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Home My WebLink AboutFOREST GLEN LOT 10 plans.pdf � ,. - � - -- - - Gwathmey - DI� AINI NG INDEX rat# Sc h ultz A R C N I T E C T U f� A L S T f� U C T U R A L Arohltecta, �.�. 1000 S. Frontage Rd Wert Vd. Cobrado 81657 Tek (303) 476-1147 CO V E f2 S N E E T S 1 F O U N D A T I O N P L A N FaX t�� a�b-��2 Al . l SITE PLAN S2 MAIN LEVEL F12AMING PLAN Ll . l LANDSCAPE PLAN S3 UPPER LEVEL FLOOf� F2AMING PLAN S4 ROOF FRAMlNG PLAN A2 . 1 LOWE2 LEVEL FLOO � PLAN S5 FOUNDATION DETAILS ` A2 . 2 ENTRY LEVEL FLOO � PLAN S6 F � AMING DETAILS A2 . 3 UPPEf2 LEVEL FL0012 PLAN , A2 . 4 � OOF PLAN A2 . 5 REFLECTED CEILING PLAN A2 . 6 REFLECTED CE ! L I NG PLP. N E L ECT � 1 CAL A3 . 1 ELEVATIONS - NOf2Tl-I � EAST E1 . 0 DIAG � AMS � SCNEDULES - A3 . 2 ELEVATIONS - SOUTN � WEST E2 . 0 ELECTRICAL PLAN - LOWER LEVEL E2 . 1 ELECTRICAL PLAN - ENTRY LEVEL A4 . 1 BUILDING SECTIONS E2 . 2 ELECT �: ICAL PLAN - UPPER LEVEL A4 . 2 BUILDING SECTIQNS E3 . 0 ELECT2ICAL SPECIFICATIONS A5 . 1 SECTIONS � DETAILS • A5 . 2 SECTIONS � DETAILS A6 . 1 D00 �2 SCNEDULE A6 . 2 W I NDOW SCNEDULE MECNAN I CAL W � A7 . 1 INTEf210R ELEVATIONS M1 . 0 EQUIPMENT SCNEDULE ( 1 _ • O A7 . 2 INTE � IOQ ELEVATIONS M2 . 0 MECNANICAL PLAN - LOWEQ LEVEL `J � z � �. � � M2 . 1 MECI-IAN I CAL PLAN - ENTRY LEVEL � ; A9 . 1 ARCNITECTUf2AL SPECIFICATIQNS M2 . 2 MEC �-IANICAL PLAN - UPPER LEVEL � � � �• ` � 3 i A9 . 2 A � CN I TECTUE2AL SPEC I F I CAT I ONS , , M3 . 0 MECNANlCAL DETAILS Q � � �' '. i A9 . 3 ARCNITECTURAL SPECIFICATIONS M4 . 0 MECNANICAL SPECIFICATIONS � ' ; � � ` A9 . 4 Af2CNITECTU � AL SPECIFICATIONS � ` , ' ' T � URAL SPECIFiCATIONS P2 . 0 PLUMBING PLAN - � OWER LEVEL � _ . _ A9 . 5 ARCNI EC � c = - � � ` � A9 . 6 Al2CNITECTURAL SPECIFICATIONS P2 . 1 PLUMBING PLAN - ENTRY LEVEL � � � � � � ,� `, � � ,' A9 . 7 AQCNITECTURAL SPECIFICATIONS P2 . 2 PLUMBING PLAN - UPPER LEVEL � (� . . . 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D ! f� ECT {JI� Y SYMB � L S . ARCNiTECT ' ROOlM FINISN SYMBOL / KEY TO ROOM FINISI-lES AB ANCNOR BOLT FLR FLOOR RGN ROUGN GWATNMEY PRATT SCNULTZ ARCNITECTS , P . C . ABV . ABOVE F . O . W . FACE OF WALL ( STUD , ETC ) RO f� OUGN OPENING Date: 30 AUG "5�3 � �` 1000 S . FRONTAGE ROAD WEST VAIL , COLORADO 81657 { 303 ) 476 - 1147 CEILlNG NT AD AREA D2AIN FTG FOOTING RM 200M ROOM NAME / NUM@ER ADJ . ,- ADJACENT GYP GYPSUM WALL BOARD SEAL SEALANT ReviseCk STRUCTURAL ENG I NEER � VA2 I ES ( SLOPED ) MONROE � NEWELL ENGINEERS , INC . AFF ABOVE FINISN FLOQR GL GLASS / GLAZING SNT SNEET ' P . O . BOX l597 " , AVON , COLORADO 81620 ( 303 ) 949 - 7768 ALUM ALUMINUM NM NOLLOW METAL SIM SIMILAR MECNANICAL ENGINEER FLOOR BASE WALLS CEILING ALT ALTERNATE NT NEIGNT SOG SLAB ON GRADE _ GRAND VALLEY CONSULTING ENGINEERS , INC . AP ACCESS PANEL INSUL INSULATION SPEC ' D SPECIFIED 82 7 ROOD AVENUE eQ BR I CK PAVERS - NONE CT CERAMI C T I LE CT CERAMI C T 1 LE GRAND JUNCT f ON , CO 8 I �JO I ( 303 ) 245 - 3 1 7 7 C CARPET � PAD CT CERAMIC T I LE GP TE ?4TURED DRYWALL GP TEXTURED DRYWALL � ANGLE K I T K I TCNEN SPECS SPEC I F I CAT 1 ONS ` CO SEALED CONCRETE ST STONE GS SMOOTI� DRl'WALL GS SMOOTN Di2YWALL C � CERAMI C T I LE T T I LE AS SPEC ' D GT F I RETAPED GYP GT F I RETAPED GYP LP LOW PO I NT STD STANDARD . ELECTR I CAL ENG I NEER sL SLATE V V I NYL P PLASTER P PLASTER � D DRYWALL -•� � GRAND VAL LEY CONSUL T I NG ENG I NEERS , I NC . ST STON� W WOOD AS SPEC ' D TD TROWELED QRYWALL W 1NOOD AS SPEC ' D ' T TILE AS SPEC ' D W WOO� AS SPEC ' D WP WALLPAPER CLG CE I L I NG MO MASONRY OPEN I NG STOR STORAGE ` � WP WALLPAP � R �� Y� {�� '�' Y M � � 827 ROOD AVENUE V SNEET vitvY � GRAND JUNCT I 4N > CO 8 f 50 I ( 303 > 245 - 3 I 7 7 vr V I NYL r � � E C I CAST I RON MTL METAL � e,,,,'`� �� w woofl As SPEC • � CJ CONTROL J � I NT NEC NECESSARY f EDWARD �A . ' . �, C7VIiNER / DEVELOPER � , � NAQLES W . DAV I SON � C� CENTER L I NE N I C NOT I N CONTRACT T TREAD '- GWATHMEI(, JR. � � 1568 GOLF TERRACE , UNIT 48 CLQ C� LOR NO . NUMBER TEL TELEPNONE C - Z3 1 ilAlL , COLORADO 81657 ( 303 ) 476 - 1140 GRAPNIC KEY TO MATERIALS DRAWING SYMBOLS GENERAL CONTRACTOR =" -""= � CMU CONCRETE MASONRY UN1T NTS NOT TO SCALE TNK TNICK / TNICKNESS -_ � •-! III EARTN J CMU FLOOR OR REV I S I ON � i-.�±�`a � ' _ - - 1l� !!!%L� � SPQT ELEVAT ION � SYMBOL C4 CLEANOUT ON OPPOS I TE NAND TYP TYP I CAL �'�"D � � �;,�,�` �� COL COLUMN OPG OPENING �� . _ j�� STONE � PLYWOOD ( }( J DOOR N0 . � INTERIOR , SD t LSlGEOTEC4-1N I CAL ENG 4 NEER �J x - A � . 9 ELEVAT ION CONC CONCRETE PL LAM PLAST I C LAM I NATE = = f NTER - MOUNTA I N ENG I NEEF2 i NG . LTD . srMBO � � � a wi Noaw TYPE CONT C�NT � NUOUS PLBG PLUMB I NG v VAf2 I ES -- _ BOX NO . 9 �I S , , .. . CONCRETE �� BATT I NSUL ' N - � ` I 20 ( 3Q3 ) 949 - 5Q7 2 7 SECT I ON rvo . P � PROPERTY L I NE ��t �� AVON , COLORADO 8 b + �� XX G-IOL LOW MTL A � S N E E T N O . � D O D O U B L E W A L L O V E N S P L W D P L Y W O O D +N � w � T N � ,� ' } -� LANDSCAPE DESlGN . � SOD / GRASS 121GlD INSUL ' N X DETA I L n�o . DW D I SN W A S N E R R R I S E R w / o W I T N O U T - - wa � � TYPE A � • 2 SNEET No . EQ EQUAL RD ROOF DRA I N W / D WASNER / DR1' ER ` i _ � 2 b RG4-I STUD x . � , FD FLaOR DRAIN REFL REFLECTED WC WATER CLOSET �` . I NTER I OR DES � I GN -`� , �� PROPdSED � � _ _ EX 1 ST I NG FDN FOUNDAT ! ON REQ REQU I RED W / D WASNER / DRYER ' ' - - � STEEL � FINISN WOOD CONTOUR CONTOIJR ,� } . FIN FINISN REV REVERSE WT WEIGNT �r,,_. � - �` �� - • - - - -- - - - - - - - - - � _ - = � :, - - * _-- - _ - --- - - .. _,.� — � ar�/` ' a - _ _ _ _ vN,Q� q rT � . . - _ _ _ _ �o - - - - - - - Gwathmey , � . 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" . . - . . - . - _ , . _ - - . . . - r __ -- _ _ � t ' • GENERAL � NOTES �' : _ �� ir.i �� '_± "� '�' ` y5 . �� '. e ` . . ' ' - V.� i "1q�� 1 . . . - . " _. . .'"TY�a� - L�r � . ,� ef � . - . - . . _ . -` _ ► i�' - . ... - _ SEE ELECTRlGAL PLANS FOR LIGHTlNG IATWT _ '"' " ' : , :�'�t ' ' ' . 1NpOD B�AAAS SNpMV ON TH 1 S PLAN ARE pp31�T IC _� S �� . - r i QI�F�. T TH�T ARE lVOT I NT�{JDED 70 REPRESENT _ _ STRl1CTEJRAL MEMBERS }-; � ,:- k - . �C ' _ _ . . Z� •; � _ tr . � . - ' � . ' , � '� �_ � . . �� - r _ _ - , . �! _ - - ' �` - ' � ; � .:- , = , • - � . . . . - . . - - . . - - . - ;�..e� ' - _ _ - . . . _ -. - _ _ - . . . . � - - - - . ` - - -- -.r- - . - ># � . . -. _ . . - - . - - . - - � - � , .. - . _ _ . . . - - . . . . . . . _ , . _ .._ _ � - . . . _ . . _ . _ . . . . . . - , . . � _ ' �- _ _ '_ _ - _ - . 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X 6 VVOOD � 'i SK 'f L I GNT � # - , ; -` PANELING FLAT AT � Zx � 2 ROUGH HEYVN �= : _�_ � . - R i DGE AT F LAT A 9 ' -O ' � _ < : ,F °_ F - � _ _ : IA ' - 4 ' 9 ' - O ' � � BEAMS - TTP , . � _.� `s" F `k T ROVYE L E D � �''s, ` SKTL IGLIT / - y =� , Di2YWAL L � N 1 Gi-1 P T , ._ �� __ : �-_� . SKYL i61-1T $ BETWEEN �' - "s ' FLUSI-I TR IM TO TROWELED BEAMS * I 8 ' - Q ' � � '0 '' � _ - ti- �_ ' _ MATCN PAtJEL IN6 DRYYVALL TYP . � - . � _ •. _ - . �= s _ . SOFFIT � � : -- - . . .�� . . - _ ,- ;.#`r _ T Y P —7 _ � ' � � . .t y- _� - � ' / - - � - � i - � - � . - - , - ° . � ' - . . - '� _ . _ . I - ! ■ ` - . . _ � . ; F V � � _ �` � � - ' � ! '' � t �_ - ` tL! � F=. - ' . ROWELE O TROVVELED TROWELE � FLAT AT ' �� QYYVALL DRTWALL DRYWALL 9 O . + � = ' .. RCH ARCH RCN ' . ^ ' ` y RIDGE AT [ n �' � , . � . . . . . � . . � � I 2 X 8 � . 1 � . � i.i' V _ _ ',s T _ � ROUGH I-IEYVN ' , - - - 8 X 8 BEAMS TTP . s21 ' - 8 ' ; - , � �:_ 3 _ - . . 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DCCf� INC _ .� � . — — — — — - - — — — — — — — — — — — — � � . — — — — — — — — . — . � � . — � — — -- — . — . — � . _ . � — . _ — . � _ _ . _ . _ — . _ � - _ - . . � • _ - - - - �- -; • ' . . . . � � � � � � � . .- _ • . . � � � i � � � � • / \ - _ ' - • - . / � 2 X 6 AND i X 4 - � . ' , , _ � • • � . ' _ - f � - STA ! NED CEDAR - � - ' ' / � i ' ' � . � \ - TRIM - -_ _ � . ; y _ � \ . . � . . . � i r . � ` � ' � _ , . . ' � � . , , � � . . � � � � � � � � � � i � _ . _- . � � , . > > : � � � . , . � � " i �. . , � � , , . - _ t = : • - / . , � • , ' 1 1 . • ♦ � - ' \ . 4 . - . � � '� • I ,� � �. � _ ` _ _ ` ; 1 � � � WOOD CLAD WINDO'W5 . , - _ � . . . . ' � , / i . , ; � ` : ' A5. . 2 • . . �, • . / � , . ' . ' \ � ' , . - � : . ,. � a : . - � � - • - 1 I � . - . r � �• , - � : \ I � � . \ ♦ i � • // — _ _ � J �— — ` —. _ .� — — — — — � ` l . . � • , ' , : . " � . 3 / \ I . . , I ' � fC _ . " _ „ - - � l -- "— i , . " . 1 / . 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" � . _ . ; - ' . - . . . . ' . . - _ . � .. ^ ; � . . - . �. ��- � + 324�'-'F� �y �� . � -. � � .. " . . . _ . . . . " . . . . . . " _ ' _ _ ' . ( � . � � L ��i � `� ~ � u . � _ - .. . . . - _ - - . _ . _ _ � � S;- � ' � 1 • " _ _ _ - . _ . - . . . � , ` - r = .' - - _ _ _ C � � - �- — . � . — . _. , `. . 8508 ' ll � � `� - 4 , . _ ..� - .-t . ' .: - � • � • _ . ..� . _ _ - . _ . . . . � _ _ _ _ i �. . .- � . - . - . . __. _ ._ ..._ ._ . _..... . ..�. .. . _ _ _ _ _ __ _ _ . .. _ _ _ _ __ . __ __"__.. __. ..-._ _ . ... . . . _ . � - _ . . . . . . . - - - _ _._ - - _ _ _ __ _ _ __ _ _ __ __ _ ___ _ _ __ _ - . - _ _ ° _ -' . __ _ ___ � _ __ _ _ ' _ , - -_ > . . _ . . � . _ . . ... ..., . .. . .... . :f.� _ _ _ _ " -_ _ _ _ _ " _ _ . _ _ _ -,_ ...... . . .. . . .. . . _1" . _ .. ... .�. ' - - . -. � _' . '_ . __ _ ... . .'_.. . .. . .... . . . � .._. . ._ .. :_ : . ..__ _ .._... . _ _ .. ... _ ' ..... . ' . .. .. _. ...... . _.[ _ _ __ . . _ _ _ _ _ _ . . . _ . . ... , , . . .. _ __ _ . . _ _ : _ ___.. . - _: , _ . . - :_ _ . . . _: . : � . � : .. .. - -- . _. . . . - ::- : � ' - -.-._.__::. . T . O . DECK I N • :_ _ :_ , , =' .'`-. °= . . - ' ` _ ` . : . _ _ - - `_ - - - `= - -- -- - __= � - - ...__- �--- .._....: . ..- -: -�: - - __ - , -___�-•-- - � � -� -- -- � -- --- ----- - - ------------- = � - -- =_ :- __:__ G _ �- �<P.� .•: ' � � . - . :: .. -_. , . , � _ ._ ,� -.; - . . - .- _ _ _ . _ _ _ . _ _ -___ _--_ _ . _� -_ : _ _ : _ __ _ .__ . __ - - - �- :_ _ :_ . _ : -__. -- --- - = - - ------ - -_-_ - --- --- _ ,- _ ___.. . ._. ._ : _ _ . _ . . _ . . . . . . , �_ _. _ ___ ----=--== --. .� _ -�=- �-_ :-..� . . _ . ._ _ � - ._ : _, - _ _... _ -._ .... . -..-... . _ . . .:. . . . . . . .. ,-_. .. - -- . -.: ---:--- _�--- -,-_ _ -,---_ _ _ . -.. : _ _ � . � - - - - _ - - _ . _ _ _ - _. . . . .... � . .. . . . . . .. . . . . . . --- � -- - . - . , ... . . � - ; _ �ore � � ' . - . SLOPEE�GS�IWR� � __ _ � � - �- � ° . - PER FOOT TOI/ARDS - - -- -- . ::; � �' _ � . SHCIVYER HEAD . - -. , : . � _ : _ - - _ " - ; - ' - ,, " _ _ - , -- �- _ � , _ _ . --- SKYL I G�-IT -- - >: ` ,. : . '. ,. - _ ._ -- - : - � . :• _ . - . : CEILING BREAK � � - � - '" � - _ ' . � ' _ ,, > _... . . ... � � ,*� , . ----- ----- - . . - . - . • . . � - -_ _ � -- . - , . - - . _ --- - - °_ . ; = y- _ _ _ - --- -- � , � • - - . � r _ .: P � AS -rER MASTER SNOWERS GUEST BAT GUEST BEDROOAA � . . _ , , y ' - - EL . B496 ' - O ' . _ . -- T . O . DECKiNG ; . :. - . _- . - _ �_ _ , - • - ' ` ; ROiJGN NEWN ` ' BEAMS - TYP =� • -_ _ - . . ; • , ; s _ _ ={. � COL UMS - -� , BY OWt�1ER -- - - . ._ . �. - j_ _ =: �' " � � L I V I NG ROOIM D I N I NG RflOAA FAM I L Y ROOAA STA I R NAL L B I L L I ARDS y . � g -_ _ : �. _ _ . EL . 8485 ' - O . ,� i , _ - ' . T . O . DECKING . ' , STONE • � � - � O x VENTED VENEER C � _ . . , � CRAWLSPACE - _ _ , � EXISTING GRADE � — — — — — � � � � - _ - • — — — -- — _ — — -- � � = c _ __ � � r- , — _ � � _ � _ — � — _ _ _ — __ — — — — — � — � � — — MECNAN I CAL P�oPOSe � GRADE � � � -. _ — — _ — — — — — • s � °-� '_ � . '- - � ,- . � s , __ _. � .. � , ,o � '� � � _ . - L ' , — — — — — EL . 8474 ' - 6 ' . � �� { C =_ _ _ W � . � . � T . O . SLAB � — _ _ • BACK OF � - — '>.�,., . GARAGE - y-- �` '�-' } _ . _, _ , � �. � _. _ :� _ _ - , � � , _ . , �r - � - � a - � ._ - ? ;�- . ��. tn � . � _ . � - � ' _ . . � .• . -� . i - 4 -.� . - . . ' . e O "._ _. �� . _ ._ ° BU I L D I NG SECT I ON - > - --:_ _ - _ - : � * ' * SCALE � i / 4 ' = I ' - O ' � � - � (` � � - � . ' � _ � . .o - � - EL . 8508 ' - i ! • . � —� � � � — — — — — , • T . O . DECKING : , - --------- -- ` - ' = , _ __ _ _- -- - - - -- - --- . . ° . . - - - _ ; _ . _ _ .. . .. . . � . ` - ., • Copyrl�tf . ` � . - -- -- - Gwathrtry/Pmtt/,^�c[�c�Fr : i -- --- A�1 R�I�gM��M I�tePie�ived 1 � . . . _ . , , � ThM doctment, arnd 1h� IdaQ ^ . � ` I ereh�w t�c� �f _ - prof«aa� s�F�Icis 11 11�r ' : , Sch��vchM�ci� ° P' aN4 '►.-- - not ta be tw�d #+ �+d1� ar#► _ - pat. fa my olhw proJa�t - _ wflhout th� rvA�l�rT � : of Edwrnd h�f� ,f11; . � " MASTER DECK MASTER BEDROOI�A STEAM ROOl�A PAT ' S BATN TOILET - � _ �,�y �. � �� _- - . EL , 8496 ' - O ' . • � T . O . DECKING - ` �: : , �� - ' i f 1 - � '`�:: ' / \ • . _ - , , '� e - • ROUGH [� `'�Q _ NEWN EX I ST I NG GRADE - -'" � ' � —`� � � . 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WALL ( FINIS � ) . akt__ � , -! _E } . . _ _ ' . . . �, ��,. -,� IC l TCNEN i � FAM I LY ROOI►A J i , �; �. � � ; � . � � ��,�L� . _ � / . - - - - . - ��" �� • • . - / / i EL . 8486 ' - O ' �� 5 f � - � _ • � � _ - - - - - - T . O . DECiC I NG 3 ir. _,� ': . = . ; _ • � ,. ' { ' . , x� L- STONE ✓ , '� �: � _ ' .. ' . VENEEi2 � / - '� �f .-F . . . . ' : . i ' - � _ ' ; _ _ ' . . . E � EL 38487 ' - 9 4 / 4 • � VENTED . ... ;` u.,��; - - , - , - . -_ c+�Aw� s �ace o x �,. � a +� � ' l MUDSET STONE T . O . STONE � � OIV SLAB ON GRADE W C ° _ . � ' . " • LA�jVD .t� . . . "' � � - ',",: ' .� _ � � � - `_ S L O P E I / 4 ' P E i2 .- � r FOOT TO DRA I �IS � Q r'�; : --.;� . - ; - � - . - . .. LLf - c'7 � s . . � �, . , _ . - N - � � - _ ,p ^ 2. 7 } ; ` Of � � � . t -_. -- - . - - - � -- . . - - P Q � _ �' . � . � . 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Gwafih rr�ey _ : } :� -- - _ . _ r � � Pratt . . � _ Sc h ultz " Archltech, p.c. E. Contract Dceuments: The Generai Contractor shall keep a record set af 2. Fire protection equipmen� 4. ManuEacturer's product data on each piece of equipment including: 1000 S Front Rd W«s - DIVISIUN 1 GENERAL REQUIREMENTS DIVISION 2 SITEWORK va� c�� °�� contract documents at the site. 3. First aid equipment. a. Installation instructions. Ta} {3031 q,�d-.p47 4. Temporary walks, roadways, trench covers, barricades, bullcheads, b. Drawings and speci�cations. Fc�c (3031 476-16i2 � SECTION 41t105 ADMINiSTRATIVE PROVISIONS Division 1 - General Requirements applies to work in this division. i .03 SAMPLES railings, danger lights and signals, etc., required for this work by c. Parts lists. , federal, state, and local safety laws and !►uilding codes. d. Complete wiring diagrams (as-huilt). LOl WORK COVERED BY CONTRAC`I' DOC[JMENT� - . A. The Arc�itect will provide tl�e General Contractor with a checklist e. Marked or changed prints l�ating a�l concealed parts and all SECTION 02200 EARTHWORK " _ "� indicating materials where color, texture or �nish is subject tQ selection 1 .d6 CLEArTING DURING CONSTRUCTION �ariatian from original system design. , A. Work andec this contract includes all materials, eqaipment and labor or review. 5. Schematic dia�am showing camponent parts of s,ystem. PART 1 - GENERAL necessary to complete the work indicated, specified or reasonably i�Eerr�ed A. Each contractar shall keep the buildings and site free of waste materials 6. S€mplified system description and preventati�e maintenance program. theretrom. B. Prompt�y after receipt of checklist, the General Contractor shall and rubbish. E€�ch contractor shall daily transport such material to a 1 .01 REFERENCES assemble and deliver to the Architect a complete collection of required designated location on site. The General Contractor shall periodically D. Operating anci Maintenance Data: Sec following sections for equipment ' lA2 CONDITIONS AND REQUIREMENTS sampies. dispose of accumulated waste off site. requiring operating and maintenance dnfa manuals : A. Compaction Test: ASTM D698 Standard Prc�ctor Density. 1 . Irrigation System A. Division 1 - General Requirements govern work under all divisions of t�e C. iJpon receipt of a complete collection of Samples the Architect will, with B. Each Contractor shall leave his work clean at the completion of his work. 2. Finish Hardware PART 2 - PRODUCTS SpeciEicaiNons. reasonable promptness, make the selections and prepare and deli�er to the Clean interior areas prior to start of �nish work, maintain areas free of 3. Carpet General Contractor a schedale covering items subject M selection. dust and other contaminants during finishing operations. 4. Mechanical 2.01 TOP50IL B. The various subcontractors shall review with Town of Vsil Building 5. Electrical Department and arrange for required inspections. SECTION 414a0 OUALITY CONTROL SECTION 01600 MATERIAL AND EQUIPMENT A. Topsoil: Material that is stri�►ped from wnstruction areas. Topsoil may - See ab�ve sections for specific requirements of operating and include moderate amounts of organic matter. _ C. Contractor to verify all dimensions and notify Architect of any errors mainteaance data for each rou of e ui ment� ancUor discrepancies before begiening t6e Work. 1 .01 GENERAL 1 .01 TRANSPORTATION AND HANDLING g P � p 2.02 FILL AND BACKF'ILL MATERIAL - A. General Contractor shall maintain quality control over suppliers, A. Transport products by methods to avoid damage. Deliver in undamaged 1.03 WARRANTIES AND BONDS D. Control dust wben construction procedures result in dust w�ich becomes a A. Backfill and Fill: On site excavated or imported nonexpansive material, manufacturers, products, services, site conditions and worka�anship to condition in manufacturer's unopened containers or packaging, dry. nuisance. A. One Year Correctian Feriad: Re�nedy an_y defects due to t'ault materisls free of trash, debris and organics as approved by the Geotechnical produce work of speci6ed quality. Y or workmanshi and a for an dama e ta other work resultin therefrom, Engineer. E. Control flow of water at site to prevent damage to others' property and 1 .02 STORAGE AND PROTECTION P P Y Y � � 1 .02 TESTING I.ABORATORY SERVICES whicb sha11 appear in work wit6in a periud ��f one year from t6e date of facilities; take precsutions to prevent s�il6ng and littering of water 2.03 UNDER SLAB GRAVEL A. Store products in accordance with manufacturer's instruction, with seals Substantial Completion and in accordance with the terms of any spec3al polluting substances. Do not dump any foreign materials into sewer and warranties rorided in the Contraet Documents. The Owner shall ve notice A. Owner will employ and pay for testing laboratory inspections and tests. and labels intact and legible. Store sensitive products in weathertight P � ,e storm sewer collection systems. of observed defects with reasonable rom tness. A. Imported grsnular inaterial containing less than 2 % passing the No. 200 enclosures; maintain within temperature and humidity ranges required by P P sieve and more than 50 % retained un the No. 4 sieve. F. Maintain prvject and site in cleaa and orderly condition; periodically �• Cooperate with testing laboratory to furnish access, samples and manufacturer's instructions. ciean interior areas. Regularly remove waste materiaLs, debris and rubbish temporary facilities as required. Provide testing laboratory sufficient B. Warranty: Upon comgletion of work, tbe Cnntractor shall deliver to the PART 3 - EXECUTION prior notice for services. B. For exterior storage of fabricated products, place on supports abo�e Architect, in duplicate, a written warranty based on the provisions of � from site. � � ground. Cover products subject to deterioration with impervious sheet the Contract 1}ocuments properly sig�ed and notarized. - 1 . Warrant shall be addressed to the Owner. 3A1 CLEARING AND GRIJBBING -- covering; provide ventilation to avoid cc�ndensation. Y � � � 1 .d3 CONTRACTOR USE OF PREMISES 2. Provide separate written warranties from mechanical and eiectrical 5ECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY A. Remove trees, shrubs and vegetation within the construction area include '- CONTROLS 1 .03 SUSSTITUTIONS subcontractors. � 1 � ) - A. Limit operations ander this contract to one area of the property as root structure. Remove from the site. Protect items to remain. LL� � indicated. No operatioes or vehicle traffic will be allowed outside of C. Subcantractor Warranties: Include labor and materials si ned b Q � th�s area. 1.01 TEMPORARY ELECTRICTI'Y AND LIGHTING A. Document each request with complete data substantiating compliance of � y 3A2 EXCAVATION - proposed sabstitution with Contract Documents. 5ubmit Product Data and manufacturer nr suhcantractar as case may be and countersigned by � A . Service: The electrical subcontractor shall rovide tero ora electrical samples as required. subcontractors. � 1 .04 EXAMINATION OF SITE P P i'3' A. T�psoil: Remove all topsoil and or�anic material at areas to receive ' ^ � service to site for construction purposes. The electrical subcnntractor 1. Address warranty to Owner. U , B. Re uest constitutes a re resentation that Contrxctor: 2. Deli�er t� Architect apan eampletion uf praject and before or with paving, building construction or slabs on grade. Stockpile for � A. Failure to visit site will in no way relieve any contractor irom shall provide circuits, branch wiring and distribution boxes as reyuired q P C 1. Has investi ated rn osed roduct and determined that it meets or submission of request far final gayment. reinstallation. � � necessity of furnis6ing materials or performing work that may be required for temporary lighting for each space. g P P P exceeds, in all respects, speci6ed product. ('1 / � to complete work in accordance with Drawings and Specifications without B. Excavate the site as required for walls, foundations, piers, areas, LiL ' B . The various subcontractors shall rovide extension cards and lam s as 2. Will provide the same warranty for substitutions as for specified D. Extended Warranties: Deli�er in dup�icate extended warranties as additional cost. P P basements, crawl spaces, pixs, etc., tn depths indicated. Au fc�otings re uired to conve electrici to iocations of work and to ro�ide task product. specif'ied and dated from the date of Notice of Acceptance and signed by I .OS FIELD ENGINEERING 9 Y tJ' P shall bear on natural soil below frost depth. Bes�ru►g material shall be } Q . • li htin to ermit ro er execution and ins ection of w�r�C. 3. Will coordinate installation and make other changes which may be subcontractors and manufacturers. � � Q g g P P P � veritied on site bv the Geotechnical Engineer. A. Provide 6eld engineering serviccs; establish grades, lines and levels by � required for work to be complete in all respects. m Q C. The General Contractar shall a for electricit consumed until final 4. Waives claims for additiona) costs which may subsequently become E. Manufacturer Warranties: Deli�er in duplicate manufacturer's O L. �( use of recognized engineering survey practices. Locate and protect control p y y a arenw warranties as specified and dated from date of N�tice of Acceptance C . Bailing or Pumping: Immediately pump or bail out water found in O O and reterence points. acceptance by the Owner. pP excavations, whether rain or seepage. Keep excavations free fram water at signed by manufacturer. � � O 1.02 TEMPORARY HEAT AND ENCLOSUI+LES C. Substitutions. vyill not be considered when they are indicated or implied 1. Manufacturer's Warranti�s: Supplement and not replace implied and all time. i.{16 . . REFFRENCE STANDARDS � � U ' '`�' on Shop Drawings or Product Data submittals without separate written exgress warranties provided for by Unifarm Commercial Code. Any O " - • statements in manufacturer's warranties denying or limiting D. Take measures and furnish equipment aad iabor necessary to control the ` A. Provide tem orar heat necessar for the execution of work. Install, request, or when acceptance will require substantiat revision of Contract J .- � A. For products specit"ted by association or trade standards, comply wit� p y y Documents. responsibility for such implied anc3 express warranties shall be flow, drainage and accumulation of water as required to permit completion J ; requirements of the standard, except when more rigid requirements are ma#ntain and operate temporary heating apparatus in such a manner as to �oid. of the work and to avoid damage to the work. � _ f � specitled or are required by applicable codes. facilitate the work on the project so wark can continue and the tinished ~ work will not be dam ed thereb D. Architect will determine acceptability of proposed substitution and will Q � Q � y' 1.04 CLOSEOUT PROCEQURES 3.03 PREPARATION (1F NATURAL GROUNll ,J � B. The date of tbe standard is that in effect as of the bid date except when notify Contractor of acceptance or rejection in writing. - a specific date is specified. B. Provide temporary enclosures as necessary for holding temporary heat sucb A. Scarif u er 6 " of all cut or fill areas under buildin s or avin aad A. Procednres: Following project closeout procedure defines y P� g P` g _ , as enclosures for concrete work or for thawing frozen ground. � reco� act within 2 % of o timum moisture content to a minimum of 95 % of SECTION 01700 CONTRACT CLOSEOUT respunsi6ilities of Contract�r. Owner and Arehitect in cic►sing P P 1.0'7 CUTTING AND �'ATCHING praject: Standard Proctor Density {ASTM D698). C. Use of Permanent System: Step 1 Contractor ad�ises Architect in writing that he has reached A. O enin m construetion which are r uired b other contractors shall be 1 . After building is entirely permanently enclosed, glazing of ea�terior 1 .01 FINAL CLEANING p � � y " Snbstantial Completion " and provides list of items to be completed or 3A4 FILL AND BACKFILL ' left by crst'ts involv�d. It is the responsibil�ty of various contractors openings completed, permanent or temporary doors on ea�terior openings corrected. Closeout may be eonducted by areas or portions of work if • to sa 1 in advance ro r and suffit#ent detailed information. In event and permanent heating syste�n installed and capable af being adequately A. Thoroaghly clean interior aad exterior surfaces exposed to view; remo�e reyuest� hy Owner. P P � 9 � P � � pp y , Q pe A. At m er time till as re uired and backf'ill around walls �ers etc., of failure to su 1 this advance infor�nation, cuttin as ma be re uired controlkd, permanent heating system may be used to provide heat for temporary labels, stains and foreign substances, polish transparertt and 5tep 2 Architect inspects work to determine if it is sabstantially g p P g � � c r pp y g y q to brin the earth to ro er levels and rades for subs uen# work. sha�l be done only after concurreace of Architect and at the expense of the building. glossy surfaces, vacuum carpeted and soft surfaces. Clean equipment and , „ Install Backfi�l in even lifts on both sides of foundation walls and after �ath�Y��t��huhz _ - complete, and issues Certificate of Substantial {.ompletiun plus Punch Archnect�, �.c. � -- negli�ent party. 2. Division 15 Contractor: Cixtures to a sanitary condition; clean or replace filters af inechanical „ su ortin floors are in lace to revent excessive ressure on one side. a �+s� Reserved List of items to be completed or carrected. PP S P P P - a. In using permanent heating system, assume cau�plete res�onsibility equipment. Clean roofs and drainage systems. Clean site; sweep pa�ed Thh document, md the Idea� Step 3 Cantractor cou�pletes and/or corrects all punch list items and Q,d . nc ° for its proper operation and for any da�nage which may occur to heatinR areas, rake clean other surfaces. herein�ae�an n tr��meni of - SECTION, 01300 SUBMITTALS notifies Arehitect iit writin that his work is read for final ins ect�on. �• Placing Fill and Back�ll: Do not place brush, sod, frozen material or ' a aratus or an hase of work exce t such wear and tear whic6 would � y p profeaiond �e, k tho �p y p P At this time final a ltcation for a ment is submitted. other perishable or unsuitable materials in the �11. Distribute material y �� /P�/ PP � P Y �hu�iri Arc�lteci�. .�Gy. md I+ _ LUl PROCEDURE ordinarily result from normal usage. 1.02 OPERATION AND MAINTENANCE DATA Ste 4 Architect makes final ins ection. Wben work is found to be on the �il to avoid formation of lens�s differing substantially from the not to bo u�ad, n whda « n P P pQt, for rny othw pro}aet b. At completion and before work is accepted by Owner, clean air v�nthour tha wmten «h►,ar�anon acceptahle under Contract Docuroents, and contract fully performed, surrounding material. Deliver materials to the fill surface in a manner to of Edwod M Gwathmey Jr., vents and co�s, cleaa cleanable filters and replace replacement air A. Submit three (3) copies of operation and maintenance instructions f�r Henry R Pratt ar Sld-iey Sch�ltz � A. SubmittaL• T6e General Contractor shall make submittals to the Architect will issue final Certi6cate for Payment. result in a well and uniform�y compacted fill. Before compaction, sQread _ , � Arehitect. Do not make submittals dirertly to the Architect's consultants. ��• equipment and systems. Include parts lists and local service agenc,y. fill materiaLs in approatimately horizonta! layers not greater than 8" thick Submittals made directly by suboontractors or sappliers will not be 3. General Contractor: Pay for all utilities used in connection with 1.05 FINAL PAPERWORK with upper surface appmx�mately horizontal. accepted. operation of permanent system up to date of Notice of Acceptance of entire B. Equipment Manuals: Dpon completion of work, submit three typed and bound x . : project by Owner. copies of operating and maintenance manual or manuals, 8-1/2" x 11 " in size, C. Moisture Control• If, in the opinion of the Geotechnical Engineer, it is � A. Final Paperwork: Prior to releasQ of t"u�al payment, Contractor shall � 30 AUG 93 4. General Contractor and Division 15 Contractor: If permanent heating to Architect for his acceptance. � Date� B. Review: Architect and his coasultants will review submittals for deliver following items to Architect• not possible to obtain uniform moisture coetent by adding water on the fill system is used during construction, remain responsible far full mechanical 1. Manual: Have index with tab dividers for each major equipment conformity with design only. Qnantities and dimensioes are the - Inspection Certif'zcates of Materials and Workmanship . surface, add necessary moisture to the fill material in the e�eavation. responsibility of the Contractor. Proper fitting, rnnstruction of work, warranty from date of Notice of Acceptance of total project by Owner. section to facilitate locating information on specific piece of equipmen� . Contractor' s Warranty of MateriaLs and Workmanship. If, in the opinion of tlie Geotechnical Engineer, the materi�rl proposed for Rev�e� farnishin of materials and work re uired b the Contract Documents but not 2. Identify data within each section with identification numbers as tbey use in the com acted fill is tuo wet tu ermit ad uate cam action dr m g 9 Y - Maintenance Manuals and Parts Lists. P P �I P � Y � ' iodicated in submittals remain the res nsibiift of the Contractor. 1.03 TEMPORARY WATER appear on drawings and by specification sect�on and article number. an acce table manner rior ta lacin . Place fil! and backtill material Po Y - All Guaranties, Warranties and Submittals. P P P g Review of submittals shall eot be construed as approval tY�om requirements - Receipts for Extra Materials Deli�ered to the Owner. within 2 % of optimum moisture conten� - of Contract Dceuments unless deviations from Contract Dceuments have been A. The General Contractor shall provide temporary water ser�ice. The C. Data: Include as minimam followin�; data: _ _ - Miscellaneous Keys, Switches, �tc. various subcontractors s6all provide all temporary connections and hoses 1. Alp6abetical list of all system components, with name, address and 24 " . specificaily noted on submittals. - Final Application for Payment. D. Compaction: When as acceptable, nniform moisture ,e�ent is obtained necessary to convey same to places needed. The General Contractor shall hour phone number of company responsible for servicing each item during . �o�sent af Surety ta Final Paymen� compact eaeh layer by mechanical methal acceptabk .W't�e Geetec�nical . pay for water consumed during the construction period. first year of operation. _ C. Resubmittal: The General Contractor shall make resubmittals unti� the - Contractor's Affidavit of Release o[ Liens (AIA Form G-706A). Engineer tu the following densities as determined by ASTM D69B. ' co�cnrrence of the Architect is obtained. 2. Operating instructions for complete system including: _ pra,}ect Rewrd Documents. _ 1.04 TEMPORARY SANITARY FACILITIES a. Emergency prceedures for fire or failure of major equipmen� Interior Utilitv Trenches 95 % - � ' b. Major start, operation and shutdown procedare. ' 1.02 SET$MITTALS The above items are described in following articles or applicable sections Backfill Behind Foundation WaIIs 95 °!0 <: � °- � � ' A. The General Contractor shall rovide and maintain ad nate chemical 3. Maintenance instructions including: p ' � of the speci�cations. Interior Eill 95 % ' A. Shop Drawings: Submit sepia and three blueline prints each. toilet facIIities for the use of all employees engaged at the site in a. Praper lubricants and lubricating instructions for each piece of Exterior Utility Trenches Under Paving 95 % Ev :":; n � ::1 . - • com hance with a hcable re ulations. equipment. . ; , ,, � . � - , �:,, � � ` _ p pP g 1 .(!G DEM�NSTRATIONS Exterior Fll1 Under Paving 95 % � , < Gb �, t �s ::� � � , : B. Product Data: S�b�k �ve copies each. b. Necessary cleaning, replacement and adjustment schedule. Trenches Not Under Paving 9� % _ � � � � . - 1.U5 TEMPORARY PROTECTIVE FACILITIES � � - � � A. Equipment Demonstrations: [Jpon completion of work, schedule time with Overlot FiII 90 % � �;� : � � ; C. dob Site Dceuments: Only accepted Shop Drawings or Product Data shall be ° ,� • A. Provide and maintain rotective devices and facilities for the rotxction Architect, and instruct Owner's represQntative(s) once, in presence of - kept at t6e jo6 site. The Geaeral Co�ttractor shall keep a complete set of P P T6e use of free water (puddling) will not be allowed. -�f �� such documentg on file at the job site. of the pu�lic and the geaeral protection of all workmen on tbe project Architcct and Engineers, an proper operation and maintenance of equipment. '� A t�� _ . including, but not limited to: ' � ! D. Fietd Measurements: Required �ield measuremeats are t5e responsibility 1. Danger signs warning against hazards createil by such features af END QF DIVISION 1 of the Contractor aad will be made atlter Shop Drawings have been checked by construction as protruding aails, hoists, well holes, window openings, the ArcWtec�t. stairways and falling materials. �� , � . � , �`�, �1 E@t �UT� �. ;. � '� � .y;' '.�' �. �„ ,yr �E. � � .�>;_.�'' � . . �r. ��,,,4A �� i� � .ss '�s�. . - _- £� ,�� ,�, ,. . � � � � ;= �� . a ��. A 9 . � . , . _ -------�DATE��--� �Y-----�---------- '- __.. _ ` - � \ _ r . . Gv�afih mey , � Pratt � Sc h ultz ��n�r., �,�, - 3A5 UNDER SLAB GRAVEL 3.02 SUBGRADE PREPARATION 5ECTION 029{14 LANDSCAPING AND IRRIGATION PART 3 - EXECUTION C . Built-In Items: v� ��t�e� Weef 1 . Cooperate to baild-in items of others into masonry as work Tek f303) 47b-i{47 Install to compacted thickaess of 4" under all int�rior slabs on grade. A. Cut and fill subgrade as required for proper grade. 3.01 INSTALLATION progresses. �` �� 47�� PART 1 - GENERAL • 2. Lintels: Install for openings over 16" in width. Steel lintels . 3.06 TOPSUIL B. Plow or scarify subgrade to depth of 6" and recompact to 95 % density as A. Generat: Unless otherwise indicated, lay block �n running bc�nd. furnished under Section 05500. Install in beds of mortar aad do necessary determined by ASTM D698. lAl W�RK INCLUDED 1 . Wbere cutting of units is necessary, make cuts with a motor-driven pointing. ' - Spread stockpiled topsoii over ail areas disturbed by construction. masonry saw. ' • 3.03 PAVING INSTALLATION A. Landscaping and irrigation work shall be provided by Owner under a 2. Joints shall be plumb or EeveE. T�1 exgosed block joints. Rake or D. Starting and Stopping: Where fresh masonry joins masonry that is � 3A7 FINLSH GRADING . � separate contract with a landscape contractor. Contractor shall fully strike fle�.sh jaints in glazed blcek units as indicated. partially or totally set, clean the expvsed surfaces of the set masonry and A. General: Comply with Colorado State Highway Deparhnent Standard coordinate with requirements of landscape contractor. Contractor shall 3. Adjust masonry dimensions and instalt starter units as requited to wet lightly to obtain best possible bond with new work. Remove loose A. Remove excess material trom the site. Specifications. also ensure that water supply, drain-down and electrical requirements of eliminate small euts and to maintain bond, masonrv and mortar. irrigation contractor are provided as required for proper operation of B. Cut and 611 all areas as indicated or requfred to �er�nit finishing to B. Base Course: Place and wmpact to specified thickness at 95 % density as irrigation system. B. Built-In Members: Sleeves of proper size shall be pra�ided by others to E. Accessories: Install wall ties and other accessories in accordance with the fieish grades indicated. determined by ASTM D698. Coordinate as required with mechanical permit passage of pies thraugh walls. Build in wall slee�es, anchors, Section 04200. Locate ties 16 " o.c. verticallv on each wall stud. • subcontractor for iastallation of snowmelt tubing. plates, Gntels and other ste�t members pro�ided by athers. Properly set 3.08 DAMAGED EARTH END OF DIVISION 2 , such built-in members as walls progress and under the direction of party 3.fl3 POINTING AND CLEAIVING C. Asphaltic Concrete: pro�iding same. A. Remove and repiace earth thst has been_rendered unfit to receive 1. Delivery: Ose trucks with clean beds. Protect from weather. A. Pointin�: Cut out defective joints and holes in expased masonry and planting due to concrete water, mortar or lime water dumped on it. 2. Paving Machine: Self-contained power propelled paver with screed or 3.42 ACCESS4RIES INSTALLATTON repoint with mortar. Dry brush masonry surface after mortar has set at end strike-off assembly to attain continuous paving. Resulting surface shall of each day's work and after tinal pointing. 3.09 FIELD QUALITY CONTROL be even without tearing, showing and gouging the mi�ure. A. Horizontal Reinforcement: Install continuously 16" o.c. vertically. Lap 3. Rollers: Steel or pneumatic tires with minimum eight ton weight and b " . Install additional Qiece abo�e and below openings extending minimum 2' B. Cleaning: Upon completion of pointing and cleaning, leave the work area , A. Excavation: Obtain the Geotechnical Engineer's approval of dept� and water system to keep whee}s moist to prevent adhesion. beyond agening. Install horixontal reinforcement 8" o.c, at glass block. and surrounding surfaces clean and free of mortar spots, droppings, and � extent of excavation for structures before starting filling operations. 4. Joints: Bonded and sealed. broken masonry. Clean exposed stone with s�tiff hristle brush and water. 5. Hand Placement: Allowed only where paver cannot be used. Sbovel in B. Reinforcing Steel: Install ia btock as indicated on t�e Drawings. Commercial cleaners and diluted scids shall not be used. B. Filiing: Obtain the Geotechnical Engineer's approval of fill and the place. Leave higher than machine placed. - - _ method of plscing snd compaction before starting compacted fll or 5. Rolling: Thoroughly rull and compact. Avoid placement af material. 3.03 POINTING AND CLEAN�NG . backf'ill. Obtain approval of the completed compacted fill aad backt"�ll Use hand tampers where reqaired. END OF DIVISION 4 � from the Geotechnical En neer. Saflicient tests will be made to A. Cut out defecti�e 'a�nts and boles in ex osed masonr and re oint with . � �` DIVISION 3 CONCRETE � P y P ' assure compliance with these speci�cations. If, because of unsatisfactory test D. Resulting Surface: Smooth and true to indicated grade. Depressions mortar. Dry brus6 masonry surface after mottar has set at end of each results it is necessary to retest after corrective work, the cost of all shall not exceed U4 " in 10' . day's work and after final pointing. Clean exposed masonry with stiff I ' ' tesks other t�aa the initial tests shall be paid by the Contractor. brush and clean water. W C Division 1 - General Requirements applies to work of this division. r 1 O C. Moisture-Density Determination : Samples of representative �ll materials SECTION 02710 FOUNDATION DRAINAGE B. Upon completion of pointing a�d cleanin�, lea�e the work area and `J • to be placed will be obtained by the Geotechnical Engineer for Division 3 - See Structural Drawings. surrounding surfaces clean and Cree of mortar spots, droppings, and broke� z � _ determination of maximum density and o}�timum moisture for these materials. PART 1 - GENERAL masonry. � ) , Unless #edicated ot6erwise, tests [or this determination will be made using __ met�ods conforming to requirements of ASTM D1557. Copies of the resalts of 1 .01 WORK INCLUDED Q � � " these tests will be furnis6ed to the Contractoa These test results will END OF DIVISION 3 SECTION 0440U STONE � be t6e bssis of control for com active effort. � P A. Furnish and instal�: DIVISION 5 METALS � 1. Drainage pipe and Cttings at foundations. PART 1 - GENERAL � D. Density Tests: The density and moisture content of each Iayer of 2. Free draining gravel at drain. I t � C compacted fi11 in p1ACe will be determined by the Geotechnicai Engineer in 3. Protective covering. 1.{11 SUMMARY W N acwrdaace with ASTM D1556 or D2922. Recompact any material found not to 4. Connection to daylig�t outlet. Division 1 - General Requirements ap�lies to work of this division. (�� - _ comply with the minimum spec�ed density until the required depsity is A. Section includes: See Structural Drawings for Structural Metal Fabrications. LIL (� x .- obtained. PART 2 - PRODIJCTS 1. Elrterior stone veneer. � 2. Exterior stone gaving. SECTION 0512d STRUCTURAL STEEL � 0 ; � E. Field En eerin . The res nsibilit for lines rades and levels z � S� g' Po 3' � B 2.01 MATERIALS 3. Stoae mantle and hearth at 6replace(s). � Q necessary for proper location and execution of the work rests upon the 4. 5tone fountain. (Material snpplied by Owners.; PART 1 - GENERAL O � � Contractor who will retain a competent instrument man for this purpose. A. Pipe: Ribbed tlexible black ABS type. 5. Stone columns. (Material supplied hy Owners.) � � , _ Carefully protec# bench marks and reference points. 1. Provide perforated next to foundation and unperforated elsewhere. 1 .01 QUALITY ASSURANCE � � --� . 2. Size: 6" diameter unless otherwise indicated. DIVISION 4 MASONRY 1 .02 SUBMITTALS O A. Welders: AWS quaG�ed. � U SECTION 02513 ASPHALTIC CONCRETE PAVING B. Pervious Backf'�Il MaterisL• Fres draining gravel consisting of minus 2" Division 1 - General Requirements applies to work of this division. A. Sample: Submit samples of cut stone and stone veneer for approval by > O aggr�gate having less tl�an 5 % passing No. 200 sieve and less tbaa 50 % Architect. 1.02 REFERENCES + . J PART 1 - GENERAL passing No. 4 sieve. a �- - ' SECTION 04200 UNIT MASONRY B. Sample Panel: Construet 3' x 4' wall panel of stone veneer in �ocation A. Structural Steel Work: Comply with AISC Specification for the Design, Q � Q 1 .01 WORK INCLUDED C. Protective Covering for Pervious Backfill: Mirafi 140N or accepted as directed by Architc�ct. Appro�ed sample wall shall be standard for Fabrication and Erection of Structural for Buildings. -� � ; _ substitute ia accordance with Section 0160D. remainder of work. Remave at completian of project. A. Location of Work: PART 2 - PRODUCTS B. Welding: Comply with AWS Structural Welding Code - Steel Dl . l . 1. Driveway with hydronic snowmelt system (coordinate with mechanical D. Drainage panels: Mirafi Miradrain 20d0 or approved substitute. PART 2 - PRODUCTS subcontractors). 2A1 MAS�NRY UNITS 1 .03 SUBMITTALS PART 3 - EXECUTION 2.Q1 ST�NE . 1 .02 QUALTI'Y ASSURANCE A. Lightweight Block: ASTM C90, Grade N, sfzes as required, minimum net A. Shop Drawings: Submit in accordance with Section 01300. _ _ ' 3.U1 INSTALLATION compressive strength 1500 psi. A . Stone Veneer: Moss rock to match Sonnenalp Hotel in Vail, Colorado. • A. Comply with Standard Specitications of the Colorado State Highway PART 2 - PRODUCTS - Department. A. General: 2.d2 ACCESSORIES B. Stone Pa�ing: 2" nomina! thickness Colorado Buff sandstone. Random � copyr�gt,t Gwath mey/Pratt/Sch ukz 1. Kee trenches d durin mstallation of draina e s stem. sha es. Color: As selected and a roved by Arcbitect. Z•Ol MATERIALS ��hnQ�ts, P.c. P i"Y g � g Y P PP � �gnt9 Reaerved B. Driveway layout and grades to be surveyed and approved by the Town of 2. Take precautions to prevent crushing of pipe during backf'illing. A. Horizontal Reinforcement: Dur-O-WaI, AA Wire ur approved substitute, Thls document, md the Ideas Vail prior to installation of paving. Maximum slope shall not exceed 10 % . welded truss design, full width of walls. Use prefabricated cnrners and C. Mantle and Hearth: Cut stone per details on the drawings. A. Steel Shapes, Bars and Plates: ASTM A36. �,d deS�,s �,c«porared hereln, as m Inafnment of profesalond service, Is the . e �ng: tees. operty of Gwothm. /P�arr� PART 2 - PRODUCTS 1. Place graded bedding prfor to laying ai foundation drain pipe. D. St�ne fnuntaen: As supglied hy Owner and G� be installed by Contractor. B. Standard Bolts and Nuts: ASTM A307. �f�o ��h�f� PW.��« � part, for any other proJect 2. Rest each section firmly upon the bedding, through entire length. B. Stone Veneer Ties: 22 gauge galvanized corrugated ties. wlfhout the whn�, «,rno�zanor, 2.Oi PAVING MATERIALS E . Stone colurons: As su Iied b Owner and to be installed l� Contractor. C . Paint: Red Oxide priiner. of Edward M Gwathmey Jr.. PP }' Y Henry R, Pratt or �ey SchWtz C. Pipe Laying: C. Reinforcing Steel: ASTM A615, Grade 40. A. Materials in accordance with the Colorado State Highway Department 1. Lay drain Gnes to uniform grades and alignment, with continuous fall F. 5tone wall cap : 2" nominal thickness Colorado buff sandstone. 2.03 ANCHORS Specitications. in direction of tlow with minimum slope of 1/8" per foot� 2.03 MORTAR MATERIALS Rectangular shape: As selected and apprn�ed by Architect. 2. Clean interior of pipe thoroughly before being laid. A. Provide anchors for steel framing as indicated and required. 1. Base Course: Crushed rock or stone. 3. Lay perforated pipe with perforations facing down. A. Portland Cement: ASTM C150. 2.02 MORTAR AND ACCESSORIES Date: 30 AUG �93 2. Asphaltic Concrete: ASTM D946 asphalt cement with coarse and fine 4. Connect to oatlet as indicated. PART 3 - EXECUTI�N aggregate free frnm �egetable matter, clay and deleterious substances. B. Hydrated Lime: ASTM C207. A. Mortar: See Section 04200 Unit Masunry. Rev(sed; D. Install Miradrain against foundation wall per manufacturer's 3.01 ERECTION 2.02 ASPHALTIC CONCRETE MIX recommendations. C . Aggregate for Mortar: ASTM C144. B. Wall �Yes and Acc�ssories: See Section 04260 Unit Masonry. A. General: Erect structural steel in a�cordance with AISC Specification A. Design and mix �n accordance wit� Calorado State Highway Department E. Backf'il6ng: D. Water: Clean and free from deleterious amounts of acids, alkaliss or FART 3 - EI�LECUTION and notes on Drawings. 5pecifications, Grade EX. 1. After pipe installation has been sccepted, p�ace pervious 6ackfit� organic materials. material on esch side and top of pipe to dimensions indicated. A. Cleaning: Remove dirt, ice, loose rust and scale from walls, ties prior B. Temporary Bracing: Pravide temporary bracing as aecessary for dead load, � PART 3 - EXECUTION 2. When placing crushed rock backfill, prevent displacement of or injur,y ta installation. wind and erection stresses. E. Antifreeze Compounds: Not permitted. - to pipe. 3A1 PAVEMENT DESIGN 3. Place protective cavering full width of trench, over pervious B. Cooperation: Check relationship of masonry to work under other sections, C . Bearing Plates: Align individual bearing plates for beams and sin��r F. Otber Admixtures: Only with permission of Architect. structural members wfth wed es or shims. . � '; i ' - hacict"ill before other backfill is placed under Section 0220(1. cooperate witb others and proceed as desirable for general prc�ress and g „ � A. Pavement thickness: 4. Wrap filter fabric over top of pipe and pervious backf'iH bef�re bast interest of project. ''� `' t' �� 2.d4 MIXES . � : • � . � , continuing to backCill against wall per Section 02200. Pro�ide �'u11 lap of � f �"' � 1. Aggregate Base Caurse 6 inches filter fabric across top. 3.fl2 INSTALLATION OF STONE VENEER � EDWI;RD n�1 . �, A. Block Setting Mortar: Type S co�taining Portland cement, hydrated lime � � 2. AsphalticConcrete3_inches � GWP.T�I �;i �Y , � �; . and aggregate. The use of accelerators or antifreezes not permitted. _ 3. Total thiclmess 9 inches 5. Backf'�! against Miradrain 2000, taking care to ensure tbat product A. General: Lay stone in desired pattern. Wall texture shall match the C- 2 � � r stays flat to wall. appro�ed samgle panel. Joints shalt be glove raked, and back grouted as � . B. Stone Mortar: Only non-staining mortar shall be used for stone work. ;�. -: _ , required ta ahtain desired appearance. -z ;> ;- Mortar shall consist of non-staining Portland cement and aggregate. sE� a R��' ' ' Propo�tions of mortar mix shall be approved by the Architect before B. Wires: Cut of� any wires beneatb the sarface that are used for tying tie beginning work. A limited proportion of masonry cement may be used upon stone in place during mortaring. E�ercise care that such ends are properly approval of Architect. The nse of accelerators or antifreezes in mortar is coYered to prevent occurrence of rust. � --vf �� prohi6ited. � ,,� , , ; . r� rt �Y-"!L �` 3l F �-: s _ .. � LpNl�°� p�� x2 4� =1 , ` � � � � `` � ° � �� Shee# �er . _ _ ." r r�� . . t �� i , - - - � r�- �, ':\� 1C�. ct�� . . . . �-x`�*� . . . t L:' . +. b� iA ` • � C. Grout. 3040 psi. ; , ,r,. _ ��rr . . ' � r�.,. - �+� s T '� Y� � j�. j � . � � � �;� `��':�-- z'`�� „�' �" `� E�-•; � �... � � A9 . 2 : ; � l ' '� � - � GY....�_.�.,.------- _,DAT '��.. :: E� ! . ' � � . , , - z , �: , _, - - . . s; - - = = � � - : , . f :t.. , y . „ . . , . -. _ . _ . ' . . . , . . . . _ . . . .. r . 4 ' . F . � . i - ^ . . . _ , . - ' � . ' k` , ' 1 � - ' . . . . . . . . _ _ . . ' _ . . . . .. ,. . li, ., . . - , , . - . ' _ . - . . � , . . . i j . - . .. . �� . . ' . . . . � . . . . . ` . . . � . � � ' „t i ! . . � ' . .. _ .\ . . . . . . c S . . . - . . , ' . . � � ' - . . , . . .. . . _ . _ - . . . - .. � . . � . - _ • . - 1 _ ' . , _ � - � Gwath mey � �� P ratt , _ Sc h ultz � ArchRech. p.c. � SECTION 05500 METAL FABRICATIQNS F. Plates: Doaglas Fir Standard Grade or Better. Sill plates shall be B. Laminated member shall be detailed and fabricated in accordance with the D. Woad Staers: Construct treads of 2 layers 3/4" CDX plywood and 1/2" GDX DIVISION 7 THERMAL AND MOISTURE PROTECTION Vd, �obradot 8169 W� pressure treated Douglas Fir or Redwood. Standard Specifcations for the Design and Fabrication of Structural G1ue plywood risers. Install l/2" plywood over stair stringers glued and nailed Tek l3031 476-1147 F� (303) 476-1612 PART 1 - GENERAL Lam�nated Timber, latest edition as pubGshed by AITC . to strutger with API apprm�ed adhesive. Provide glue blocks as required. Division 1 - General Requiremenks applies to work of this division. - 2.03 MICRO-LAM BEAMS Nail and glue joints oot supported by angles. ' 1 .01 LOCATION OF WORK C. Provide units conform#ng to AITC 117, 22FV8, D.F. for continuous members SECTION 07115 SELF-ADHESIVE MEMBRANE WEATHERPROOFING A. Beams: Trus Joist or approved substitute laminated of Douglas Fir. and cantilevers and 24FV3 for simple support members. Members sball be - E. Stair Railings: Clear white pine as shawn on the drawings. - A. Steel pipe closet rods. designed with zero camber with top surface clearly stamped on each member. PART 1 - GENERAL 2.04 SHEATHING F. Interior Handrails to be clesr white pine. B. MisceIlaneous angles, chsnneL4, tubes, and plates. 2.02 HARDWARE L�l WOKK INCLUDED A. Roof Decking: 5/S" C .D. plywood or 5/8" Louisiana-Pacifc Waferboard. G . Wood Flooring to be 3 1/4" white oak. Finish to be double stained with 1 .02 QUALI'1'Y AS5[7RANCE A. hiaterials: Minwax Specisi Walnut. A. Furnish and install membrane waterproo�ng at the following locations: , B . Wall Sheathing: 1/2 " C .D. plywood or 1/2" Louisiana-Pacif"�c Waferboard. 1 . Steel: ASTM A36. 1. Over roof sheathing, covering entire surface of t�e roof, befure � A. Welders: AWS certified. 2. Bolts: ASTM A3d7. H. Wood Paneling to be clear white pine 1 x 6 V-groo�e to be stained. installation of cold roof assembly. Extend up side walls at roof 2 '-6" C. Plywood Fioor Decking: 3 . Lag Screws: ASTM A307. 1.03 REFERENCES 1. Thickness: 1 -1/8" CD plywood. I. Beams to be solid Engleman Spruce sawn and draw knifed for hand hewn minimam where applicable. _ . 2. Exposure Durability: Exposure 1 (Interior with exterior glue}. B . Finish: Steel prime coa� finish, to recei�e stain. lA2 SUBMITTALS A. Metal Fabrication Work: Cam�ly with AISC Specification for the Design, 3. Singk layer tloor sheat�ing shall be T&G. Fabrication and Erection of Structural Steel for Buildings. 2.03 FABRICATION 2.02 EXTERIOR MATERIALS A. Product Data: Submit copies of manufacturer's literature for all � D. Floor Underlayment under wood flooring or carpet: 1/2 " Homosote, unless . ' noterl otherwise on the Drawin s products furnished. See Section 013Q0. . B. Ea�posed Metal Fabrication Work: Comply with Section 10 Architecturally g • A. Fabricate in accordance with AITC Standards. A. Wc►od Fascia and Trim : STK (Select Tight Knot) re-sawn western red cedar • � E�eposed Structural Steel of AISC Code of Standard Practice. as indicated. No knots allowed in bottom edges. 1.03 JOB CONDITIONS 2.05 METAL FRANIING ANCHORS PART 3 - EXECUTION C. Welding: Comply with AWS Structural Welding Code - Steel D1.1 . B . Exterior wood siding to be l x 6 nom T & G, V-Groove, select tight knot {STK), A. Envirc►nmental Conditions: During cold weather, maintain substrate A. Acceptable Manufacturers: . 3.01 PREPARATION re-sawn western red cedar siding. 1 . Sim son Com an temperature at minimum of 40 degrees F. 1.{i4 SUBMI'I"1'ALS P P Y 1. Deli�er aad store at as early a date as possible in order to reduce 2• T�O A. Inspect previous work and tield measure as required. moisture content as much as possible. Material shall be kiln dried and � 3. Harlen Metal Products PART 2 - PRODUCTS A. Shop Drawings: Submit in accordance with Section 01300. deli�ered with moisture content not to exceed S% , 6 % is preferred. , ; 4. Silver Metal Products 3.02 ERECTION AND INSTALLATION 5. KC Metals 2.01 WATF.RPROOFING MEMBRANE PART 2 - PRODUCTS C'. E�erior Handrail: Clear redwood or cedar. 6. Approved Suhstitute A. Fit members together accurately without modification. Accurately A. Acceptable Systems: 2A1 MATERIALS assemble to lines and elevations indicated on shop drawings. D. Air Infiltration Barries: Typar HonseWrap. 1 . Prc�tecto Wrap Jiffy Seal Ice and Water Guard 60 mil with all S. Types and Sizes: As indicated and required. � C accessor_y products. ' 1 O A. Steel Pipe and Tu6ing: ASTM A53, A501, or A508; Schedule 40. Closet 2.03 CLOSET SHELF AND ROD rods to be � " nom diameter with threaded ends. Provide with t6readed C. Accessories: Provide nails and bolts as recommended by manufacturer. 2. Approved Substitute - W.R. Grace Ice and Water Guard. U -- SECTION 0619b PLYWOOD WEB WOOD JOISTS � �, flange ffttings for attachment to watl. Shop prime and pain�. See A. Melamine surfaced particle board si�elf with clear white pine nosing and PART 3 - EXECUTION "- ; Division 9 for Cinishi�t . PART 3 - EXECUTION steel � e rod see Di�ision 5 . Shel� ta be su orted b continuous ine - g PART 1 - GENERAL P�P � ) PP Y P W > cleats at perimeter and white £mish metal brackets as required at spacing 3.01 APPLICATION B . Paint (miscellaneous items): Red metal primer or Rust-�leu�n lOfi9 �ed 3.01 GENERAL 1.01 SUBMITTALS not to exceed 4'-0" o.c. Two (2} shelves and rods where shown. Q � primer. Field apply asphaltic base paint on all below-grade masonry � A. Coo erate with other trades. Provide wood rounds blockin hackin and A. Priming: Prime surfaces if recommended. � su�porting ledger psnels. See Division 9 for finish painting. P � + �� g A. Shop Drawings: Submit in accordance with Section 01300. PART 3 - EXECUTIEIN � framing required for other trades. Cut and patch rough carpentry as � jl r uired. B . Joints and $reaks: Apply a 6 " wide x continuous strip of waterproofing �J l � 1 .02 DELIVERY, STORAGE AND HANDLING 3.01 INTERIOR INSTALLATION � � membrane beneath all joints and at horizontal to verticat transitions and � END OF DIVISION 5 3.02 INSTALLATION at all corners and angles before applying membrane. _ A. Store joists in vertical position, off the ground and co�ered for A. Quality Grade: AWI Custom. n , L.JL (� A. {General: Install framin sheathin and meta� framin anchors in protection from weather. C. Terminations and Penetrations: Apply a 6 " wide x continuous strip of . �� g g R. Interior Finish Trim: } accordance with the Uniform Buildin Code. membrane with mastic sealant as recommended by the manufacturer at the � g PART 2 - PRODUCTS 1 . Wherever perssibie, each length of t"inish trim shall be in single � p perimeter of all terminations xnd penetrations and as indicated on the z pie€e. Miter jcrints at carners. Double miter base at outside corners. m Q , B . Framin Drawings. g' 2.01 PLYWOOD WES ,TOISTS Window jam6 casings shall butt to head trim and to sill. Sill to eattend O � �( 1. Perform framing in substantial manner consistent with accepted past jamb trim as shawn on the drawings. S�Cirt trim at window sills shall � � standards in the car entr trade. Erect framin lumb, level and true; and D. Membrane: Apply membrane system as reco�nmended by manufacturer. ( n � J P y g � A. Wood I-Joists: WSI as manufactured by Williamette Industries, Iac., or ha�e mitered returns to walls. Dcior trim to have mitered corners at top �� / O rigidly anchor in place. . anc! hath blocks at bottom. � approved substitute. Substitutes will only be considered which have � E. Membrane shall 6e discontinuous 1 " either side of all roof rid es. 2. Lo�:ate studs 16 " o.c. except where indicated otherwise. Provide 2. Install interiar �nisb le�el lumb and true and ri tl secure to g ^ U • . capacities in bending, shear, and det7ection greater than the member showa ' p � y Insta1130 lb. felt at ridges with 12 inch overlap on membrane. � - doubie studs both sides of openings and at ends of walls. on the structural drawings. bracing with nails, screws, glue, etc. Biind nail wherever possible. � � � 3. Locate roof joists as indicated. Provide continuous headers or solid Where st�rface nailing is necessary, use �nish nails carefully set with .J DIVISION 6 W04D AND PLASTICS blcekin (as indicated) at 'oint bearin Provide brid ia as indicated. F. 151b. felt installed over cold roof assemhly prior to fiberglass _ _ g � �' g g PART 3 - EXECUTION nail punch or usE pneumatic tastening de�ice. � 4. Re laced war ed lumber in walls and 'oists rior to instatlateon ef shingles. Q O Q _ P P J P 3. Except where molded, mill trim with perfecily syuare edges. After finish surface. 3.01 ERECTION AND INSTALLATION erection, slightly rouad expos�d edges by sanding. J � Division i - General Requiremen�s applies to work of t6is division. 5. Anchor plates at bearings as indicated. Unless otherwise ind'ecated, 4. Finish shall be hand smoc>t�►ed, ready for painter and free from bolt plates �rmly to conerete with 1/2 " x S" anchor bolts, 4' -0" o.c. or machine or tool marks or an rou hness. SECTION 0715Q DAMPPROOFING � A. Place joists in positioas indicated on s�op drawings and support in Y g $ECTION {16i0Q ROUGH CARPENTRY - See Struetural Drawings for use ramset, or equal, powder-actuated fastening system. manner indicated. Keep joists in upright position at all times. Hold PART 1 - GENERAL , Additional5�ees. b. Spacing of joists at tile tloors shall not exceed 15" on center and chords in a straight lines from time of setting until sheathing is appGed. C. Wa�d Dcx�r Frames: Install frames square and plumb in the opening, wedge, deflection shall be no greater than IJ500. and nail with finish nails. PART 1 - GENERAL 7. Install floar decking with screws and continuous bead of adhesi�e on g, Install bridging as erection proceeds. Install temporary bracing to 1.01 LOCATION OF WORK op edge of a]l joists. maintain aGgnment and prevent lateral movement. Securely anchor as D. Underlayment: giue and nail according to u�anufacturer's recominendations. lAl REFERENCE5 A. Outside all concrete foundation walls at all basements. Extend indicated and recommended by manufacturer. _ C . Sheathing: Install sheathing panels with face grain across supports. 3.02 EXTERIUR F`IIVISH damp�roo�ng to b " below �nish grade. o copyn�, r Gwath mey/Pratt/Sch ultz A. Wood Fram Com 1 with re uirements of Uniform Buildin Code and Archltecis, P.c. . �� P y q � C. Spacing of joists at tile floors shall not exceed 1G " on center and � �9r,ts Reseryed _ "Nationxl Design Specif'�callons for Wood Construction", 1982 edition, as D. Metal Framing Anchors: Securely fasten in place in accordance with d�tlection shall be no greater than L/5fl0. A. Insta311 air infiltration barrier according to manufacturer's 1.02 PROJECT CONDITIONS rnanufacturer's recommendations. This document, md the +d� pablished by National Forest Products Association. instructions. �,d de8ig,s r,co�p«ared A. Environmental Re uiremenfs: Do not a 1 if air tem erature or surface hereln, � m �,atn,R,�,r ot q pP 3' � � profesalond service, b the B. Lumber: Com 1 with Stxndard Gradin Rules for Western Lumber ublished SECTION 06181 GLUED-LAMINATED STRUCTURAL UNITS B. Install all exierior trim and sidin tem erature is below 40 d rees F. prop�ry of Gwa4hrr� /P►att� p y g � SECTIUN 0620U FINISH CARPENTRY g in maximum lengths. Seal all P e8 no flozb r`�d tki wh��o h by Wcstern Wood Products Association. Eac� piece of lumber shall be grade surfaces, including field cut surfaces, witb clear waterproo�ng type �"o;f`t e wr�rrtt� wn,�`«iiatior, stamped. PART 1 - GENERAL sealer hefore installatian. Install all exteriar trim using hot-dipped PART 2 - PRODUCTS ��Edward M Gwathmey Jr„ PART 1 - GENERAL ry R. Pratt a s+d�,ey son�nr�. galvanized or noa-corrosi�e type screws. _ C. Plywood: Co�ply with U.S. Product Standards PS 1-74 #'or Sottwood 1.01 QUALITY ASSURANCE 2.01 MATERIALS 1 .01 REFERENCES Plywood/Constructian and Iedustrial. Each panel shall be ideatified with B. Exterior siding: Install siding a�er sheathing and air int"dtration � the grade trademark of the American Plywood Association (APA). A. Manufacturer. Mem�er of American Institute of Timber Constructios� (AITC} barrier. Install 'exterior siding using hat-dipped gal�anized or A. Primer: Flintkote 710-01 or equal. A. Comply with custom grade requirements of "Architectural Woodwork and �ve years experience in fabrication glued-laminated structural units. Quality Standards and Guide Specitications", 1985 edition, as published non-corrosive type screws. Dote: 3� AUG '93 PART 2 - PRODUCTS B. Asphalt Emulsion : Flintkote 700-03 or eqaal. by tbe Architectural Woodwork Institute {AWI). - B. Quality Mark: Members shall be marked with AITC quality mark indii:ating Revlsed; PART 3 - EXECVTION 2.01 R�UGH HARDWARE con[ormance to ANSI 190.1. PART 2 - PuonucTS END OF DIVISION G A. Ptovide necessary bolts, screws, naiLs, clips, plates, straps, hangers, 1.02 REFERENCES 3.01 PREPARATION � - - 2.01 INTERI�R MATERIALS etc., aecessary far the completion of rough carpentry. Dse correct ms�terial of proper sixe and strength for tl�e purpose intended. Conform to A. Design and Manufacturing: AITC 117-82 Design and Manufacturing, Standard A. Clean surfaces to be dampproofed. Fill voids and honeycomb in concrete A. Quality grade: AWI Custom walls with grout. Brush down surfaces to remove Icx�se scaie, fins, dust, etc. t�s requirements of this specifir.ation, the notes on the Drawings and Specifications for Structural Glued-Laminated Timber of Softwood Species. app6cable buiMin� codes. B. Interior Trim: 3A2 APPLICATION 1.03 SUBMITTALS 1 . Ciear white pine. Finger jointing nat acceptable. Custom B. Provide ane�or bolts indicated to be built into t6e concrete and masoary pro6le{s) as selected by Owner. . ' .' / for support of wood framing for installation under Division 3 Concrete and A. Shop Drawings: Submit in accordance_with Section 01300. A. Primer: Brush or spray primer onto surface at rate o�' U2 to i gaIlon 1�; _ _ . � DivLsion 4 Masonry. 2. Base: 3/4" x 5-1/4" p q p g p �,. , er 100 s uare feet de endin on surface arosi 3. Skirts and Casings: 3/4 " x 3-1/4" - PART 2 - PRODUCTS � ' ' " "' ^ ` ' . � 4. Sills: 6/4" nominal. � , 1 E�' " ' ' ' : J :•: - 2.�2 FRAMING LiJMBER B . Asphalt Emulsion: Brus� or spray two coats of emulsion over primed ; � „� r - - � 2.01 LAMINATED BEAMS �- Head trim at windows: 5/4" x 5-1/2" nominal. g p � y + `�� :� surface at rate of 3 allons er 100 s uare feet. ` � � G J � r� i f l ! _ ' � , � � �� C - � ...ii.rl � _ A. 2 x 4 Studs: Douglas Fir, Standard Grade or Better. C. Wood Uoor Frames: White pine, C seiect or better. Flant assembled with A. All laminated members shall be fabricated of Douglas Fir Larch as 12 % corners dadoed and glued. Finger jointing not acceptable. Provide door `�� y :: � ; ; � B. 2 x b Studs: Douglas Fir, Na. 2 Grade or Better. moisture content in accordance with WCLIB. All sizes shown are net. f '�°�'�`° � frames as required for Owner supplied doors. Fp p �;'v �� C. Headers: Douglas Fir, No. 2 Grade or Better. D. Joists: Dongles Fir, No. 2 Grxde or Better. ,,,,, ,� „ , . �,y �v�a, rax�r �✓"-� �.�' . ..1 � ;� , � _ _ _ r� . . - _ � x „i3t � e.3 � ��! � '-.� � � � � �. i � �i-i 1 � E. BMcking aed Furring: Do�glas Fir ur Hem Fir Standard Grade or Better. � � � �� '� '' � �`' �`� � �� . � � � ��T EA � ! � St} b'�q Mq k � � '. ' � � � '�� ",�� E� � �� `��' � �'_'i i �..� , � A9 . 3 � � BY._..____1��=---------- ----------,DATE�� _..� �� . � .; r... . -- _ . _ , . \ _ - , Gwath mey ? Pratt Sc h ultz ,4rchKecfi, p��, t B. Manufacturer and T,y e. flush 4 anel insulated overhead door as submitted 100Q S Frontc�e Rd West 2A2 MATERIALS C . Install rid e vent and refabricated rid e shakes over rid e vent er Vd, Colorado 81657 SECTION 07210 BU�LDING INSULATION g P g g P nlvislorr g nooRS ANn wiNnows P ' P manufacturer's instructions. and approved. Tek (303) 476-1147 Fmc (303) 476-1612 PART 2 - PRODUCTS A. Ad6esive: Dryvit Primus/Adhesive. Division l - General Requirements applies ta work of this division. 1. Operation: Motorized with operation by hand held activator in 3.02 COMPLETI[lN . vehicle and push button operation in garage. 2.01 MATERIALS B. Insulation Board: � i . Type: 1 " thick eartruded polystyrene. E.�.S. is not acceptable. t�t completion of project, replace damaged shingles as directed by the sECTioN as�ia woon noaRS C. Size: As indicated/as required. 2. Flame 5pread: Less than 25. Architect. A. Perimeter Found$tion Drainage Insulation Board: 2" thick x 24" wide D. Track: Provide standard track with Delrin rollers for reduced Dow St rofoam T�ermad waft7e draina e ,Board insulatian. No 3. Insulation Manufacturer: Approved by system manufacturer. Y i`Y 8 subsNtutions without Architect's written approval. PART 1 - GENERAL SECTIQN 07600 FLASHING AND SHEET METAL operationat noise. ' G Reinforcing Mesh: 1 .01 REFERENGES 1. Up to 3'-0 " at ground levels and at decks above grade: Dryvit Panzer E. Hardware: Counterbalance door with torsion s�rings and galvanized lift B. Blanket Insulation: FS HH-1-521F, Type 1, aafaced fber glass batts or � PART 1 - GENERAL blaakeks. Provide thermal resistances as indicated aad as #ollows• Reinforcing Mesh. cable. Provide standard hardware for inside latching and cylinder lock. � 2. Ot�er Locations: Dryvit Standard Reinforcing Mesh. A. Reference Standards: See Section t11050 far custom wnod doors. Comply 1. Wallv: R- 19. 1.01 REFERENCES witb fo3lowing: 2. Raof: R-30. F. Finish : Wood sidin� installed by door supplier, provided by Contractor. 1 . Architectural Woodwark Quality Standards, Guide Specifications and 3. Pln�nbin Walls: R-11 each side. D. Finish: Dr,yvit acrylic based factory mixed coating with integrat cobr A. Reference Standard: Com 1 with recommendations of SMACNA Architectura� g P Y (�uality Certi6cation Program, Fuurth Ec3ition, as published by the and texture. One color reqaired. Sheet Metal Manual, latest edition. Arcbitect Woodwork Institute. G. Support: Provide necessary supplemental framing for support of tracks. � C. Blanket Insulation: Fal faced fiber glass batts or blankets under a11 radiant tloors. Provide tlame spread FS-25 and thermal resistance of R-19. E. Cement: ASTM C150-85 Portland Cement Type I. a. Comply with premium grade requi�ements. � - PART 2 • PRODUCTS PART 3 - EXECUTI�N . / Install foil side up. 1 .02 SUBMITTALS _ ` F. Water: Clear and potable. 2.{11 l�7ATERIALS - 3.01 INSTALLATION D. Vapor Barrier: A. Shop Drawings: Submit in accarclance with Sectian Q1300. Indicate 1. Walls and Roof: 4 mil ol eth lene between interior dr wall and PART 3 - EXECUTION A. Galvanized Iron: ASTM A526 commercial ualit sheet steel with A529 G9a A. General: Install overhead doors accordi�g to manufacturer's instructions P Y Y Y � Y � lceation, size, elevation, de#ails of cons�uction, 6ardware blocki�g, fire insulation. cflmmercial hot dip galvanizing, phosphatized for painting (" Paint-Lok" }, rating, factc�ry preparation requirements for eacb door type. and reviewerl Shop Drawings. 3.01 EXAMINATION Gau�es as indicated and specifed, 2b gauge minimum. E. Sound Insulation: B. Provide doors to apprupriate sub-contractors for installation of wood A. Verification of Conditions: Comply with Section O1b00: 1 .U3 QUALITY ASSURANCE 1. 3-l/2" thick unf$ced glass ffber sound insulating batts in all B. Clips or Cleats: Same as material being installed. siding. , � interior walls and in all t'loors not covered above. 1. Existing Conditions: Examine substrate before beginning A. Regulatory Reyuirements: Provide UL nr Warnock Hersey 20 minute label on installation. C. Nails and Fasteners: Galvanized or cement coated. C. Weigh doors and adjust springs and other hardware as required. doors requiring fire la6eL (Doars to Garage). F. Mechanical and Plumbing Insulation. (See Division 15 aLso.) _ 1. Insuiate the hot water circulation pt�ing with Certainteed 500 2. Noti�cation: Notify General Contractor of unsatisfactory conditions D. Sealant: Polyurethane. Rc�ofer mastic not acceptable. PART 2 - PRODUCTS " snap-on" molded one-piece Gberglass insulation with a 1 " wall thickness. in writing with copy to Architect. SECTION 086ll METAL CLAD WOOD WINDOWS AND DOORS W c 2. Insulate the fflliowing cold water piping with Certainteed 50� PART 3 - EXECUTION 2.U1 OWNER SUPPLIED DOORS "snap-on" molded fiberglass insulation with a wail thickness of 1/2" (3/4" B. Acceptance: Beginning of work means acceptance of existing conditions by PART 1 - GENERAL U O or smaller diameter) or 1 " (larger than 3/4" diameter). applicator. 3.01 P1'ORKMANSHIP A. Description: Sosue doors will be supplied by Owner. Contractor to z � a. potable cold water pipiug. coordinate as required with all trades and subcontractors for proper lAl SUBMITTALS -- b. interior above ground storm water piping. 3.42 PREPARATION � 1 � > A. Flashings: Including, but not limited to: instatlation and operation of these doors in the locations given in the LLt 3. Insulation not required at chrome-plated exposed piping, air L Counter, Base and Chimney Flashing: 24 gauge. door schedule. A. Shop Drawings: Submit in accordance with Section 01300. '- chambets, unions, strainets, check valves, balance cocks, tlow regulators, A. Protection: Provide drapes, drop cloths and other protection required to x, Edge Flashing at Shingle Roofing: 24 gauge. � � draina i ia located in crawl s aces, buried i in �re rotection protect adjacent surfaces fram damage during �nish operations. PART 2 - PRODUCTS � � Se P p g P P�P � P �. Base Flashing at Junctures of Shingle RooCng with Vertical Surfaces: 2.p2 PANELED INTERIOR DOORS - � - piping, and pre-�nsulated equipmen� , 24 gauge. � (n 3.a3 INSTALLATION 4� Valle Flashin • 24 au e. 2.41 MANUFACTURED WOOD WINDOWS , Y g• g g A. Description: Custom manufactured solid stack 4 panel doors, AWI premium SECTION 0724fl EXTERIOR INSULATION AND FINISH SYSTEM 5. Fireplace Flue Top Cover: 16 gauge as indicated. grade cunstruction. Pre-machined for hardware. Thickness as scheduled. � A. General: Install insulation, reinforcing mesh, and �nish coat in G, Other locations as inrlicated. A . As manufactured by N;agle or approved substitute. Standard sizes as � m accordance with manufacturer's recommendations. scheduled and custom sizes and shapes as scheduled ar required. Provide � PART 1 - GENERAL B. Species: Solid stock- stain grade clear wbite pine. (� . SECTION 07900 .TOINT SEALERS egress type window hardware where required. Notify Architect promptly if lAl SUMMARY B. Insulation: Install insulation with adhesive in running bond with joints ' scheduled windows do not meet egress requiretnents. .� staggered and interlocked at corners. Align edges to produce t]at C. Glazing: See Drawings. � � surfaces. Let dr 24 hours. Sand hi h areas to roduce flat surfaces. PART 1 - GENERAL � � A. Section Includes: y g p D. Hardware: See Seetion 08710. $. Finish : Aluminum clad with manufacturer s standard bronze color. � m Q { 1. Insu�ation aad finish system on walls and sofCts as indicated. 1 .01 SUBMITTALS Un�nished wood inside to receive �nishing as specified in Section 09900. � � C. Base Coat: Apply 1/16 ° coat of adhesive and immediately embed - ^ � 0 , PART 3 - EXECUTIi3N rr � J lA2 SUBMITTALS reinforcing mesh into wet adhesive and smooth surface until mesh is not C . Weatherstrip• Weatherstripped. v � visible. Lap mesh edges 2- 1/2". Allow to dry 24 hours. A. Samples: Submit for color selection in accordance with Section 01300. . Q 3.01 P1tEPARATION " U A. Product Data: Submit m accordance with Section 01300. Include PART 2 - PRODUCTS D, Glazing: Factory glazed with Low E Squared (R=4) insulating glass, Q " mannfacturer's s ecifications and a lication instructions. D. Finish Coat: Apply with clean stainless trowel in continuous operation , adjusted for altitude as required. Provide tempeced glass in all locations > - � P PP A. Conditioning: Condition doors to average humidity in installation area without wld joints in color and texture to match accepted ssmple. where required by applicable codes. -J 1 . Form to special shapes and lines as indicated. 2.01 MATERIALS prior to banging. Warped doors shatl be replaced or the defect remedied at � � _ B. Ssmples: 5ubmit 3�' x 2' sam�les of each kype of color aad texture for no cost to the owner. O Q acce tance in accordance with Section 013(1(1. E. Accessories: Windows shall come with matching jamb extensions, size as � p 3.04 CLEAIVING A. Acceptable Manufacturers: J � L DAP, Inc. B. Prefitting: Prefit new and Owner supplied doors to frames and machine required (�eld verify). Provide head drip cap tlas�ing, nailing fins and C. Qaality Contro� 5ubmittals: 2 Parr, Inc. for hardware ta whate�er extent required far proper �t and uniform any necessary hardware, anchors or related items. • • l. Certified Craftsmanshi CertiPcate: The lathin and lasterin A. Cleaning: Clean adjacent surfaces splattered with synthetic plaster. P S P g 3. Pecora Corp. clearance at each edge. oontractor shall nutify the Mountain States Bureau for Latly Plaster, and 4�. Sonneborn Building Products F. Trim Flashings: Provide all related trim and t7ashings. DrywaIl, Inc., 1181 S. Huron, Denver, Colorado, before startin work and SECTION 07310 FIBERGLASS SHINGLE ROOFING g 5. Tremco Manufacturing Co. C. Sealing: Befc;re installation of hardware, 6rush apply exterior seal coat � shall, upon completioa, farnish a " Certifled Craftsmanship Certificate" as 6. W.R. Grace and Co. to aU job site cut or planed surfaces. {G. Screens: Provide fberglass mesh screens for all operable sash windows, issued by the Bureau to the Contractor for transmittal to the Architect. PART 1 - GENERAL 7. Mameco International 1. Sealer: Type recammended by manufacturer. sliding doors and french do��rs. Ship screens separately S. Dow Corning lA3 QUALITY ASSURANCE 1.01 WARRANTY H. Window supptier to identify local service representative. 9. General Electric 3.03 INSTALLATION � GaTh�mey/Pratt/Scfiultz ' ld. Approved Substitute Archltects, P.c. A. Apglicator Quslifications: Fadory approved and trained. A. Warranty: Provide written copy of manufactarer's forty (40} year A. Geaeral: Install doors in accurdance with manufacturer's recommendations I. Hardware: Pruvide manwfacturer' s upgraded brass �inish hardware. All Righfs Reserved ' . warranty covering materials�and labor in accordance with manufacturer`s g, '�ypes: and as required for groper operation. This do��,e►,r, md the ideas warrant and Section 01700. PART 3 - EXECUTION �d de�,g ti�orporared 1.(M DELIVERY, STORAGE AND HANDLING y L Exteri�r: Two component Polyurethane. 1. Fit. to width by planing and �t to height. In no case shall doots be herea,, a9 an narrune�t of profeaslond aervice, Is The 2 Around Bathtubs and Showers: Silicone. cut down to opening size smaller than those for which they were �roperry of Gwothmey��arri SchulTz ArchHecte, P.C, rnd Is A. General: Com 1 with Section O1b00. B . General Coatractor to provide two (2) year warranty covering installation 3.01 INSTAI,LATION AND ADJUSTMENl' �ot ro be �d, n wt,de or r, P Y 3. Interior: Latex Acrylic. manufactured. f� � o�� o � i. Delivery: Deliver materials in original unopened containers and and subs�quent leaks in root5ng system. �, �'oam Sealant: W.R. Grace Pol cel One or Insta-Foam. wn�i,o�r rne wrtrr�, wrn�«rzati«, y � of Edward M. Gwathmey Jr., store o[f ground and under cover. B . Han m A. General: Install wfndows according to manufacturer s instructions and Nenry R Pratt or Si�ey Schultz. 2. . Storage: Stare at temperatures not less than 40 degrees F. lA2 MAINTENANCE C. Colors: Selected from standards by Architect. 1. After sizing doors, fit for hardware as scheduled. Before reviewed Shop Drawings. Adjust operable sash to work freely with all " 3. Starage: Protect metal accessories from rasting during storage. installation of hardware, hrush apply an exterior seal coat to job site cut hardware functioning properly. Re-adjust at completion of the job if 4. Rasted and water damaged materials subject to rejection. A. Eatra Materials: At completion of the work, deliver to the Owner D. Accessories: Provide joint backing and bond breaker as recommended hy snrfaces. Use sealer re�ommended by door manufacturer. directed by the Arehitect. replacemeflt shakes in the amuuat of 1 % of the total of each type of shake manufacturer. 2. Hang doors to be free of binding with hardware functioning properly. 1.05 PROJECT CONDITIONS 1 installed. B. Protect windows from damage by uther trades during balance of Date: 30 AIIG �93 PART 3 - EXECUTION construction. Contractor shait replace any damaged units at no cost to the A. Environmental Requirements: PART 2 - PRODUCTS Owner(s). Revised; SECTION 08360 SECTIONAL OVERHEAD DOORS 1 . Cold Weather Protection: 3.01 INSTALLATION a. Do aot apply materiaLs to surfaces frozen or contsining fros� 2.01 RO�FING MATERIALS C . Store screens until job is ready for occnpancy by Owner. Clean ail . PART 1 - GENERAL windows and then install screens in all windows and doors. Ad ust door Do aot use frozen materials. A. General: Apply in accordance with manufacturer's recommendatians. � b. If artiffcisl heat is used, locate hester to prevent A. Fiberglass shingles: Celotex Presidential Shake. 5ubmit samples of screens as required for smooth operation. Re-adjust as required if so " Shadow Gra " color for Architect' s a roval. Provide and install starter l .al SUBMITTALS directed b the Architect. cancentration of heat or fumes on finish surface. 3' pp B. Joint Sealers: Apply in continuous bead without open joints, voids or � c. Da not apply if ambient temperature is less than 40 degrees F. shakes and pre-cut hip and ridge pieces. air ockets. Con�ne to 'oin remove excess. Lesve 'oints sli htly • P J � J g A. Shog Drawings and Prod�ct Data: Submit in accordance with Section 01300. Maintaie this temperature 48 6ours prior to application, during i.eC�s�. SECTION 08655 RQOF WINDOWS application, and for 24 honrs after application. B. Roqting Membrane(s): See Section 07115 for self ad6esi�e membrane and 30 d. Proride temporary heat and enclosure if necessary. pound felt at ridges. 3.02 SCHEDULE PART Z - PRODUCTS , PART i - GENERAL _ 2. Hot Weather Protection: Protect against uneven ar excessive `- r �•� _ �y � eva ration duri dr hot weather and trom stron b�asts of dr sir, D. Prefabricated ridge vent: Nylon matting with polyester fabric cavering 2.U1 OVERHEAD DUURS 1 .Oi SUBMITTALS P� n8 Y S Y A. Locations: either natural or artificial. as manufactured by Roll Vent or approved substitute. L Joints Between Exterior poor and Window Frames and Rou h Wood „� v � ^ � ? . g A. Appro�ed Manufacturers: E�, � � :-: ;, � ! � . F r a m i n F i l l a s c o m l e t e l w i t h f o a m s e a l a n t. A. Shop Drawings: Submit in accordance with Section 013{I0. � , ,, ' € PART 2 - PRODUCTS PART 3 - EXECUTION ' g' g p p y 1. O�e r h e a d D o o r G ,:� �- ; s � 2. Door thresholds. ' r T , ; , r �, � � ii1 : l�i ;:e � i . i. 2. Raynor ManuFacturing Co. . r9 ; " 3.d1 ROOF SHINGLE APPLICATION 3. Open joints between dissimilar materials. 3. Appro�ed Substitute PART 2 - PRODUCTS � ' � � 1 2.Oi SYNTHETIC STUCCO SYSTEM �. Around bathtubs, showers and lavatories. _ � 5. Other joints as indicated and required. - ��;' �� - :. � ; 'n � � 2A1 ROOF WINDOWS � �_�` _� A. Acceptable Manufacturers: A. InstaIl shingles per manufacturer's instructions over self adbesive � � �? " � ``_ ` 1 . Dryvit 5ystem, Inc. (Dryvit) membrane. A. Acceptable Manuiacturers: , 2. ISPO, Inc. (R-Wall) END OF DIVISION 7 � i . Velux-America, Inc. 3. Sto Industries, Inc. (STO) B. Begin starter course at eave line and Qrovide adequate o�erhang at eaves 2. No substitutes. • 4. Accepted Substitute and rakes to provide drip. "'�'�-- �'1Q2t �Y �, � �`.. �'� �fi � , � � � � , , M,{ ., � � � '�, n� r � �"�, .as:, � n'�- +.t�' ; k �• �-' ,� :,qp ` S'n B. System: Dryvit Outsulat?ton or equ�l of other acceptable manufacturer. � ��: td � � �;;, r .. � �, � ..3 �..:5` ;:� � .�;s' � � �" � � '^�J �'•� 3 (�-�. ��--w r � , H �} . , �4 - . x� `� �►,,,5,'� �y' �,' ' �. � � �"'� t :,�., - - BY_----------,(��'�I_-_____._-----_.DATE��_� ,�' , ��- ----=--- : _ � _ 3 ,� � � , . . - . y _ . � � ' i - . . � . . ' , ' - . . _ . . . ' ' ' Y - � . . - . . . . . , . . . - � . � - . ' �d . . � . . . ` . . c`. . - - . ' . . - . . � . � : ; Gwath mey Pratt Sc h ultz � - �►,��.. �.�. 1.02 SUBIMIITTALS SECTION 0940{1 THIN SET BRICK PAVERS ON BALC4NIES B. Installation: Install band breaker tape, sealant or joint filler as 100o S Front Rd We�t - � B. A�tanufacturer apd Type: Model FS Fixed, sizes as indicated in the B . Weatherstripping Thres�►olds: Run weatherstripping full height oC both Vd Cobrado �57 jambs and full width of head. Run thresholds faII width of opening. Run recommended by the manufacturer and TCA specifications. Joints shall be Tek {30.�f 476-3147 d��&4• cleaned and/or r�med as recommended by the sealant manufactarer. Fill � {�� 476-k512 door bottoms full width of doors. Set threshalds in caulking under Section A. 5amples: Submit complete samples of tile and grout to Architect for PART 1 - GENERAL p 07900. color verification in accordance with Section 01300. joints to recommended depth and apply anti-tack agent where necessary to - C. Finistt: Job stain finish inside. Aluminum clad outside in 1 .01 SUMMARY protect freshly applied sealant from pablic tr�c and dirt. Joints shall manufacturer`s stasdard bronze color. be �lled slightly beN�w the surface and shall not spill over onto other C. Adjusting: Prior to final inspection, inspect and adjust dcwr closers, lA3 PROJECT CONDITIONS � - D. Weatherstrip: Manufacturer's standard. locks and items requiring close adjustment and regulation and check all A. Sectio� Includes: materials. - keying. A. Environmental Conditions: Do not install tile set in Fortland Cement 1. Exterior Brick Pavers ' • Mortar when the ambient temperature is below 50 degrees F. Comply with 2. Waterproof Mernbrane - 3.04 CLEANING E. Glazing: Pre-glaze� with bmnze tinted laminated/tempered I.ow E type insutating glsss, altitude adjusted if required. minimnm temperature requirements of bonding and grouting materiaLs 3. Grouting and Cleaning END OF DIVISION 8 manufacturers. A . Remuve colored grout immediately to prevent staining of tile. Clean all F. Accessories: Provide necessary anchors and related items. R. Related Sections: tile using methods recammended by the manufacturer. PART 2 - PRDDUCTS 1. Concrete Slabs: Section 03300 Cast-In-Place Concrete. 3.05 SEALING ,. G. Trim Flashings : Provide all related aluminum trim and flashings, color to match windows. Provide manufacturer's gang type flashings as required. 2.01 TILE 1 .d2 REFERENCES A. Sealing is not required. PART 3 - EXECUTION A. All tile shall be selected by Architect/Owner at a later date. For A. Reference Standards: Camply with the following standards: - � - bidding purposes, allowances shall be established for each type and 1 . Thin Set InstaUation: ANSI A1a8.5 - 1992. 3A1 INSTALLATION location and shall include installation and sealing of tile and grout as 2. Tile Council of America, 1993 Handbook for Ceramic Tile Installatiun. SECTION 0956U WOOD STRIP FLOORING . - recommended. A. General: Install windows according to manufacturer' s instructions and 1 . Floor tile allowance - $8-$9 per square foot installed. 1 .03 SUBMITTALS PART 1 - {GENERAi, reviewed shop drawings. Z. Countertop tile allowance - $lU-$12 per square foot installed. . DIVISION 9 FINISHES A. Product Data: Submit in acoardance with Sectian 0130d for setting and 1 .01 SUBMITTALS B. Self adhesive waterproofing membrane (see Section 0'7115) countertlashing 3. Glazed 12 x 12 Italian floor tile as used in Ned Gwathmey's groufing roaterials and waterproof inembrane. . shall return up all sides of each skyltght. residence, supplied by CPI. Settecento or Serie Gallia (Rnvere color) by A. Finish Samples: Prepare samples of finish and submit for approval in Cerim Co. B. Samples: Submit camplete sau�p�es af brick pa�ers and grout to Architect accordance with Section 01300. Remake sample until a satisfactory tinish 3.02 FIELD QUALITY CONTR�L Division 1 - General Requirements applies #o work of this division. 4. Glazed 6 x 6 Mexican tile for kitchen and all bathroom countertops for calor selec:tion in acc:ordance with Section 013�(l. is obtained. and backsplashes. A. TesHng• Water test windows npon completion in the presence of the SECTION 09250 GYPSUM WALL BOARD 5 . Glazed 6 x b Mexican wall tile for tub/shower surrounds. 1 .04 DELIVERY, STORAGE, AND HANDI.ING PART 2 - PRODUCTS Architect. Conduct test asing a hose without nozzle and thoroughly wet the 6. hlexican Travertine 6 x 6 marble tile at steamshower walls and ceiling entire glass surface. Retest until watertight. PART 1 - GENERAL (Pat's shower only). A. Deliver mortar mixes and grouts in unopened containers. Store all 2.01 MAT�RIALS � 7. Ceramic 6 x 6 tile for walls and ceiling of steamshower and Charlie's materials in a clean, dry area. C , 1 .01 SUBMITTALS shower. A. Building Paper: Rosin sized unsaturated paper weighing b lbs. per 100 U O SECTION 08710 FINISH HARDWARE 8. Ceramic 2 x 2 tile fur all shower and steamshower floors. 1.05 .108 CONDITIONS square feet. � � A. Product Data: Submit in accordance with Section 01300. -- B. Accent Pieces: As selected by Owner. Allowance shall be established for A. Environmental Canditions: Comply with minimu�n temperature requirements A. Fla�ring: Nominal3/4" x 3 1/4" T&G with square edges. Number 2 select white W > - PART 1 - GENERAL PART 2 - PRODUCTS bidding purposes. of bo�ding and grouting materials manufacturers. oak, end matched, random lengths. "- LOl QUALITY ASSURANCE � C . Filler: Natural Yaste Wood Filler. � � , 2.01 MATERIALS 2.42 WAT'ERPROOFING MEMBRANES B. Protection : Pratect adjoining work surfaces beFore tile work begins. � � A. Supplier Qualifications: The hardware supplier must have in 6is employ a A. Gypsum Board : A. NobleSeal TS, as manufactured by Noble Company sball be used behind all PART 2 - PRODUCTS D. Stain: Minwax " Special Walnut" . Double application. � � regular member, in good standing, of the American Society of Architectural 1. Fire Rated: 5/8" Firecode (T e X). [Jse in all locations exee t as ' + , � � yp P tiled and stone tiled steamshower walls. Provide and install all Hardware Consultants, who shx�l be responsible for t�e detailing, no{ed, adhesives, sealants, etc., as rec�uired f��r proper installation. 2A1 $RICK PAVERS E. Finish: Matte or satin type. W � schecluling, and ordering of the finish hardware. 2, Moisture Resistant: USG W/R. Use behind ceramic tile and in 1 . "Pacific Strong" waterburne finish (if compatible with stain) as � garages. B. Chroyaloy chlorinated polyethylene (CPE) membrane, as manufactured 6y A. Ma�ufacturer anc3 Type: As selected by Arehitect. manufactured by BonaKemi U.S.A. � � B. Regulatory Requirements: Provide UL listed hardware for fire or accident 3. Cementitious/tile backer board: Dens-Shield (5/8") by Georgia Noble Company shall be used at all built-up shower floors. Provide and 2. Approved substitute compatible with stain. }. hazard where scheduled or required to maintain rating of opening. Pacific. Use at bathtub and shower surrounds and ceilin�s at tubs and install all adhesives, sealants, etc. as required for proper installation. B. Siae: 3-5/8" x 7-5/8" x 1/2" . � cn Q showers. PART 3 - EXECUTION N Q 1 .02 SUBMITTAL,S 4. Durock: All surfaces of steam shower. 2.03 SETTING AND (GROUTING MATERIALS C. Edges: Square. O ` � 3.01 FLOORING INSTALLATION rf� � � - A. Hardware Schedule: Submit in accordaace with Section 0131)0. g, Accessories: A. Acceptable Manufacturers: D. Color: As selected by Arcbitect, matching approved sample. v ! � J • , 1. Trim: USG No. 200B and 101 . Use 3/4 " Radius Bedex at outside l. Laticrete International, Inc. A. Building Paper: Completely cover subtloor with lapped joints. O B. Templates: Within 11 days alter receipt of the approved corrected corners. Note windows DO NOT have drywall returns. 2. C-Cure Chemical Co., Inc. 2A2 SET`l'ING AND GRO[JTING MATERIALS + U _ hardware sc6edule, su6mit 4 sets of templates and schedules to the door and 2. Fasteners: D wall screws. B. Flooring: Lay finish flcwring in pattern indicated and blind nail as > O 1'3' 3. �pproved Substitute. ' frame suppliers. � J A. Thin Set Installation: reqaired at the location of the joists beneath. If desired bv the C. Joint Treatment: B. Portland Cement Mortar: 1 :3 Portland cement/sand gauged with Laticrete 1. Latex Portland Cement Mortar: In accordance with ANSI A11S.4, 1 : 1 installer, metal spacers may be used between strips at intervals to � � - - PART 2 - PRODUCTS 1. Dr wall: USG Perf-A-Ta e/Durabond S stem or e ual. Q O Q y P Y 9 3701 admix or approved substitute. Mix as recommended by manufacturer. Portlaud cementlsand gauged with Laticrete 4237 tile setting liqu3d. eliminate the possibility of cupping. Install so no cracks exist and J � 2. Texture: Bond Coa#: neat Portland cement gauged with Laticrete 4237 tile setting filling is not necessary. 2.01 FiI�lISH HARDWARE a. Hand trowelled texture for plaster look ("TD" on drawings). liquid ur approved substitute. B. Grout: Laticrete drybond grout and joint �ller gauged with Laticrete _ ' b. Light arange peel (" GP" on drawings). 37U1 admix. Mix as recommended by manufacturer. Color as selected by 3.02 SANDING `�• I'DC��' c. Smooth for wallpaper where indicated. C . Latek-Portland Cement Mortar (Thin-Set): ANSI 118.4, 1 : 1 Portland Architect, matcbing appro�ed sample. l. Some hardware shall be sapplied by Owner. Coordinate with all other cementlsand gauged with Laticrete 4237 tile setting 6quid. - A. Preparation: Aflter tlooring is laid, allow to sit for a minimum of two I trades and sub-coetractors as required for proper installation and PART 3 - EXECUTION 2.03 EXPANSION JOINT SEALANT weeks before sanding or finishing. Sand tloors only after other trades in � * � operstion of all Owner supplied hardware. { 2. Ea�teriur: Schlage "L " series mortise loc�C and coordinated deadbolt D. Grout: Laticrete drybond grout and joint filler gauged with Laticrete the area are completed. '` 3.01 INSTALLATION 37�1 admix. Mix as recommended by manufacturer. Color as selected by A. Two camponent self-leveling sealant cau�glying with Federal Speci�cations = with "Orbit" knob and wiffi t"�nish no. 613 (oil rubbed bronze). Architect. TT-S-OQ227E. Color match grout. B. Sanding: I . 3. Exteriar Owner supplied doors/hardware: Provide and install Schlage A. General: Apply and finish in accordance with Gypsum Association GA 215. 1 . Sand floors with a heav ower-driven sander. Hand scra e in corners m Copyrl8ht , "B " series single cylinder deadbolt with interior side thumblatch in finish Y P P Gwathmey/Protfi/Schultr Archifecis, P.C. . _ _ 3.01 INSTAL.LATION 2A4 WATERPROOF MEMBRANE and against wall as required. Use coarse, medium and fine sandpaper to Ah �et, ts Reserved - which most closely matcbes Owner supplied hardware. $, Layout: Apply panels in as long lengt6s as practical to keep joints to a produce a uniform, even and smooth surface. Finish sanding across the _ - , 4. Interior: Schlage "D" series "Orbit" with finish no. 613 (oil rubbed Th� d��"f, °r'd rMe �°' minimum. A. Interior Tile Floors - Thin 5et Installation: Install, grout, clean, A. Nobleseal TS 30 mil CPE sheet membrane ar a ro�ed substitute. stri will not be ermitted. After sandin , swee wood surfaces, md desig�s hcorporated brooze). Fnnction �s indicated on the drawings. p� p P g P hereln, as m Instnmant ot protect and cure in confarmance with TCA Handbook Methods and ANSI A1�85 completely removing dust and grit Propertynof �wo�tehR;e �ratr� C. Fasteners: Apply bo�rds to framing with drywall screws. using Latex-PorHand cement mortar: �ART 3 - EXECUTI�N 2. On c:om letion of sandin tloor shall be �ree from machine marks, �+��itz Archliecis, �,CY md � p g� noi to be used, h whde or h S. Hinges: chatter, grooves, dents or other im erfectic�ns and shall be read for parr. for any ort,� p►o�ct - 1 . PVood Floors: TCA Methad F144. p Y without ihe wrfften aurhonzation 1. Ea�terior. 1-UZ pair ball beariag butts with no. 613 finish to match D. Moisture Resistant: A l W/R sealant to cat ed es and nail heads. of Edwur� M. Gwathmey ,k.. , ` PP Y g 2. Concrete: TCA Method Fii3. Slabs shall be free of curing compound 3.01 EXAMINATION finishing. Henry R. Pratt or Skiney Sch�iilz. / kno�s. � or other contaminates before proceeding. ? , 2. Interior: 1 pair plain bearing butt4 with no. b13 tinish to match E. Cut Holes: Holes for electrical devices, i s, etc. shall not exceed p pe � A. Verification of Conditions: Before proceeding, the tile contractor shall 3.03 FIIVISHING �Obs' size of cover plate or escutcheon. Repair oversize hole with new paneI of B. Tile Floors - Portland Cement Mortar Bed Installation: Install �rout, exa�iae surfaces to recei�e tite including concrete slabs-on-grade for gypsum board; spackle filling will not be permitted. ciean , protect and cnre in conformance with TCA Handbook Methods and ANSI defects or conditions ad�ersQly affecting quality and execution of the A. General: Floor finishipg shall be done by the flooring installer. � C. 1`hreshoIds an� Weatherstripping at Interior poor to Garage and All � 30 AUG �93 h Exterior poars: Extruded bronze threshold, bulb type weatherstr#pping and A108 .1 . installation. Work shall not proeeed until unsatisfact�ry conditions are Date. , F. Trim: Apply at corners, where drywa�l abuts dissimilar materials and as 1. Wood Floors: TCA Method F141 . carrected. B. Preparation: Prior t� application of Cinish, sweep tloor thoroaghly with - Pemko 222 DV door bot#om with westher protection. indicated. 2. Concrete: TCA Method Flll. Slabs shall be free of curing compound bristle brush to remove dust from cracks. Wipe floor clean with cloth that Revised: D. Closer: Spring I�ded hinges at interior door(s) to garage. ar other contaminates before proceeding. 3A2 PREPARATION is tack (by immersi�g in penetrating seal, wringing out and leaving to dry ' - G. Finishing: Finish joi�ts and fastener dimples as recommended by until tacky). manufacturer anrl sand smovth. Apply hock and trowel texture per Architect C. Wall Tile and Base - Installation Over Gypsum Board (dry areas): Install A. Waterproof Membrane: Agply according to manufacturer's reco�nmendations. _ E. Stops: Dome type rubber bsise mounted sto�s at all doors. Ptovide wood a roved sam le board followin a lication of nme coat hy t�►e ainter. - - blocking �n wa1L Dark .bronze C��is�t. pp p g pp p p wall tile using the thin set method. Install, grout, clean, protect in Turn meu�brane up �ertical surfaces a utinimum of 12 " behind waII �nish. C. Finishing: . � confarmance with TCA Handbook Method W243 and ANSI A108.5 using 1 . First Coat: Fill�r. . � F. Sliding Claset Doors: Heavy duty �iding door set as manufactured by SECTION 09300 TIL,E Latex-Portland Cement Mortar. 3A3 INSTALLATIDN 2. Second Coat: Stain. 3. Third Coat: Stain. - Stsnley. PART 1 - GENERAL D. Wall Tile and Base - InstaIIation Over Cementitious or tile backer Board: A. TWn Set Installation: Install, grout, clean, protect and cure in 4. Fourth Coat: Finish. � G. Pocket Doors: Heavy duty as msnufactured by StAnley. ' Install wall tile using the thin set method. Install, grout, clean, accordance with TCA Method F102-85 ANSI A108.5 - i992. 5. Fifth Coat: Finish. ; , � 1. Ptovide and in�l tlns� side and end pulls in finish no. 613 to lAl REFERENCES protect in canformance with TCA Handbook Method W243/W244 and ANSI A108.5 Apply in accordance with manufacturer's recommendations. s � using Latex-Portland Cement Mortar. 3.a4 EXPANSION TOINTS _� ` � mAtch hardware. 3.04 PROTECITON +�� A. Reference Standards: Comply with t6e following standards: E:; t't+A4D fi�:� . ' PART 3 - EXECUTION 1. ANSI 108.1 - 197b - Glazed Wall Tile, Ceramic Mosaic Tile, Quarry Tile E. Ceramic Tile Showers, Bathtubs and Steamshowers: Install, grout, clean, A. Location and Sizes: [7nless indicated otherwise on drawings, install , � -�� G ':��'�i it !;' � r , J �. j ,� ' and Paver Ti1e Installed with Portland Cement Mortar. protect in conformance with TCA Handbook Method B415B41G (B412/413 at expaosion joints at the fullowing locatioas: A. Protect finished t7oor from damage. Use Kraft paper if necessary. ' 2. ANSI 1085- 1976 - Ceramic Tile Installed with Dry-Set Portland Cement tubs) in conjunction with Method W243/W244. 1. Wherever tile abuts �ertical surfaces or penetrations. `' � � � � - 3.Oi INSTALLATION • � ' Mortar or Latex-Portland Cement Martar. 2. Elsewhere as indicated or required by TCA specifications. Review all � �� A. Fastenmg. Fnrnish items of hardware with attachment screws, bolts, 3. ANSI 118A-1973 - Latex-Portland Cement Mortar. 3.03 SEALING �ropased joint locations with the Architect before proceeding. Tile SECTION 09600 STONE FLOORING r�Y�'£p c``,�� auts, ete., as required to attach hardware to type of material involved aad 4. ANSI 137.1 -1980 - Ceramic Tile. su�contractor shall ha�e complete respansibility for lo�:ation and size of A with ftaish tv match 6ardware with which they are to be used. 5. Tile Council of America (TCA) - 1991 Haadbook for Ceramic Tile A. Apply penetrating sealer according to manufacturer's recommendations to expansion joints as reqaired to pre�ent damage tc� tile through expansion PART 1 - GENERAL Installation. all floors. and contraction. � 1.01 REFERENCES � - Sheet N�xnb�r x�_ � A. Unless otherwise indicated, comply wi a app ica recjuirements�o�� Laticrete Data Sheet 230.6. �' �` � '" � �' �"' �``' � ' �� . � , ; �, ;;:a, � ; " �+' ��,� ' � €i � ' � � � � ` < : �a .-° - � � :. _. 9 � ; . . . �. �. p. A . w f� . i * ;^" f: ` : . - ; ', s ` _ - , s� _ � , t . ,_, .. k � e�_.,., .. S:� _ ' R..�.. _ - r� f � _ �- - - ` 'r�'r \�:��---�---�LJl1 I I..�ir� � -(ya!_•- - . JF' i- . . - , - . . "��.."+r." i _ � . .t ' - . _ ' . . ' � . . . . . '�c - _ ' . . ' . - � - - ' - - i . . r eS .- - :. x ' . . _ ' _ . . . ' - , . - . _ . - . - _ . . - .u .a. . .. -.-. . . - _ -_ . . - .. . . . � ' . ' ° _ j+, l . '3 - -.4 . _' . . . ._ _ . . . . . . . . . ' 4 '' - ' ' . . . � . . . . . . ]..A _ . - . . . ' - . _ .. -. . . . ' ' \ � � � . . . - ' - . � �� . _ - . i � _ , . � Gwqfh mey Prat # Sc h ultz _ a��,n��. ��. � 1.02 . SUBMITTALS PART 3 - EXECL)TION D. Shap Primed MetaLs: Touch-up shop primed metals with a primer sunilar to 3.1}6 CLEAN UP PART 2 - PRODUCTS ��t�� W� � • the existing. Fa�e I3Q3) 476 1�t27 ^ A. Samples: Subm�t samples of flooring proposed for use showing extre�ne 3.U1 INSTALLATION A. At the completion of the work, remove surplus materiais, staging, 2.01 SHOWER DOORS AND ENCLOSURES variations in color and texture. E. Interior Zinc Coated Metal {Galvaniaed Surfaces): Wash wit� mineral rubbish; clean off paint, varnish, stains from floors, glass, walls, f A. �.ayout: Lay out sheet goods so that wherever possible, seams are sQirits and prime as specified. hardware; and le��e the premises in clesn candition. A. Master Bath Steam Room: B. Product Data: Submit product data on all setting, grouting and cleaning eliminated or held to a minimum in high traffic areas. materials. F. Interior Wood to be Stained and Finished: Sand to smooth �inish. Fill B. Glass: Clear tempered. B. General: Install carpet and pad in accordance with manufacturer's voids and nail holes after first coat is dry using a t"iller compatible with END OF DIVISION 9 1.d3 QDALITY ASSURANCE . recommendations. Unsatisfactory installation resulting from work performed the finish system and matching color. PART 3 - EXECUTION which is not in accordance with the manufacturer's recommenciations shall be A. Contractor Qualitications: Flooring subcontractor must have at least the responsibility of t�e carpet installer and may result in the remo�al G. Earterior Ferraus Metal: Remove foreign material from unprimed metal with 3.41 INSTALLATION Cve (5) years experience in the installation of stone tlooring projects. and re-laying of carpet and pad at the expense of the installer. wire brush and dust clean. . Particular attention should be paid to recommendations for application of A. General: Install in accordance with the manufactnrer's recommendations. B. Mcek-Up: At a location directed by the Architect, install sample panels floor pad, carpet and seaming. H. Earterior Zinc Coated Metal (Galvanized Sarfaces): Wash with mineral ' appro�mately 4'-0 " x 4'-0" in size. Use construction methods and spirits. materials s�eci5e[l. Approved mcek-up may remain part of finished work. C. Seams : Butt carpet materia! tightly together for seams withaut gaps. - END OF DIVISION 1 3.02 WORKMANSHIP PART 2 - PRODUCTS D. Edging: Install carpet edging at all exposed carpet edges. Locate under doors where carpet stops in door openings. A. Spread materials evenly without runs or sagging of materials. If the - 2A1 STONE FLOORING surFaces are not in proper shape for painting, repair, rebuild or refinis6 3A2 CLEANING before proceeding with the work. Otherwise, be responsible for any poor DIVISION 10 SPECIALTIES A. Materisl: Random pattern Colorado buft sandstone. Tbickness to be work caused by improper surfaces. 1 -1/2" nominal with no piece less than 1 " thick or more than 2" thick at A. After installation is complete, clean up dirt and debris and clean carpet any point. Provide consistent tolor range as approved by Architect. of spots with cleaning agents recommended by the manufacturer. Remove B. The application of the first coat does not relieve responsibility for the Di�ision 1 - General Requirements applies to work of this division. lovse threads with sharp scissors then clean with vacuum cleaner. base. Do not apply any coats on either damp or wet surfaces and in no case 2.02 MORTAR AND GROUT unti� the proceeding coat is dry and �ard. Spread finish evenly and thoroughly brush ou� Sand work between coats. Finish the upper and lower SECTI4N 14345 FREFABRICATED FIREPLACE5 DIVISION 11 EQUIPMENT A. Thick Sed Mortar: 1 :3 Pvrtland cemendsand gauged with Laticrete #3701 SECTION 09900 PAINTING edges of wood doors the same as the face. This work shall be done in all Admix as specified under Laticrete Data Sheet 230.fi. cas�s after doors have been �tted and are ready for final hanging. PART 1 - GENERAL PART 1 - GENERAL . B. Slurry Bond Coat: Portland cemendsand gauged with Laticrete #4237 Admix C. Finish coat shall be in color as selected by Architect� Tint primers to l .fll QUALITY ASSU[ZANCE Division 1 - General Requirements applies to work of this division. � C _ - as specified ander I.aticrete Data Sheet 230.5. 1 .01 SLJBMITTALS match �nish coat. , 1 A. Regulatory Requirements: Fireplace, Flue and Accessories: Listed and v O C . Grout: Laticrete Dry Bdnd Grout and Jo�nt Fi�er or approved equai A. Paint or Stain Samp�es: Make paint or stain samples as requested by tbe D. Where paint or enamel is rolled on, use a fine naP roller so a nearly appro�ed by UL and ICBO. Comply with Town of Vail requirements. SECTION 11452 RESIDENTIAL APPLIANCES � � gauged with Laticrete #37fl1 Grout a�d Martar Admix. Color: Natural gray. Architect. Remake samples until approved. tlat or orange peel texture is obtained. -- 1.02 SOBMITTALS PART 1 - GENERAL � > D. Muring proportions and procedures shall be in strict accordance with 1.02 JOB CONDITIONS 3.03 COATING SYSTEM - INTERIOR Q reco�nmendations of Laticrete Data Sheet 230.6. A. Product Data: Submit in accurdance with Section (}1300. 1 .02 SUBMITTALS � Q A. Environmental Requirements: Do not finish outside in extreme cold, A. Woodwork - Painted: � - PART 3 - EXECUI'ION frosty, foggy or damp westher. In winter weather, finish only when the First Coat Primer - PART 2 - PRODUCTS A. Prodact Data : Submit in accordance with Section 01300. � ' temperature is 50 degrees F or over and surfaces are absolutely dry. In no Second Coat Enamel Undercoat � ' ' 3.01 INSTALLATION l case will exterior painting be allowed whfle dust is blowing. Third Coat Eggshell Enamel 2.01 FIREPLACE AND ACCESSO[tIES PART 2 - PRODUCTS ' 1 ' C W m A. Setting Bed Installation: Install flooring according to thick 6ed B. Ferrous, Zinc-Coated or Fact�iry-Primed Metals - Painted: A. Majestic Model SH-42 or approved substitute wood hurning fireplace with 2A1 APPLIANCES n / � B. Condition of Spaces and Surfaces: Spaces must be clean before tinishing LJL _ setting materiais and methods specified in paragraphs 6.0 and 10.0 of is startecl. Do not fmish in rooins or spaces where rubbish has accumulated First Coat Primer or Factory-Prime Coat gas log insert. Provide with bi-fotd glass doors and exterior combustion Laticrete Datst Sheet 230.6. Back butter each unit before setting. 5econd Coat Enamel Undercoat air intake and duct. A. 5ubmit original copies of manufacturer's literature for approval by } or while rubbish is being removed. Finishing will not be allowed in dusty � rooms. Do not remove rubbish while finish is fresh. All surfaces tn which Third Coat Semi-Gloss Enamel 1. Flue: Manufacturer's standarc3 tlue witb windproof chimney Owner or Architect. Confirm manufacturer's model numbers before ordering. � � � 3A2 GROUTING AND CLEAI�TING finish is ta be applied shall be dry and clean. termination. 1. Range : AGA with 4 ovens (33 1/2 "x 581/2" x 26 3/4"). Color: Blue. m Q C. Drywall - Painted: 2. Gas Log: Hargro�e or Heatilator, type and size as selected, with 2. Microwave: GE Monogram model JEM 34M. Color to be black. O L �C A. Grouting: C . Protection: Furnish and !sy drop cloths or mask off areas where painting First Coat Suitable Primer automatic ignition and wall switch. 3. Refrigerator with ice and water: Sub Zero mode1590. Color to be ( (� � � i , black with black anel inserts to match. V J � J Grout jaiets as soon as initial set or settiug bed is achieved. is bein done to rotect floors and other work from dama e durin the Second Coat Texture Application by Drywall Subcontractor P , Grout joints shall he pumped tull using grout gun or pointing gun or struck execut on of t�is work. Where it becomes necessary to re ave temporary Third Coat Latex Eggshell PART 3 - EXECUTION 4. Dishwashers (two required): GE Monogram model ZBD3100RBW. Color to � � {��g, Fourth Coat Latex E shell be black with black panel inserts. covering placed by others in every branch of the work, replace same in g� \ 0 � 2. Cure grout by maintaining in damp wndition for seven {7) days. proper manner. Remove oil rags and waste from the buildi�g every nigl�t. 3.E}1 INSTALLATION 5. Trash Compactor: GE Monogram model ZCG3100TBB. Color to be black � - � . Do not allow to accumulate. D. Woodwork and Wood Doors - Stain and Finish: with black panel inserts to match . � J B. Cleaniag• Remove groat haze with grout and tile cleaner gpplied and First Coat Sanding sealer A. General : Instatl in sccordance with the manufacturer 's recommendations b. WashedGas Dryer: GE models WWA7800R and DDG79$(IR. Color to be � removed as recommended by the mannfacturer. D. Damage to Work of Others: Be responsible for any damage done to the work Second Coat Stain to match sample provided by Architect and in compliance witb applicable codes. white. Q Q � ; of other trades. Replace any materials damaged to such an ea�t�nt tbat they Third Coat "Water White" Clear Lacquer. 7. Custom hood liner: See Division 15. cannot be restored to their original conditions. Fourth Coat "Water White " Clear Lacquer. B. Logs shall be installed so that gas control valve is not immediately SECTION 09680 CARPET Sand with No. 00 sandpaper between coats. �isihle, but remains accessible. Consult Architect if remote valve B. Colors: As selected by Architect from manufacturer' s standards. PART 2 - PRODUCTS - location is desired. PART 1 - GENERAL E. Wood Floors - see Section 09560. PART 3 - EXECUTION 2.01 MATERIALS G Gas Burnsng: Gas burner and gas supply under Di�ision 15. LOi SUBNIITTALS 3.04 COATING SYSTEM - EXTERIOR 3.01 INSTALLATION A. Products not specified by name sh�ll be "best grade " or " first line " D. Install accessory sand, gravel, embers, etc., in aceordance with A. Samples: Submit 12" x 12" miaimum size sainples of each carpet type for prnducts of acceptable manufacturers. Where possible, all materials shall A. Ferrous Metals: manufacturer's instructions, itnmediately prior to substantial completion of A. Appliances: Install in casework according to manufacturer's Architect' s �eriffcetion. be of a single manufacturer. First Cnat Factory Prime Coat or Primer project. instructions. Plumbing connections and electrical hookup will be provided � GwpaYhm ey/Prott/Schulrz Second Coat Latex Semi-Gloss Enamel, Exterior under Division 15. A��i��,�s R s ry�d _ idl2 WARRANTY B. Acceptable Manufacturers: The best quality materials as manu[actured by Third Coat Latex Semi-Gloss Enamel, E�erior SECTION lOS�a BATH ACCESSORIES Th�s documenr, and the ideaa any of the following manufacturers will be acceptai►le for use on the work: B. Hood: Install in casework according to manufacturer's instructions. e eln. �anl Inst�z�t of A. Provide written one year wartanty tor material and installation in DeVce B. Zinc-Coated Metal (Galvanized): PART 1 - GENERAL Duct connection and electrical hooku will be rovided under professlond sarv�e, �s rha P P property of Gwathmey/Pratt/ accordance wit� Section 017M1. Upan demand, correct any conditton due to Pittsburgh First Coat Galvanized Iron Pritner Divisions 15 and 16. schultz Archltecis, P.c, and is not ro be used, n whole or � parf, for any other proJect Second Coat Latex 5emi-Gloss Enamel, Ea�terior l .Ql S[JBMITTALS wirnour rhe wmren aurt,onzc,rion faulty material or iostallation during the warranty period. Pratt & Lamber� Inc. of Edwwd M Gwathmey Jr., Kwal-Howells TWrd Coat Latex Semi-Gloss Enamel, Eaterior �v v Hen R. Pratt or Sldne SchuMz. PART 2 - PRODUCTS Kelly-Moore A . Product Data: Submit in accordance with Section 01300. END OF DIVISION 11 � Olympic C . Wood Trim - Painted: 2.01 MATERIALS Rez First Coat Primer PART 2 - PRODi]CTS � _. Approved Sabstitute Second Coat Latex Semi-Gloss Enamel, Earterior � A. Pad: .25Q inch medium density foam. Tl�ird Coat Latex Semi-Gloss Enamel, Exterior 2.Q1 AATH ACCESSORIES Dote; 30 AUG 93 PART 3 - EXECUTION � B. Carpet: Carpet will be as selected by the Owners. For bidding purposes D. Wood Trim and Siding - Stained : A. Shall be as selected hy Owner or Architeck. Far bic3ding purposes, an ReV15eCI� an allowance of $30 per yard installed shall be established. Allowance 3.01 PREPARATION First Coat Olympic Oil Base Semi-transparent Stain allowance of $3�.Oa shall be esta�hlished. � yardage shall be as reyuired for installation and not simple floor area. 5econd Coat Olympic Oil Base Semi-transparent 5tain A. General: PART 3 - E�LECU'I'ION / � C. Tackless Strip: Kintrim standard tackless strip or equal. 1. Sand �nishes on wood and metal surfaces between coats to assare 3.05 MISCELLANEOUS REQUIREMENTS smoothness and adhesion ot subsequent coats. Use extra fine sandpaper to 3A1 INSTALLATION D. Edging: avoid cutting the edges when sanding. Apply putty or spackling compound A. Fireplace Flues Above Roof: Paint steel stack heat-resistant stack 1. Approved Ma�ufacturers: after surfaces are primed and primer is dry. gring t"dler materials flush paint; Sherwin-Williams SW Stack Paint with asphaltic base or equal. A. General: Securely install as directed. Ensure proper blocicing �as been - a. Mercer Plastics Company, Inc. with adjoining surfaces. installed. b. Johnson Rubber Company (Johnsonite). 2. Wall shall be perfectly dry, clean and smwth before starting work. B. 06jects on Roof: Paint metal objects on the roof including, but not - c. Roppe Rubber Corporation. Eill cracks, holes or checks full and make smooth before tmish is aQplied limited to, tlashings, vents, etc., as specified under ferrous, zinc-coated SECTION 1082U SHOWER DOORS AND ENCLOSURES �° „� ,: d. Approved Substitute. to surfaces. Fill cracks, etc., which occur after walls are sized. Wal� metals. Unless noted otherwise, paint to match surrounding materiaLs. 2. Exposed Carpet Edge: Mercer Imperial sized for carpet and pad shall be perfectly dry and smaotf� before finish is app�ied. PART 1 - GENERAL ;- . , , , ;. ., � ,a , - thickness. C . Unless noted otherwise, paint all vents, grilles, etc. to match - " � � `' " J " ' ' , - 3. Color: Selected by Arch�tecL B. Interior Wood Surfaces to be Painted: Touch-up sap and knots with surrounding surfaces. If an installed item has a factory Cnish, consult � ,pl SUBMITTALS G � i r'�i i� r:� �Y , � R. ; _ sealer. Fill voids with lead putty after primer is dry. with Architect before field painting. (� - � � � �, :i , A . Product Data: Submit in accordance with Section 01300. + ` " C. Interior F'enous Metal: Remove foreign material from unprimed metal with � /�/ �' � ' , � ��. .� f ; � E �"�` '� f w."j� F �, ,. ,�y E,�j� (' wire brush and dust clean. - � Y ` „ ' : • � u � . , • ' _ _ G � '� ��w g� *,ti, a , � . . . } s,:.s iS «. '3 Ek-,..�r"- . � r.,� � ��..a _ � { a _ ' �6 : � ` ��,.� !��^`p� �"� r, y d . ; �.✓'� �< Y� x �P S"'ey � 1� , �'' � i � � F a � ,, , . ,, ` �4i�° Sheei Number ' � �+ �.� .�..�.��.��.�L�.�� .��.�.�� ! r'� . . - � -------------.D1�T E.�EI_� - l �'�_ __ � A9 . 6 r . �.- � �. . , . �:1T�_ ' _ _ . Gwath mey f Pratt � Sc h ultz - . Hrchnech, p,c, DIVISION 12 FURNISHINGS � s �+tc� r� w..� Vd, Cobrado 8169 - Tek (3031476-A47 Fcne (3031 476-1b12 Uivision 1 - General Requirements appiies to work in this Division. ' SECTION 12390 RESIDENTIAL CASEWORK PART 1 - GENERAL 1 .01 SUBMITTALS � � A . Shop Drawings: Submit shop drawings in accc�rdance with Section 01300. B. Samples: Suhmit samples of cabinet finishes for Architect' s selection. �` 1 .02 DF.LIVERY, STORAGE AND HANULING A . llo not deliver cabinets until building is enclosed and dry. � } - • PART2 - PRODUCTS � ' ;i � 2.01 RESIDENTIAL CASEWORK �� 4 ' A . Cabinets: Full tlush overlay, flat panel cabinets, AWI Custom Grade for � • � ,. �. kitchex and vanities with European Style concealed hinges and melamine °- ; 4� � interiors. �''� ; � . 1. Species: Clear white Pine. � 2. Finisi� : Honey stain with clear lacquer finish. B. Countertops: Glazed Mexican tile countertops with tile ballnose edges. � C ; : .,.,�..;...� ... . �.s , ; �' � � Pre are foral mbin fixtu esfaslre u redt kitchen). See Section 09300. r \ O P P g 9 v . . „ � �• t , ; � i � PART 3 - EXECUTION � > k � y �� 3.01 INSTALLATION � Q , , ; _ � A. General: Install in accordance with manufacturer's recommendations. Set � � • � � • , : casework level and secure to floors and walls. Provide connecting and , n � \JJ ' - ' attaching devices, closures, and trim as required. C ' - _ � m � END OF DIVISION 12 � � � Q z � ° mQ - O � °� 0 0 (.I) � o . , U 4 � O + . ` � �" J f z - � � > F � DIVISION 15 MECHANICAL . On Mechanical Drawings. DIVISION 16 LLECTRICAL � �wa#hm�ey/Pratt/Schultz � ArchRects, P.C. On Eleetrical Drawings. _ Aq R� ts Reserved Thls doc�ment, rnd the ideat and deeigia lncorporoted ' hereki, as a� hstnment of a � professiond serv�e. Is the � / property of Gwathmey/Pra#t/ SchuHz Archttecta. P.C. md Ie � nof to be used. h wholQ c�r In " port, for any ofhe► proJect wHhout the wrttten a�thaizarion of Edwvd M Gwath mey Jr., Henry R Prott or Sklney Schul►z. A + Date; 30 AUG `93 . Revisec� . , ; ; _ '�� , � ; , � �y{ .� � �� foU�� r�� 1 � � V + � .. _ .r�1� », . ,'y i . � ' .i � > ,�R � � � . . .. � G��JAT �' �;� £Y , J1? . ; r �� . ::;� l.�, - kr .,. : s . : �_ 2 � � 1 " ��;� � � � � � 1 Y � , f r...�� ± � �. . _ i ' � � ,� � p �. ._y '4� . �""' �''h9 Qi + :a� �� /�' � �" �_ ,. a , _�° � � ..,� `\ 5� � . �r �� . ^ � • . � ��-------------------D��1TE.`D�-j- �- BY__..�._.�.---.___---------- . - � Sheefi Number � A9 , 7 , r # . : _ � �wc�th mey � � Pratt . _ c ultz _ . Archltech, p.c. 8! ' -2 ' i000 S. Fron�qp� Rd West Vd Colorado a169 14' -11' 5 '-8' 12 ' -G ' • • / 18' -7 ' E0` -8' 18' - Ifd' T�k I3031476^ii47 - Fme (3031 476-16T2 5' -0' 11 ' -6 ' 1 ' -6 1/2 � � � 1 '-S i/Z ' _ / — � ` 3'-O' �'- 10' �ib'-m' � \ r 18'- li' / � ' v y� rq�� _ �6 * WAL� WALL / �� ;p �� bTEI' .�\ . ' ' , g7Ep gTEp �. . � �. �M� �J�I► � ^ - - rlm' -f� 1/Z� - — - — C �`� °`'3 --� . — — — — — — � *' � . . � — — — � � v s ' ' ` + � � fl3'-�` � � 5 � k . — — — � TA. SLAB � � ,r — — '�„� i -�3 1/1 ' I : � 113'-m� � 9� � � � —\ � e e I 8 � llm6 ' -°.�G ') ` I BTEP � . . in `�' G�� - I - _ WAI.� , ' .� �I ( "WEsP • I � . , . � . � . � . � . � � � -7 1/� 4 - 1 3 -8 3/� 5 -0 3/� 8 - If 4 -1 1/� � �Q _ _ I F'�OOT I dACI� �,_ A `. . � _ S�� _ I I �T� � ��-� ' . S � , , . . 1 � ��o � , S7'FP Z '-� I<4' 1' -8 3/ � _ ll� -O.�1b ) � ( I ( ^ GRAL in _ � - - - - � J I �T�� _ I � — — � � � �=• '�� . � � � " �- � � �° �' r— � _ _ � � �� _ _ _ , a �.. �� " ^ `� � c�or�,ac�c L— ' � , `` �� " �- � � �� I � � I � /� — I GR�WbPACE � HD'-?� v' � � / �,,�, . - �... .D ' � C�� S�',�-�G� �� / ,.--' � ;� — — dAC.KF�£� TI .„.�'�_ I _°,�i �) �.:.,,�r<-� - I -b I � ( ��rv = � � � s5 ��, ,� , � ��F-� �� " . .�r�'� �+r t I � �' `�': I I � � ` �'� ll�b ' -°�fr � � 2 3/4' �' � � �� I I �OOTMG � *� l � � � r— J � � I '� ---�''f� STEP GR�U�L �JPr�C� � I I I I � ,w.. . �L �' b � I GRALWBP D //y y . -- -...,,,� � I � STEPaO 9 � = � I fL'L/J�$L�V fyQ1�''� �� ,,� I 8' 1�'-'T 6`- fl�.. - \ � , _4 9 � . I ' � J � J • If(/�f��` '�.� x �, R I '� . � — - - � ! -� re W � � . � � �n � } `��° I �- { � . , . ; . � , I I :r ..s=�+�� -�� ] � � � �� I � U I -b ,, '4.--_ '-.._i'� � I WALL � ' ?` C99' -4`J � ` r , . �: � z � ;� ^ — . — —� � _8 S�P r _ — � — ; � � _ , � S r� , • � 2x4 • 16 ' O.G. � _ ��' � � - e�. w,a�.�. �I ( C}�AWL SPACE I ^ � � ; ` I � s '-.d� W � � �� oorn� I � �o � —1 � ��,, - Q � 1 �` �• � 9 � �` � � t►�'° �I f I n : � I `�-,�_�� .�-° Foorrr� � f ° °+'- i0' � I 13 � N I 8 P � ` € �I I FOOTEN�G � FOOTINCs I I `� � I � � 0 (� � �o � ; � s�P sirr s�P � L I J � m � i3 �Ear� � � ' (� � � `�! 8 ' � ' - f� 1/4` � 3 ' -m' S� 3 ' - ' x I0` POGC�T � \ � 1 ' ' C � � � I� E ( I � �m• �r�. w� �e � �s � o.c. Fr�. wi��- ��. � r ,: �— — — 1 W N ' � 1 � �4 (� � — �A W.4Y G�hIT�fQ UNDER I 3 ' -b ' x -b' x I@'. � ` ,LII 1 �t { — � I �OIJhITAIN �4801� �7G. f�J-�5 EA W�4Y y� — — — LJL (� --'`f � I X 3' -6 x 3 ' -6 'x im' f ` `� FfG W/(d)-�5 EA WAl' I I �"�' ! � ' I `� ' I � Wr4LL - b ' � g I f ' 9TfP } � ' . Q gb - g5 r— — I � : ` f ._ ;'� � I 10 f '- rj � I `� Z v� ; I lfd � ' -6 ' X 2 ' -b ' X Im' SIM I � `� % '�� _ � . I � . m Q � I gg �TG. W/C3)-�5 E�4. WAY � I I I � I .. . rt ' e � �: �� .� , I � x 4 � lZ ' � � ' L� - I I � . .� � a o � � . ,,� n ^ �L , p � ( - -..-�"' — o WALSRCs. I L— ..,— 'I � �r�~ L _ � I 57�P � � � —� � e � � � � O - — ��ooR stEQ I � - U � r , - G1�.4WL SP�4C� I — — _ ' � � � � � . . ,,�_ � O e � ;� Glv4t,l1L SP,4C� � , _8, + � � s � I e � _ , ' �— — — �, 3 ' -6 x 3 ' -b 'x im' � � � I 0 � .@ � I � _ '�`' 3 ' -b ' x 3' -6 ' x Im ' �TG W/f4)-*3 EA WAY '- ' � u � � — � r�, FTG. WI l�)-B EA. WAY. 5 p� - I � �.� ;� � I „ � y� I O Q . � � � � I � �� -� � � n � - > >n � � � J > e ! I � � � I 1 ' -6 ' 4` -@' x d' - 0' x !2 ' - I I 3 '-m' x 3 ' -0` x I@ ' FTG. W/l�4)-5 EA. WAY ' ~ 85 :r , FT[�. W/ (3)-�5 �A WA�'. -• � � . ,� �TI� � I � � � _�� i gOOTI .- --. ._._� � I ST�P � � r '� ST'EP (9� ' -0'):�`, � I �'' ... I I '� — `_=.` — — 9 � � _ 6 � � — �" — — � � I' -8' � �OgtlNG � , — I ' — S IM �' SL,4B ON GRADE WI �Q 5 ' -1' — �{�.�► � L ,.�— J ' + f 1� 6 x 6 LL12� x WZ.m W.WF. c:, � � . � _�-- ----- .. :',,, UJ�1L V � ON 4' C7R1�1/EL $.4SE �m3 ' - m' � � G�afhr�ney/Prak/Schultz - . 81'EP "► 7 1!Z ' * a,►�nir� rs. �.c. � Z I { Q � I r 1 � — A1 Rlghts Reserved i� Sy WALL � �L = ` I� ' - � ' L— Thfe cJoc�ment. rnd the idea - I �BT�P _ T -@'1 STEP _ � � C � �-�' � — — — � erdem�, �an�tisr�,`�ot I � �ofe��d s�e, w :�,e � — — — — — — — — — — property of Gwathrtwy/Pratt/ ST�P schuttz Archlrecrs, P.C. rnd h not to be used, ti whade ar h C �� _6 . Wr4L. I I pan, io. rny other pro}ect �0 w�,ha,r ,r,e mtrrer, «,rriortzalb�n 'S ' ry^� T' [ 11?3' -9� � 0 � of Edwcxd M Gvratfimey .k., _ .- "� � �'� i 1 ' -�' I � ST�P . I � - � � I �p Henry R. Prott or Sidney Schtltz � ` 4 I q� 111.4LL ' ( � .`t ' � � I�' -6 3/4' 39 � I I .4 ,. , ' � STEP � I � I 98' _6 ' — � °J8' -b ' W . a � ._ . � � � C � J � I � � � ;� � - - - - — — - - - - — � —� _, ' e I I I I � � Date; 8 - 3G - 3 � � � - - - - - - - - - � � C � � � (9� ' _-m') _ � � � — — — — -2 J ,� / � � . g, _2 � � 99' -6 � � � I , r. o . � �.� e Revisect T.O. W,4LL 6�ND9 ' �� — � _m�� — � 4' 8� i ' -m' .4 �`yT'� �OOTIhiC,s � — — � / / � I � FOL11�lDr4TION NOtES : ��'"� � S�P 1 I � � � -� � � I � W�L „ I. DA7lJM ELEYATION IID�'-m' �QUALB AC'N,41�_ EL�Y�4TION 84'i3 ' -m' , STEP � � , � 2. ��O�XX'-X� ' hIDIGAT�B �OP OF i�OIN��ATION W,4�.L EL�YATION � W.4LL O I I I I !: OOUOC'-X') MDICATEb TOP Of i�00TING gl..EvAtION � I 8L0!°�S � I I I I . 4. GON1'RAGTOR 9H,4LL FOL.I..OW ALL }�GiIIII�Ef"�NTb LISTED M J J g• I t ' . ' ' 101'-m" � b0{L8 1RL�}�ORL I� ' -b ' � I 34' -2 ' I 2 - ' 18'.4 ' 1 -� 9 -¢ , � 5. CGNI'RACTOR $1-}ALL rl.,4CE [3��D YERTIGALLY �9JLl. I�EIC�F�T �' I ~ I I . OF WALL AT HIGH BIDE OF ALL W�4LL STSPb HIG�R T�IAN e, 3� ' -b ` 4'-D' M ADDITION TO WALL 1!E SHOIW OT1�RWISE , �'-2 ' - b. � �� s �� a,�� g, �_m�� J GG�'IrACTED 9TUGTl1RAL tILL TO TNE TOP O� 1�OOTMG MfNIMIJ'1 Fo071NCs � �88 NOTED OT�.°il�115� ON PL�4Nb OR bHOi1N M b�C7'ION9 l95 ` -m'1 Z. �LOOR CLEYATlONa AIlE bNO11N + TOP �LABb OR tGP O� PL�'- l �-L - WOOD �LOOR �HEATH� SLAB Ohl Cs�D� � " � I � 8. lROOT�IG ELf VATIOF� 9Nt�W A!!E MA�c11'1t�'I6 AND MAY NCED TO BTAIRB � LAt�7 [NG � O l�F I �l � � � � �.J N � � �� D� L41�1lED S� t0 SOfL CONDITIONS. 1I�R1FY GNN+I�sEB WiTN � W/ �'4 � !1 ' D.G 07N�iG7tJRA�. !l�iR�ER EA WAY k�', C'�, � , '°�; ;� �' "`�°�.� �'� f , , �� . � '� �� .''• 9� � aNE�T 5� �OR��RAM�1Q� 1�TEb �OR ST,41R • R.4ELrt� � /� � _ � ' - � ' " ` ; �,',° * ��,� � ;� � � � � � � / DIMEN9�Ohl8 1�: �% �. �; �+ � �. c:� � �' �� r:� �� _ ' S� eet N�rnber - —� �4RG�1. PL�WS. ' —.� � � , r � ,,.°�,� ��..... , �, � fo�e ' _�,l \ i / . 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O p � � � �OIAiTAIN � 11 12 ' tJll2��F � �6 ' O.G. ( � � J � � 11P a UP " � O � _ � �Y � � � (� J 16 ' ML. � f3.1 16 ' ML. — C3) 16 ' ML. CZ ) 2 X 12 O . � � 3 �j (Bt�G. WALL VE) Ut' � — " � � -� 'n ONLY J o C ' �. x � � I I � P � � — . 1r 12 O.C�. w • - bP.G • Wbt�� • 12 � Y 8f° Q � > � I I , _ , °•55 . 5b `Q , - � 11� ' TJIlZ DF * 16 ' O.G. � X I �1 U � � C3) 2 x O � � � E � CI , ( I 11k ' TJI /'1�pF 16 ' O.G. �,, ( I � � _n� . � g� f 7 ) iZ ' ML. n I � `� � • Z « � � lf� ' TJ1/25DF � 16 ' .C. I � 'A I x � ~ Il ' TJI/�5DF � ib ' O.G. � `" , . UP I o CoPy� r � O�Y Arch�i ecfsY Crait/Schultz . AM Rights Reserved ■ � uP I Thls docurnent, md the Ideae ' UQ rnd dealgne incor�oraTed — � . !31 I6 ' ML. (BRG L .4$01/E UpN�Y ONLY (3) Ib ' ML ��'Y E hpreofe�'sa�ond se�vEice,�'the properfy of Gwathrr�y/Pratt/ Schi/tz Archltect;, P.C, md ie � — — — — — �� not to be uaed. fn who4e d h � ' � part, for my other proJect � without the wrltten wThorfzation Z x 8 • Ib ' O.G. • I . Z X 8 � ]6 ' O.G. � �Hen ryR. Pratt orWSldneyySch�tz. wa� aeov� uP Wlb x 4� ONLY f2 ) 9v2 ' ML. 8 9 V � sb �y Date; 8 - �D - I _ cP FR�MfNC-� NOT�S ' Revlsec� ' � - 6 ' SAl3. W/ . i l. � INpiGATE6 GoLlirM DOIW U�IL�� OTHER Wi� NOTED BY'UP ONLY' W_WF.. RE: . ' " Si-�Ek� 81 Z. � MpICATEB GOLUNM UP AND DOII�! UNLE88 IT �ARS ON GONGIRE7E W.4LL OR �OOtING BELOW 3. l ) MDlGA7ES TOP OF BEAM �1.EYAtION 4. INDIGA7E8 TOP OF S7RI�G71�41. �LOOR 9HEATHING ELEVATION 5. 1�ADER 9F�,4LL DE (3) 1 x 8 N�ILE88 NOTED OtHERW19E. �. GOLU"�+IS BHALL H� (3) � x b UNLE85 NOTED OTI-IERWIlrE �. EXTERfOR WOOD GOLUMhtB SHALL CE CONTMUOU9 fROM - - � � � � � � �� i � � F1,00FZ TO GEILING OR �i00R t0 RDOF. �. MDIG,4TE8 MTERfOR dEARiNG WALLB. �LOOR - � JOIbT. O�ARMG �OG,4TION 9HALL L �NE UP WITH � I� � = I � - � � 517JD DELOW. S EX?ERI�R bTllDB SH�4LL 9E 'JPAGED � '-,m' D.G. FOR W�ALLS 5N0lRTER TNAN im' -m'. 9TUDS BHALL dE dl`ACED If� ' O.G. �OR iW1LLa SHOl�TER tE�AI 1�4' -fd' AND HiCtHER TH�W lfd' -m' � t;"'� � F r�„' s.; � �. } � , " �'� � .rt N. 14� 3` `S� R�T.�„w . lm. r4L1. DEAM/DF,4F'I AND 9EAM GOLI,MN COW�IECTIONei bNAL1. CE �; ; , � ,. , � �1 r ' . � r:,�' • . ' �.: ,.�' � :ir ( ';j .�. .� � . . 6 h� � � }�� .^�'y, �', � � L�T.! x(.t.-. .� t�DE w�rH arr�aon a� P1.,4rE co�cYO�es W�.Eas r�orE� • , ! OTF�E111iS�. .��... �r.l e. ,� p i,, , r,.�,k "'~ ,. �� _ - Il. CON?R4CTOR SHALL OVE}QFRAI"IE � '-m' 1 � '� ` `. > ' � e '� � Sheet Number b � l `� �,.,s �.` ��,'. � a _ y PLAT�1'19 IN U�BT DEDI�OM � , I � � Y------------------ - • - �--------------------------- DRT��/.�� , _ � . , _ " .. .. +w�. �. s� �- . ^v' . r.. .. . � _ _ � _.�»6�i- ��—�u - . 'l�.r.j.y�..i.. yb.: YI�. . . � ' � Gwath mey � � ' . Pra� t . � � Sc h ul# z - . Ar�hnects. p��. 1000 S. Fronta�e Rd Weat Vd, Cdorado 8169 - �ek {303f 476-1147 • , Fmc (303) 476-1612 , , 5 56 — — — — — — — — — — — �` . � � 2x12 • � ' -0' O.C. W W � f2J 2 x 12 � + � C2 ) 17 ' ML. l`�'� f?) !Z ' ML. f � � II UP C3J 14' ML. � �y�Y � I I SfhiPSON HU HA1VCiER , � Q I� xzcaaces � � ^ I � w � z X $ . ,� � o.�. W _ � - � ( � ^ m � uP r 1 0 � �* � �'' �-Y lJ , , uQ � � � � � �Y l � � v� � I I � � � 32 ' M lBRCs. WA�L AB01/� 1 B�LoW) > � - . W - � I m c� � a X im — — — — — — — — — r � -- 3 Q 86 � (5) 2 x 6 COL-� I ¢ � ` IJP Sb � u�Y _ J p.�¢ oNLY � cI? �� I � W � �j f b ) 2 x 6 COL. 12 ' TJ I/25D� � 16 ' O.G ',r m �I I o UP _ o _ a � � �Y ; � � 3 `'� � 5J 2 x b GO . ' 0 � � r � - 'd`p E + � C2 ) 12 ' ML. PLUSN C12m ' - II 'i4 ' J f21 � x 12 � � � } O � I N L� C — ' � N � � � -. � O � � I e+1 . _ " 120 '- 3i " , 12 � T� ir�SD� uP o 0 ^ � 16 ' o_�_ ._ � � J I � � ' tJl/Z5DF � + ONLY � � • 6 � � 16 O.C. _ – ��` 2 x 6 x 16 ' O.G. + � __ ,.Y�_.�.___ I 1 ) 12 ' ML (BRCs. IIJALL ,4BOVE t $��OW) ,��' , (� -• gb _. . .._ _ .._ _,��._ — — — — — — — — t � � f 12m ' - Ii ��.� 'J — — — — — — — — — � � 0 CZ ) 12 ' ML. r + dI � : � . J u1 UP Q � ; F f 12m'- tl�i; ' ) ON�Y ~ # ' � Q` � I I �iti � I � s - � � / - > S6 i � ; � ;�' � I I Q 51MPSON Hl1 NAN�R � � i l {` ; � � , . � � ,: � { � - � � � � m .� , o ��yn� ► ' Gwathmey/Praft/Schultz ArchlTects, P.C. f3J 2 X 12 All Rlghts Reserved - Thls dociment, rnd the Ideae and designs Incorpora#ed � � • hereln, as m hsTn�rtient of professlond seMce, Is the property of Gwathmey/Pratt/ � � � � � � Schuliz Architecis, P.C, md Is • not to be uaed, In whole or h � � �."' .�.''' 0 � part, for any other proJecf -. — m Q� -. without the written authorization � Henry R. Pratt or Ski�ey Schtlfz. • � X ^ ^ X � of Edward M Gwathmey Jr., � � � x �� . �6 0_�. � 1� � � � � � � � � � � � � � � � � � 1� f 1� C� � � � �l . � �, + . ? lI� " - I ' - � " SIMPSOM HL �6 Date: 8 - � 0 - °13 W/ l4) 9i� ' 4 BOLTS EA �1 l2 ) 7 x 12 L�G3 TYP. � PLC�. B�hID TO MATCH �5 • � Revised: l. � MDIGAT�B COLiA'1N DOW�I UNL�88 OTNER WISE NOTED 6Y'UP ONL1" 2 - 2. � INDIGATES COLiJI"IN UP AND DOU�1 UNLESS IT BEARS ON gb GO�+lGRE1'� WALL OR FOOTING BELOW 3. ( ) INDICATES TOP OF B�AM ELEVATIO'N �. INDIGATPS TOP OF STRIJCTLIRAL �LOOR - � S+�ATHiNG �L�vAtION 5. HEADER 3HALL S� C3) 2 x 8 UNLESS NOTED 071-4ERWI5E. 6. GOLUMNS SHALL BE l3J 2 x 6 UNL�89 NOTED OTHERWISE �. FXT�RIOR WOOD GOLlJMNB 'SNALL BE CONTMUOUS �ROM fLOOR TO GEILING OR F�OOR t0 Ri00F. 8. MDICATES fNTERfOR B�ARING WALLS, FLOOR _ � JOIST. BEARITdrs LOGATION 5N,4�L LINE UP WITN STUD B�LOW. �� ,� � � � � � b �-�`�, 9. $XT$RlOR 5T11D8 SNALL BE SPAG�D Z ' -m' D.C. FOR WALLS �, ru` `� �' � �' � � , '` ..; � , -� �� ' �:, � ��t � � � �.:�s� v b, .a r .. . ► SNORTER THAN lm ' -m'. STllDS S�1AL.L BE 3P�4C�D 16 ' O.G. P FOR WALLS 5NOR7ER TH,4N I�' -m' AND NICsHER TNAN im' -m' ; • Im. ALL BE,4M/BEAM AND BEAM GOLIJh'M GO�WEGtION8 SHALL B� r� � ' � �, � ;� e �� --- � ;. � ; � 4 . . , , ` �� r t-„ � � `� _.� 4s Y�° �, : . � ' ; . v„ 07NEWiv�H SIMPSOI'1 STEEL PLATE COh6VECtORB UNLEBS NOTED � �; ' � � J__ Sh eet Nurnber n. coNtR.acTOR s�ta��. ov�� z � -m� ��'--__-_---_-_=_�l�f� ___ '�= ' �-__:_=-_-=_-�v..�,....� �, � � � � PLATFORI`18 M WEST BEDROOM ° . ' � , . : � � � . �wath mey - � Pratt � Sc h ultz ,�,�nff��. �.�, 1000 S Fronta�e Rd West Vd, Co{orado 8167 Tek t303f 476-1l47 - F�c (303) 476-16T2 _ � � f - � C2 ) 12 ' ML. I (3 ) 2 x b S7UB COL. C� ) Z x IZ lZ ) � x 12 � TS6x � x �4 ' � � � ^ I � � BNT. BEAM � � � I I � l3) Z x 32 r #, -. -. � � fZlZxf2 C ) Zxl� m 4 � 54 I ( 2x1� � / , C� 2 x I� f 2 ' -m ' O.G. ��_ ( . �� ' (2 ) 2x12 (2 ) 2xlZ � ; TSb x � x � X x ry B�NT B�AM �� `=' �`L l2 ) �i� �a x 8� LACs BoLTS .. ''4, � .� _ � x � } cv ► '"� ► +� ^ �.y� x !Z ) � x 12 'F '• • `, ^ ��';�':::�:•:.. � ^ . . � +ry . � X � I �•::;:::{�:::?::r`' : ?� ` l�' ..---",' - (� l] . � •'''''''r� +' � ry Q ' .- � i O �y _ _ _ � '`v J Z X � � � � � �� ) 5� � �. � � ( .. .. . . .. ...... . . . . .. . . �.:::.:°:::::::. :::::::. . :•.:_:•: ::. •::: ::•::. . .. .. •::•'r:::•::•:::'r:•:• . :::::::::: ::. ::•: .°.°:::::: � ) � X �� 2 ) � X �� ?::;-:�:.':::::::�::: -::� :.:�:::�:;�::�:-:��::�:�. O.G. BRG. ir ,- _�. s ,,,.:_ .. M _. .... -. � X W,4LL BE� � ,- � SIMPSON NU l m E , `.::';.:-� � � � ,, " � 3` .. ... . .. .... . . . . . . . ::::::'::::::::: ::. 7::. . 'i . . :::::::::::::::::. ::. '::::::::. . � H,4N�CsER TYP_ I t+l 4 : � � N � . ` ::�:�{�::.! , . .. . ... . . .. .... . . .. .. .... .... . . ...... .::.�::.::::::::.�::. ::. •::: :•.:: -::::.::.°.::�.: �:: •:.:°:::::::::::::::. . ..�::::::::::::.::�:::. :.: r:r�.�.: : •:::::.:::::::.: •:: .::°:::::•.�r:.:::.:°:. . . ::::::.�:::::::::::::r:: ::. ::: ::: ,.= . . �.•.•.•J.�.•.�:.•f.•.L' .7. •.Y7.:'7ff..fll•.'.:.•f.7.'lfff.•. L � � — i�. '�,. . ,�% ::::::::::::::::::::.::::: ..:' .'.:'. :.': :• •:�:•:::;:•:.. ..:�:::•::•:::•::•. •:: :::•. ::::::::::.� l2 ) 12 ML. .. .. .. . ... .. .. .. . . .. . . .. . ... . . . .. . ... . .. . . . .. . . . . . . .. . . . . .. .. .. . ... . . . . .. � ( A, . � � (3 ) I x 8 .... .. .. . . . � ,,�` �'. _ L,QCs 1.tS F - .. . . . . . . .... . .. . .... . . . ... . . .. . . .. ', :, °'; �' . � � ' � Y ..... . ... . .. ... . . .. .. ... . _ . . . . ... . . . . .. . .. . .... . .. . .... . . . ... . . .. ... . .. . ... - 1 T. :::.e. ::"•:.:.{i" ''•1 �. � � i3. �.:: `�� I ':':::: :. . .. . . . � � } I . ::" ,.... O R OII�R � SIMP ON �'`. ` �? - � O . ... .. �R.W`1E ° . . . . . . . � U .. ... . •. I-IiJ N R M .. .. . . , .. , � �__. - na�- , - s . . -- - -- I _ —� 4 f z ^ E f F L ` ��`�' `�, � 12 ' tJ {/3 . . � ,..T.,. u� n •y ___ � -- � 'r_. i^. r. :� �,`�� iZ ' ML. � . l2 x 6 BR4. WALL �ELO ) I � > �• �• -, -• � -� -- cr cv tv r �F _ � Q � I .. �. �. �. .. x � N C3J 2 x 6 COL. I � � I ( � � 83�s ' xl vs . r' V ! - S2 ` ML X ( 5� 2 x b 9TUB COL. � � W � � m OI/ER � �� I — .s _ n� 3 PRAI`1E ) 12 ' 83i; ' x 165 fs�. 8�i; ' 165 Csl_ 83j; ' x 1b.5 G�. � � (�t . cr S� �L� I � m l3) 2 x 6 GOL. } O x 1 Y 1 Y cv � cn Q (�v � (�� 3 (� � m Q . s¢ � pC ° �aJ � ( O O � m . + � (f) � � r � 11� ' TJ1/�� • 1T ' .G. y� m � � Xo 1Z ' 7J1 � 12 ' o.G. ` f2 x 6 BRCs. WALL ELoW� I — ^ U � � �� U F � ' � ( > O � � � N � ---- - -_ . . __ ... _. _ ._ _. `., `..,,,,"' .—I 1Y ' TJI/35 ia n m , : � Q � — _ � 6 .G. - .. ., _ - . x - C ) 2X12 �., �.,- � � > � � - - �� s � � +-�u. 1 I 3 � � � �' � N R T't'P. 1 '.�4� I S� � � t) `„ . I m �� _ .�_ _ X ; � � I TYR. S1MP8�+1 � �4 �� - f's3 #'-4-•x _g' ,�'� x E ---- --- HP BEP+M I !3� 9Ti� ' M�_ 4 H�s�R ; � '� LAG BOLtB� R. "' 6' I h i200F SNEAT R.�s PL.O�tJ ( � l2 ) flva ' ML. � (21 !1� ' ML. J�� ' ` � !2 ) 2X12 C2J2X12 � �'i, �? . � � I �"'�� ROd� JE7iSTS 'L J - �,, �v c^, (2 ) � X 12 �J'��.R �� N ��lr� X + N x Oo Copyright Q I — Gwathmey/Pratt/Schuftz , � X r1� ^ I Architecis, P.C. ' �3� �Z � M� � +ry N � �+1 ` - All Rights Reserved ( -_ _ __ - + ' 3 Z X 0 r�,1 � �o�` � �. This document, rnd the Ideae l �- and dealgna lncorporated � hereln, as an hstrument of � • (�) Z X I0 2 X 12 2�' O.G. I �.?` profesdond seMce. Is the property of Gwathme�y/Prati/ ?`� Schultz Architects, P.C. rnd la � ' I r� ; not to be used, in whde or h � part, for any other proJect i' without the wrltten authoilzatlon f2 ) 2 x 12 f2 ) Z x .�Y of Edward M. Gwathmey .k., Hen R. Pratt or Siahe Sch�Jtz. 4 2 x 12 � 2 �' O.G. �`+ �'' ` � `Y Y -. -• Sd � ;` `' f 33 2 x 12 `' F � 4� . a �� 5 , �� OfiE; 8 ' � Q - 9 �J � Lb51.{ IZ C3) 2 x 6 � 5 � � � o � � 9 . . RooF �tp►Tr� stue coL. . ; . Revisect ,,. _,....,r, , � _ '3/4 � 1'-�O bLo ; : ROOF SF�ATHNG BLOGKING " ��'f'y` ROOI" '�F�AT�N� WL%�B SFF� JOISTS GLU-LRM RI�GL AT SINPSON W RS lsLAM REs PLAN ' � � � � � � � f°�t � f I �L � I � �R � � �4' X S' X t4' * ��,��-.`�OLr �n-ATt �.l�OiST'S TF�Li-�OLT'� WE1..D - Q T� 'yADALlt . • � /� � = 1 � - � � , � 7 . ' BEVELED PLJ�.T� RO�F PRAMING NOTE5 - 1_ ALL fa00F S�o�B SNALL B£ �: 12 ROOF JOISTS 2_ ROOF J019T SHALL B� 1� ' TJI/35DF � 2 '-�' o.G. li.oN. — A� °;=_-�° ----� - .__.___ - '" EXTL`RiOIC '3TL� . R.E� RRCH. IZE.. PLAN 3� ROaF SHEATHING SHALL B� �'s ' [ d8/Z� 9P,4N RATiNCs) �4 3�E ARG-E PLAN FoR B��4M �MtD PLA7� ��vATIO�NB ; ��`- ' :; ti. � WALL 1...i/ f M.L. BEAM ,� : - - SF�ATHNG . REs PLAN 5. 9EE SHEET SZ �OR �4DDITIONAL FRAi'11NG NOTES = _ � y ,� , +:> 4: � 1 s' �.. � s:; ;� . ; `_ ' EXTERIOR STL� - _� : : _ .. . , , ? WALL i.J/ S►�ATFNG � . � ' � . .� �€. • � ' �' f 'k 1 •4f �� .d ~ ..� � . . , U o _ n . _ . . _ _ . L ` _ �• ^ � ._ _ - •� " _ '- " � . . _ .3 .. � � ` ..,. .. i; - S'heet Nurnber � � � T1oN 2 � � � T � oN 1 � � , . ��. . . . :�� - „> ------------_----------- --------. --- --- --- _ - ; - - - --- -� 6�� BEM1 'S/4' • 1'-� 3/4' • �'-0 � , - � _�. _ � !"� X�� t�` W f# �/ •ADG�L� AT�RbCrE ! ' •/�-� f • �" ' -f 4 �,ARNG ( - -- -- - LAGrDGL. 3 �. . .. � � �4?-2�G -- .. . _ ,_. . _ . _ , ± � ' �� - . . �!�• - r-o t _ . _ , _ . _ \ � Gwath me BLOGKNG RI"�'- PLAN Z X T2EATED PLATE W/ I..IALL�IW/ SHEATi�. � Pratt � RE= PLAN DRIVEWAY �'-� FLOOR SHEATH�IG t/2' � X 10' P.B. AT 3'-O' O.G. #5 AT 2 -O' X 0 FL�4R JOlST Z X T2EATED � FL002 SHEATHING N SC h UItZ 2E- PLAN W/ 1/2" � X 10 EXTERIOR ANCi-IOR BOLT AT 3'-O' ArchMects, p.c, SHEATHING� O.C. gN - ' ' . . ' . . 4p Vd�Cobradot�65� weet _ (2)-� . � � � 4a Tek (3031476-1147 - � Fme (3031 476-1612 (2)-#S = (2.)-#S CONTINU U - #S AT 2'-O' . � \ . FL002 JOlSTS — —II� � � . . � _ ' GftAVEL BASE FLOOR SF�ATHING � RE: PLAN . #6 AT 2'-O" — ' . 2 X 4 KEYWAY _ 2 X � INTERIOR O.C. VERT. — . • ' • � #S AT MID-HEIGHT 2 X � T2EATED W/ ��M�+ WALL . ' #S AT Z'-D° X RE: PLAN 1/2' � X i0' ANCHOR -�� • ' • �tS AT 2'-O` O.G. HOR. . BOLTS AT 3'-O' �.G_ �� ' ' , � ' � . LEGS , , � ' � . ° L ' � su�ES �TE • ' III III= � / (2)-#S _ _ . �5 AT 24 X N . ` FLOOR JOISTS N � 2 X 4 lGEYWAY �" �' SLP.6 RE: PLAN . 1 r � �� . • ' � RE: PLAN BAGKFiLL T4 T�P RE- SCECTION 3/SS � � 0 � � 1�� • OF FO�TING I"RN. 2E: SECTION �/S6 - III . . . , • � � I � � ' � �1 �� S AT iZ O.C. — (Z)—#S GONTINUOUS i� , VERTIGAL , ' #5 AT 2'—O' _ - . _ o.c. vErz-r. = 111 Illl . . _ ' � III IIII RE: pLAN �� . � IIII � � � ' . ' (Z)-#s #6 AT 2'-O' O,G. � ' l�o��OLATION = III IIII #S AT 1b" H42. �/ � � T I O � � � C VERTIGAL � � � RE: PLAN � C2 W�L PACE r ` O • • , 4 EXTE210R SLP.� 3/4' = 1'-O #S AT 2'-O' O.G. ON GRADE W/ W.W.F. . BAGKFILL �f ` � HOfZIZONTAL • � � O � #S AT Z'-O" O.G. • m � T1 N z _ . � � �/4" = 1'-O � EXT. STUD WALL � �' MS AT Z'-O' O.G. � _ HORIZONTAL � 2 X RIPPED TREATED PLATE - I,J/ SHEATHING N � � ' • ' _ _ _ _ _ - i - I.J/ 1/2' � X ld AB. AT �'-d O.G. �■ I�� LJ/ 1/2� �TX IOEATED (2)-#S GONT_ Q v+ . � FLOOR JOIST A_6_ AT � -O � � • �:� ' � 4 ,!�e ��O �� q 2E: PLAN - #S AT 2'-O" O.G. H02_ �� ' #6 AT 12' O,G. = HEA2THING = • / J� � � 1111 ' ' � _ � e � #s AT 2'-0° O.G. VERT. V / � �9 � � lill . , 1111U . � � , i cz)-#s � ' 1/2' ISOLATION J�INT N 10 _ � , ` � _ -#S #S AT 2 - BAGKFILL E� , � � III ' G2AWLSPAGE �-+- � . _ �2� MATGH VERT. REINF. - 4' SLAB-ON-GRADE � ■ — • • LEGS ALT.SIDES . - � 2 X 4 KEYWAY . W/ W.W.F. ON 4" #54 AT 2 -O O.C. - -�� - �� ({�� = Ef� [{�1 0 � �I� Z � _ GRAVEL BASE • ' III= #6 AT 2'-O' - • ' FL NGE !T �F�P�NGER 2E: PLAN nfl�. i � IIII ^ � Q . . O. C. VE2T. �p . ( j �- � # �/` . . � . p � � _ f z)- � • �s aT z'-o' o.c. Horz. � � � T I � � q- � ° . tL . -.J . � - - - - - - - . � IIII . ' = C3)-#s � � . o � . ' � ' illl III ; • , ;r 0� ;r.,�o � � = _ ' . � 1111 , �s a�T z4• x � L 3/4' _ �'-o N - 111 : � . — - � , . � -II� �III � 4' � RE: PLAN 2 X 4 KEYWAY G° ^ ° ' • = O _�� . � III i:� : Pl.d� 8 '�t OAGKFILL TO TOf' - Z X 4 KEYWAY � '� ' � • � � = OF FOOTING � ' (2)-� ' MIN. �' 2 X lNTERIOIZ -�� I RE: PLAN IIII � � --� � , _ � OEARING WALL �Z)-�S GONTINUOL]S � � , . = 4" SLA� ON � O � RE: PLAN GRADE I.Jf 2 X T2EATED PLATE O � W.W.F. ON W/ 1/2" � X 10" s � � T � o N 1 � S � C/ T I O � � � ^ . . � • - (Z)-�c6 4' GRAVEL ANGH02 OLT AT � � � T � ^ � ^ . BASE 3'-O" O.G. v L 3/•�� ¢ 1�-O 3/4" _ ��-o Ili II! I!i IIl � �/4" _ �'-o RE: PLAN . • • .r = �- - � •- - - - =• �9 . S � GTION � � _ _ � _ _ = -_ _ �_ _ _ . � 9 -..� �,._ + . �: . 3/4" = 1'-O 2 X TREATED PLATE W/ ' , ' • e : ' . , - III III II� WOOD POST FLOOR BLOGKWG 1/2' � X 10' A8. AT 3'-O` O.G. � � • - • , . _- AT POST IN WALL �: PLAN S�ATHING � AJ'STALL FLANGES FL002 SHEATFfiNG �y =�II ��I I�II OF BASE TO F�'f BLOGKING INTERI4R �EARING � W��, WALL SINPSON LGB + - POST BASE f3)-� 4 RE: PLAN G' � GONTINUOUS • RE: PLAN X • • 6° SLAB-ON-G2ADE GONGRETE SLDa� EACH WAY ' �� {� � I l.J/ �4 AT 12" O. G. ON GRADE w n.� � {� � � , � I � 5 EAGH WAY RE: PLAN +� RE: PLRN it9 ¢ 2 I-� ��o . c. . 3/4° = P-O - 2 2 X G GOI�T. FLOOR .1QISTS o Copyrlght _ ■ ' � •� � ,... � � � ' � � .� TRERTED, W/ 2E: PLAN , Gwathmey/Pratt/Schultz 4 . • • • 1�ZN � X �■ 2_� �� E ' Archltecis. P.C. � +. � • � ' • • ! . � . . , A.B. AT 4'-O STUD 1.�1ALL P�.p� AU Rights Reserved G+ '�s"d�!'O� ` J •. . �q.�; •� _ • • • _ (LOAD 02G.) FLOOR SHEATHING Thle docunent, rnd The Ideae _ _ =III • . , , . and deslgna Incorporated FL002 JOlSTS hereln, as rn hstnxnent ot =IIII FL� OR JOtSTS EXTE210R STUD RE: PLAN p ' � profess�onal serv�ce. �s the 2E: PLAN ��z'� WP`L�' WALL W/ SHEATHING S operty of GwatMme /Pratt/ SHEATHING �hultz Arch�tecta, P.GYrnd Is G' RE: PLAN G' (OhlE S�DE - not to be used, �n whole or �n _ part, for any other pro}ect S � � � I O � � ONLY} �2�'� 'r.�' - - of EdwWdeM�Gwath�rr�y�=.k�.� . �1 � Henry R. Pratt or �dney Schuliz. �/4° = 1'-O IQEII�. GONG. _ 4' GRAVEL �ASE FOOTING BLOCKWG AT 4'-O' O. G_ ' , _ RE= PLAN � . W/ Stf�PSON P.35 GLS': . . - NA1L AI� GLUE SHEATHING ' p . ' . TO BLOGKING AT 4' O.G. � � � T I o I � 14 z x � e�.R�� w,�„ZR�xE o. � IIII �. , � � = tz)_� ca�rr. . WALL ANGH02 BOLTS = _ �Z�-�' 3/4' = 1'-O AT 3`-O" O. C_ � � Date; 8'' � 3 - � 3 =1II fzE: PLAN IIII . FL04R SHEATHIN4 Z X 8 T2EATED PLATE - �� Revlsed: 8 - 3 0 - � 3 ' � W/ 1/2' cD X 10' ANGHo2 'I � BLOGKING FLOaR JO�STS -II � . BOLT AT 2'-O° O. G. , • EXT. STUD WALL 2E: PLAN ' _ W/ SHEATHING� -II{ ' , ! 2 X1 GONTX �EATE� �2)-� CONT_ -Ill (2}-#6 � l�021ZONTAL � c �_ �� I� �` 5 �... 2 oo . c. . ' W/ /2 � � II • . E TIGAL D O.C_ V E2T � jZ . A.6. AT 3'-O' O.C. � � �8 O,G. HOR. � + � • � , �S • 2`-O' o.G. VEftT. � �5 AT 2'-0' o.c. , ' 8+ — � �� . VERTIGAL CON�'AC7ED _ - IIII(I GRAWLSpAGE � ,, RF,..,, c �. , .� , ;� , r , ,� . .� °" . '.:: BAGKFILL ,'< : � � ba er � � F �ff � ^� J �ti . < • 4' SL.AB-ON�-GRAD� ON . ' . ' 1f2` ISOLAT{�N JaINT #6 AT 2'-D° �. :s :_ , r �" +: � y ':�, � �: '� . � � s :i #6 AT 2'- — 4' GRAVEL BASE � AT 2'-O' O.C_ . II {� ` O_ G_ . ' LT ' � .-. .�. �-.., s ;t ' MP.TCN VEKT. 12E�. HORIZONTAL 4" SLAB-ON-GRADE GLU-LAM BEAM , � ; Y i -" ' ' ` " "-�' 's � �� LEGS ALT.S�ES . W/ W_W.F. ON 4' ' � ` - ` " � � � y G2AVEL �ASE RE: PLAN 2 X 4 KEYWRY � #S AT 2'-O° O.G. O . � � `•� � � i . ;�� ; `'� 1 : L .Yr � AT 2 -O O.G_ SIMPS�N PG N , � � � _, _ . , ' • • � GOLUMN GAP � , N ' - - - =+ - - - C�NGRETE � � � G� • ' • � ' • ' FOOT�IG � WOOD GOLUMN � �OM � _ � '= .v ;;��.�,? ' - `• � � � s • • " - - - - � - - RE: !'LAN � N . �' 'i �.,.�....<..-.__�::_.____:_�: , � � - : _ . , 2E: PLAN • , =111 � • IIII . : � ;•.P� A,,:, o � � sir�SON w�s III [ �• , , � =� ' � ' . � 1/2' ISOLATION JONT • ' _ � . . . • . . . O . • • . . i • IIII � . ' . ' . � = 2 X 4 KEYWAY � • • — �— (Z)_� ' . • � . • � • . � • �2)—#S -� _�I� �: PLAN ,� � ' , . • . I�� _ ��IIII�I— (2)-�S ' ri tz)-�s co�rrr�uous , . . . . , , . . = {q f111 RE: PLAN Sheet I�kxnber � 0 2E: PLAN III III� RE: PLAN = III ��I RE: PLAN . . � : = s � � T � o1� 1 � S � � T � oN 12 � � � T � oN 10 � � � T � oN 6 s � � T � oN � '�/4' � r-p 3/4' s 1'-O �/4" = 1'-O �/4" = 1'-O �/4" = 1'-0 - g � � %6� �a � • GENERl11. tdQTES _ � • L�LE L�� 11�E� �t �l�l� A• �� , - - . � �� EXTER102 STUD WALL W/ Gwath mey SHEATHING P ratt zXIZ LEDGE2; GL1T INTO SChUIfZ ��: TYPtGAL FLOOR 40 PSF ' STUD WRLL c . wiN� . FL0012 SHEAT�IING SINPSON IU HANGERS Architects, p.c. 1 , BASlC WIND SPEED 80 A�PH, EXTE210R RE: PLAN fzOOF SHEATHEN� FLOOfz SHEATHlNG ��t�� West 2. EXPOSURE C STLJD WALL ._ - _ W/ SHEATNING FL002 JOfSTS ROOF JOISTS Tek i3031 476-1{47 D. EARTt'K�UAKE : ' � 2E: PLAN (ZE: PLAN W/ 2E: PLAN Fax {3031 476-1612 �� ,.;`_ �.� .�': 012DSMOUTH ' 2. � N�l-STRUCTURAL � F�TS: GUT AT 6EAM ' � BLOCKING A. ELEMENTS SUCH AS N�3N-BEARING PARTITIQNS, ETC . /1TTACHED TO BLOGKIN AND/OR B�p�ORTED BY THE STRl1CTURE SHALL TAKE INTO ACCOUNT DEFI,�� ANt3 OTI�R STFtUCTUR/1L IKOVEMENTS. . �EA O-�LE M •� ,, . ,;,,' ° PLAN � 3. �� , : - r �. -: _ :;; - �,;_ A. . M DESiGN PR�S�RE 20Q0 PSF _ - �_.;; _� � -� ° ,- d. C(�VT TO FOIlOyV ALL� ECOnAi� E(�IDATIONS IN SOILS REPOH7 soFFrr F2AMING t�. INTERM�1NtlUN ENGI�IEERtNG LTD. DATED fEBRUARY 1993. FL042 JOISTS � - - RE: PLAN C. lILL FOQ� [3EAR{NG �L�.Vi�TIGi�lS Sf� v'rv��Ll,k� E A�S � �� ED. EXACT #3EARING I SIMPSON �u ELEVATt� SHALL BE V� RIFIED IN THE FIELD WITH ACTUAL CONDiTIONS BY HANGE2S CONTRACTOR WITH APPROVAL 4F S�ILS ENGINEER AND AtL BOTTOM O� STEEL BEAM FOOTtNGS SHALL 8E A MINiMUM OF 48" BELOW EXTE.RIOR GRADE . RE: pLAN W/ M_L_ BEAM 2 X TOP PLATE RE= PLAN W, ,,Z� � BOLTSS � � ToN °� � � � T � o � � s � � o D. ALL �OOTINGS ARE TO E�E �•LACED Gi� F� nivi , UirIDiSTUFE3ED , NATURAL SOIL AT Z'-o" o .G. � I � � OR PROPERLY COMPACTED BACKFILL, A3'PROVED BY THE SOILS ENGINEER. BACKF�L SHALL BE COMPl1CTED T0959�0 (MINtMUMj STANDARD PROCTOR ��4u = �'-O 3/4" _ �'-0 3/4" = 1'-0 DENSITY UNLESS OTHERWISE RECOMMENDED iN THE SOtI.S REPORT. l� SOFf EXTERIOR STU� SPOTS ARE �NCOUNTERED REMOVE SOIL AND RECONtPACT W1TH APPRQYED I,JALL �..I/ SHEATHING FILL. ( R� : SE31L, AEPORT FOR DESCRIPTION OF BEARING SOIL. ) 8 WOOD : 3�g�� ENp DEGK JOISTS � 2E: !'LAN E. DO NDT PUI#�:�A�CKFlLL �GAINST CR;�'�1�SPACE WALLS UNTfL BASEMENT PLATE w/ 3/4" RE: �LAN F1.04R AND � FLOOR AF� fN PLJICE. A . ALL FRAMING AND TRUSS LUMBER SHA�L BE DRY DaUGLAS FIR , COAST Bo�T • INT� M.L. 2 X DEGKING ;'` REGION VISUALLY GRADED AS FOLLOWS : FLOO2 DOUBLE F: CENTER AL�,: _ , UNDE� WALL$, GOLUMNS OR GRlD SHEATHING 21M JOIST IINES UNL _ ERWlSE NOTED ON PLANS . � 2" THICK - 4" WIDE STUD fb = 800 psi 2E: PLAN . - r. . 2" THICK - 6" a VIlQEfi NO . 2 tb = 1250 psi . . G . CONTRACT � �'f1CVIDE , AT HIS EY,PENSE, FIELD D�t�fSITY TESTS ON 3" THICK - 6' b W�R NO . i fb = 130� psi Qo � � COMPACTED _ _ Ui lv�fi FGO�fi�1G,^� /.i� � I �JTERiOR SLAQ.;-ON-GRADE . A NOTED ALLOWA�.� STAESSES ARE MiNIMUMS AND FOR NONREPETITIVE `� MlNIMUM OF � F+�iEii/+TtVE TEST,^s SHf.LL EE TAKEN FOR E/�CH FQOTING • USES PRIOR TO �.I.QWABLE STRESS tNCREASES . _ � 1 O `J AND SLAE3-O� DC . - `� �Z" M.L. -- B. PROVIDE 1 X 4 CAOSS BRIDGfNG NOT OVER 8' QN CENTER FOR A�L WOOD � ��M z �' l�. NOT1�Y vQiLS FNG1iJEEri 'r:i-�EN EXCi+Vi�TiOi J iJ COMPLETED SO THAT CONDI- JOISTS AND 2X SOLID BLOCKING BETWEEN ,lQISTS AT ALL SUPPORTS. � FL002 -- � JOISTS � � FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE RE: PLAN - TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY �IL� OR CONCRETE . = FLOOR � UBC SCHEDULE UNL�SS OTHERWISE NQTED. � _ Q � SHERTHING � 4. NCRETE: C . LAMINATED BEAMS � Z° 2° � 4• x • � • � - 1 . ALL LAMINATED MEMBERS SHALL BE FABRICATEO OF DOUGLAS FIR TEEL SIDE PLATE � A. ALL CAST- IN- PLACE CONCRET� SHALL BE MADE WITH TYPE I PORTLAND LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH EAGH sI�E �-.1/ rn CEMENT, STONE AGGREC3ATE AMD SHALL _DEVELOP 3000 PSf COIu{PRESSIVE �4�-� �Z � v J STRENGTH lN 26 DAYS. WCL{B. ALL SIZES SHOWN ARE NET. �E EPLP.N w/ TH2U-BOLTS c • 2. LAMINAT�D MEMBER SHALL BE DETAI�ED AND FABRICATED IN ACCORD- 2 X TOP PLATE W m B. THE MODULES 4F EU4ST�CITY OF ALL CONCRETE SHALL EXCEED Wc � �5 33 f c AMCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FAB- W/ t/2" � 00LTS DEGK BERM � RICATION OF STRUCTURAL GLU� LAMINATED TlMSEA , LATEST EDITION M.L. BEAM AT 2'-D° O.G_ 2E: PLAN � (OR 57,0�0 te NORMAL WEIGHT CONCRETE) . A S P U B L{S H E D B Y A I T C . 2E: P��.N C. CONTRACTOR MAY POUR SLABS-ON-GRIkpE CONTINUDUS M! D TROWELCUT JOINTS . � PROYIDE lNV1TS C4NFORMING TO A1TC 117. 22�V8. D. �. FQR CONTINUOUS } O JO�NTS SHALL BE SPACED 15 FEET AND� CtJT 1 " DEEP X 1f8" WIQE. MEMBERS AND CANTILEVERS AND 24FV3 FOR SIM �LE SUPPORT MEMBERS. � �„ � � MEMBERS SHALL BE DESIGNED WITH ZEHO CAMBER WlTH TQP SURFACE � � � T I � � � S � G D � a CLEARLY STAMPED ON EACH MEMBER . T I N � O ` � . SLABS , TOPPiNG, FOOTlNGS, BEAMS AkD WALLS SHALL NOT HAVE JOtNTS IN � � I i o O A HORIZONTAL PLANE . ANY STOP tN CdP1CRETE WORK MUST BE MADE AT THIRD 3/4" = 1'-0 3/4" = 1'-0 � � POINT OF SPAN WITH VERTICAL BllIKHEADS AND HOAIZONTAL SHEAR KEYS D. PLYWOQD DECK AND/OR WAFERB�ARD / r1 O lJ J L OTHERVIfISE SHOWN. ALL CONSTRUCT{ON JOINTS SHA�L BE AS 1 . PANEL THICKNESS SHALL B� AS SHOWN ON THE dRAWING. APPLICATION U D�TAILED OR AS REVIEWED BY THE ENGlNEER . SHA�L BE IN ACCORDANCE WiTH RECOMMENDAT�ONS OF THE AM � RICAN ., • PLYWO�D ASSOCIATION . � O E• ALL C,�3NCRETE WORK AND RElNFORCEMENT DETAlLlNG SHALL BE tN 2. EACH PANEL SHALL BE IDENTIFIED W1TH THE GflADE-�RADEMARK OF . ACC , ANCE WiTH ACf BUILDtNG CODE 318-$3 . UI�tLESS NOTED OTHERWISE THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE RECIUIREME�TS GLU-LAM aEaM � ALL E" � SE� EDGES Q� CONCRETE WpRK SHALL HAVE � FL002 SHEATHING Z X � OR MiGRO-LAM �t lNCH CH�,1Y4FfR. OF U . S . PRODUCTS STANDARD PSE , LATEST EDITIQN FOR PLYWOOD . ALL BEA2ING �EAM 2E: PLAN Q � - USE STANDARD HOQ�CS ON CiOWELS UN�ESS OTHERWISE NOfiED. PAN � LS WHICH HAVE ANY EDGE OR SURFACE PERMANE �ETLY EXPOS� D TO WALL Q THE WEATHER SHALL BE OF THE EXTERIOR TYP� . FLOO2 JOISTS � � 5. REINF�RCEA� ENT; 3. F�R FLOORING USE 1 1 /8` T3G STURD- I- FLOaR SHEATHkNG NAILED AT 4" O . C . fzE- PLAN RE= PLAN _ ALONG PANEL EDGES AND AT 10" A�ONG lNTERMEDIATE SUPPORTS . BLOCKiN� A. AL� REtNFOACING SHALL BE HIGH-STRE�¢TM DEFORMED BARS CONfORMING TO 4. FQR RQO� USE 5/8" (48/24 SPAN RAT1NGy EXPOSURE ! SHEATHfNG NAILED AT 4" z x � T�P PLATE FL002 ASTM GAADE 5� 5, GRADE 60 EXCEPT TIF.�;STIRRUPS AND Pl..AT� ANCHORS WHICH O.C . AL�NG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS . SHALL BE DEFORM� D BARS, ASTM DESlC#�1TION A615, GRADE 40 . 5. EXTERIOR WALLS SHALI HAVE ONE LAYER OF 1 /2" EXPOSURE I SHEATHING SHEATHING � NAItED AT 6" O . C . ALONG PANEL EDGES . ;: B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHAL� BE LAPPED 6. DIAPHRAGM SHEATHING SHAL,L BE THE THICiCNESS SHOWN ON PLAI� S ONE FULL MESH AT SIDE AND END SPLICES AND WIRED T0C3ETHER. WtTH THE FACE GRAlN PERPENOiCULAR TO SUPPORTS WlTH END JOINTS STAGGERED . C. REINFORCEMENT PFiOTECT}ON : 7. INSTALL SUtTABLE EDGE SUPPORT BY USE OF PLYCLIPS , TQNGUE AND O Copyrlght 1 . CONCRETE PO�J AGAINST EARTH 3� GROOVE PANELS OH SOLID WOOD BLOCKING BETWEEN SUPPORTS. c�Wathmey�p�att�sch �tZ 2. CONCRETE , IN FORMS {EXPOSED TO WEATHER OR EARTH ) 2" � I l9 Archltecis, P.C, Ail Rlghts Reserved 3. COLUMi�f,S AND S {fIE BARS) � _ � � � E . PREFABRICATED WO00 MEMBERS SHALL BE THE TYPE NOTE � ON THE DRAWIN� S OO - - - - - - This document, and the Ideas 4. SLABS M!D W T EXPQSED TO WEATHER ) ,�/q• AND SHAL� BE �RUS-JOIST" AS MANUFACTURED BY TRUS-JOIST COMPANY . o�d des�9ns Incorporated ALTERNATES SHALL BE REVIEWED BY THE ENGINEER . WES BLOCKING AND f O hereln, Q5 an Instrument of professlonal service, !s ihe i, roperty of Gwathme /Pratt/ �. NO SPIICES OF REIl�RCEMENT SHAI.L BE MADE EXCEPT AS DETAILED OR BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER . ��n �rtZ ArchlTects, P.cY a,d �s AUTHORIZED BY THE STRUCTURAI ENG#NEER . LAP SPLICES, WHERE PERMITTED, not to be used, �� who�e o� �� `F. PROVIDE BRIDGING PE AAANUFIICTURER S RECOMMENQATIDNS IjNL�SS OTHERWISE j SIMPSON iU FL002 JOISTS p�+, fo� «�y other project HALL BE A MIN�ut�A OF 36 BAfl DU4METERS UNLESS OTHERYVISE NOTED. MAKE 9 � I � HANGE2S RE: PLAN wlthout the wrltten authorizailon ALL BARS CONTINUOUS AROUND CORNERS . NOTED ON STRUCTURAL DRAWINQS. WOQD TAUSSES SHALL BE DESlGNED TO FULFiLL STEEL BEAM FZE= PLR 3" ' Z� of Edward M. Gwathmey Jr., W/ 2 X TOP PLATE Wf p Henry R. Pratt « S�dney Schultz. I/4 STEEL BEAM STRESS REQUIREMENTS AND/OR LQADS NOTED O�1 aRAWfNGS . SHOP DRAWINGS �/Z° � �o�TS AT Z'-o �_G_ ' SEAT i,.1/ �/4" �..lee BLOCKING MIGRO-LRM 6EAM • E . PLACE TWO #M5 {PER 8" THICKNESS) WITH 2'-0 PAOJECTION AROtJIVD ALL SHALL INCLUDE CALCU�,0.TIONS AND BEAR THE STAMP OF A REGISTERED EfVGINEER . { I STIFFENE2 IN RE: PLAN OPENINGS IN C�ICRETE WALLS, SLABS, AND �AMS. ALSO PROVlQE TWO STEEL BEAM: W/ � *S X 4'-0 DIAOONALLY A7' EACH C�i1VER. G. MICRO-LAM MEMBERS SHALL HAV� THE FOLLOWING STRESS CAPACITIES : � � G T I a � � N M.� B AMBOLT � � � T � o N � F� = 2600 PSi , E = 1 ,800,000 PSi , FC1 = 750 PSf , F� = 285 PSL , 3/4° = r-o 3/4" = r-o Dote; S - 30 - 93 . N T f N W O U S T O P A N D B�pTTpW1 gAf{g !N WALi.S AND BEAMS SHIILL BE I SPLlCED A3 F4LLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS QVER SUPPORTS. g, ��: Revised; G . PROVID� ALL ACCESSaRIES NECESSARY TO SUPPORT REINFORCING AT POSI- A. ENGINEER'S ACCEPTANCE MUST BE SCCUREO �OR ALL STRUCTURAL SUBSTITUTIONS. TIONS SH�WN QN THE PLANS . A�L REINFORC�MENT TO BE HEID SECURELY 6LOGKING IN PROPER P06iTION IN ACCORDANCE WITH ACI 31 &77. B . VERIFY ALL OPENINGS THROUGH FLOORS , AODF AND WALLS WITH MECHANfCAL AND - DECK SHEATHtNG ELECTRICAL CONTRACTORS. VERIFICATION OF �OC�ITIONS, SIZES, LINTELS , AND �..i/ WATERP200FING EXTE2102 STUD I.JALL EXTE2102 STUD G. STRt�TIJRAL �: REOUIRED COMNECTIONS ARE CONTF� ACTQR'S COMPLETE RESPONSIBILiTY. W/ S!-IEATHING WALL I,.!/ SHEATHING 2 X 12 RIM FL002 SHEATHINC STONE PAVE2S FLOOR C. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE S#�EATHING ' , A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFiCAT10NS A3S EKCEPT �ARTH. GaNGRETE TOPPIN ' PfPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO 2E: ARGH. DEG ' ASTM A500, GRADE 6 , LATEST EDITtONS. ANCHOR BQLTS SHALL BE A307 STEEL AND K SHEATHING RE: PLAN MISC �LLAN�OUS EMBEDDED {TEMS SHALL BE A36 STEEL. D• SUBMI �' SHOP AND ERECTION DRAWINGS TQ ENGINEER FOR REVIEW OF ALL �,.1/ MOISTU2E _ STRUCTURAL STEEL . THE MANUFACTURING OR FABRICATION OF ANY ITEMS • • •• • � • •: • .. : : . • ~ :. : : , • � : - • .� • . • . . , . . �P.r�2ie2 8 . STRUCTURAL STEE� Sf#ALL B� DETAILED MiD FABRICATED IN ACCORDANCE PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTtRELY AT THE RISK WITH tATEST PROV1S10NS O� A1SC "MANUAL OF STEEL CONSTRUCTION ." OF THE CONTRACTQR . • : � C . UPiLESS OTNERWISE NOTED , USE STANDARD FRAM� BEAM SHEAR CONNECTIONS E• WATERPROQFlNil, VAPOR BARRIERS, WATEHSTOP , ETC . , SHALL BE AS SHOWN s FL002 JOiSTS -- � WITH S�'EEL BOLTS OR WELDED EQUIVALENT. SELEC � C�MNEGTI�V AT EACH � TME �CHITECTURAL DRAWINGS AND AS INDfGATED IN THE SPECIFICATlONS. 2E: PLAN HEP.DE2 . SPLtCE TO SUPPQAT 6QX. THE TOTAL UNIFQAM LOAD CAPACtTY FOR EACH GIVEN BEAM RE: BEAM ANO �PAN. F. ALL DIMENSlONS ON STRUCTURAL DRAWINGS SHALL B� CHECKED AGAINST FlELD M.L. BEAM PLAN ARCHITECTURAL DRAWINGS. 2E: P�aN D. M�NlMUM WELD3 TO BE A1SC AND�QR AWS QUT N�T LES'S �FiAN 3/tfi CONTINUOUS - F�oorz JOISTS FlLLET UNLESS OTHERWtSE NOTED. , • � RE: PLAN E. ALL WELDEAS SHALL H/1VE EYl�ENCE OF PASS� THE AMERICAN WELDING STEEL BEAM DEGK JOISTS i MIC20-LAM : S4CIETY STAI�ARp QUAL#FFCATIDNS TESTS AS��AILED iN AWS D1 . 1 . RE: p�A RE: PLAN -.�_... �, 2E: _PLAN •�..�.v.,=��_,,.�.�..,.� 2 X TOP PLATE � - Sheet Number F. PAOVIDE TEM4PORARY BflAClNQ AND PRECAUTIONS NECESSARY TO WlTHSTAND W/ 1!2" � 60LTS ,�R �/ d,�-� �¢ �+ rF � �f, AT Z��• D.G. �VI� � �?C/��r � �I. ,. r �'j... ' AL� GONSTRUGTIO(� ANDI�OR WIND LOAOS UNTtI AL� FIELD CONNECTIQNS ARE � , T R�, P�� ` ' ' ' ✓ F , �; - . . y�` _ .f . e . _ � �� _'.. 1 .::'� � .v R' _..p • CO�AAPLETED Af�tD SH�AR WALLS OR DECKS ARE �I PLACE. � � � I O � � �. �: . T S � GTID �f �- A. N�1-SHRlNK CxROl1T �/4" = 1'-O 3/4" = 1'-O •""�,r ; - , ,, �„ SH�1LL BE PROVIDED /1S FOLLOWS : ' . � ' e � � r� � � s t '~°' `' � '„;`y `t `„ � ,' i � ;f `�s � � �_,..� 1 . BETWEEN STEEL COLUMN BASES A� FOO�'tNGS. � � - � � �--� ° . _ , : ; r. G; �3� ��" r, � :_- ,�) !°-,'�� , � "_'-----•-------- --•-----°-----••--•------- -- �'; : s . --- ------- • ... , -�--�--°�-- ---- ,�.......,...�...,..�._.s......,..� �T � 4^ . .t . 4 .. • ' . _ . . ' . . . , • �yl • - � ' _ . . . . � ' . . . . .. ' _ . - . . . ' ' . . r _ " .i ,� . � . . . . . - . _ � - _ . . - ° � . .. - _ . . . - � - -- - � - - - - � c � _ - - _- . . - � . . . . - - � _ . . . ' ' . . _ _ . ' . ' ' . �� - ` ' . _ , . . . : � . . ' . . � , � �� , � f- � - . . _ . ! . . _ . . . - ' . . - . �� - rt � - . � - � ' WCl ��"1t'1'1� _ �. . _ � . f;: . : - � - � "' �'+E.�t� � � � : _ . c�'JC�'lU � tZ . y.. .� : - PROtiDE UNBROKEtJ LOOP OF �X,�R�� G�a� S Y M B 0 L L E G E N D p�� CABLE 7HR�UCH REStDENCE �-- —� Architects, - �•~•�•`_1�'�•� FOR INCREASED RELIABiLI�Y. vo�i, caoroao 81657 �? > - ' �`'�-1� (LOOP NOT TO EXCEED 100'-0" 1000 S. Frontage Rd. West " � � " � ~ PR0IADE #AULTt?tE LOOPS IF ��•-�_ L1GHTING FiX7URES :� � `•+ NECESSARY. ) LEAVE 24" OF EQUIPMENT TN: (303) 478-1147 ' � � �� .y, COAX FOR TEiiMINATION SY b Fox: (303) 476- ifi12 A FLUORESCENT - LENSED � . . � NEfiITAGE CABLE C0. Q'FUSED DISCONNECT � 1 A = FIXTURE TYPE - SEE SCMEDULE ? � � .~�`'�-..� . CABLE CO. �AH = 4' - 6" TO TOP b = SWITCH DESIGNATiON ' 1 = CIRCUIT DESI6NATION ,. ,�_ � � _ �'UNFUSE� DISCONNECT ; MH = 4' - 6" TO TOP b � j � CON �ACTOR I--�-� FLUOi�ESCENT - OPEN � . . t ' M MOTOR b ` __ ; , CABLE TERMINAL O� ` ' ENCLOSURE A CEILING M0111VTED � . . l � PANEL80ARfl b N ` �"O WALL BRACKET ., � � UA L1A = DESlGNATIOiV � MH — S�� PLANS ; � 5' - Q" TO TOP o1 , � PfiOTOCELL f-- T --{ TRACK . " � O ` ' F1NI5HED GRADE � O ; TYPICAL OUTLET: 2" x 4' BOX WITH T� T�ME CLOCK i 1 TE� SPLfTTER, THREADED OUTLET MH = 4'- 6 " T� TOP ` AN � IVORY C01lERPLATE. SEE PLANS ONE LINE DIAGRAM � � 1 4 FOR ¢UANITIN. Q THERMOSTAT j ' ' 24° t " PVC MH = 4' - 6 ' TO TOP FEEDER � � � MIN. SLEEVE I 2 - 2"PVC NO OF CONDUITS - SIZE dc MATERIAL . y Q HUMIDISTAT 3 �'4 /0 NUMBER dc SIZE OF 0 dc N I � , ., THW - AL INSULATION 3c CONDUCTOR ` WEST PENN �ECL2- 843 1 �4 GRD GROUND SIZE (! F USED ) � + x A L : MH = 4 - 6 TO TOP �, P2 ; IMTFi �IRE REFARDANT Q PUSH BUTTON TMw - CU INSULAiION dc CONDUCTOR : , r ' : ` P2 � SERVICE CABIE TO .lAC!( ET. ` �, PEDESTAL BY CABLE ' � P2 ► COMPANY � CHi �lE M[� METER � � � �� AC /DC SA� OKE DETECTOR � PAN£ LBOARD - SEE SCHEDUL� � ►, ___� � TV RISER DiAGRAM � �p � LP1 = DESIGNATION : ; , � � NO SCALE 9�.ET� MH = 1 ' - 6" TO CENTER � PZ Q F ► ' l . � � 1 � � NOTES: '� � DUPLEX RECEPTACLE � ' � � � 1 �8 8 = CIRCUIT NUMBER ( TYPICAL) �- CURRENT TRANSFORMER ; � �f i � 1 . CALL CA6LE COA�IPANY WHEN POWER TRENCH IS OPE�f FOR THEIR YV� = WEATHERPROdF ` , � i 1 lNSTALLATION OF DIRECT BURIAL CABLE , OR TRENCH LATER FOR GFI = GROUND FAULT INTERCEPTOR � FUSED SWITCH l 1 � CABLE COMPANY. 6�/3 ,. � i i ' 60 AMP 3 POLE FRAME V � � �� ` � FOURPLEX RECEPTACLE 12 DEVICE �l 12 , . � i i f � � SPECIAL - SEE EQUIPMENT SCHEDULE h� R 50 AMP KTNR FUSE � ! ii � �` ° ` , � , ± O1 f f � 1 � SPLIT WIRED RECEPTACLE 1 1 1 ; I ��i i a = SWI �CH DESIGNATION ��--�� ' � �i�� J � _ , ( � i , Q JiJNCTION BOX - CEILING SERVICE EiVTRANCE + � 11 TO A!N + � PROVIDE UNBROiCEN LOOP OF ExTEitIOR GARAGE TYFICAL 4U1�ET J : ` � ! � NTRY. RECEPTACLE 1 CABLE THROUGN RESIDENCE i � JUNCT10�1 BL3X - WALL g METER � � , Il T� BE UNSYNTCHEfl � �F —� � f � FOR INCREASEa RELlABILITY � MH = 5'- 0" TO TOP Q ! � � j � 1 . � AND FLEXIBIUTY FOR � TELEPHONE - WALL . �. � � � i G ADDITtONAL UNES. �EAVE ' �2 DUPLEX TELEPHONE - WALL ■ PAD MOUNTED TRANSF�JRMER �� , � j � 24 FOR TERMINATlON ON � _ �_:; � 1 PROTECTOR BY PHONE CO. � . � i ` ` `` ` � � TELEPHONE - FLOOR � ' � Q FLOOR RECEPTACLE GENERAL NOTES � ,^ � `_ VI f � 3 � \`__- , � ` , � � SEE THE SPECI�'ICATIONS FOR ADDITiONAL C � , - � �+--�-_�,�__`-`_�- 1 , t I N FOR�A ATI ON. � � 1 � � � I TELEPHONE SERVICE GENERAL SYM80LS - ; ' EXTEND EXISi1NG 4" PVC PO SERVICE � � � ' PROTECTOR � � O ' � CONDUIT TO #�IETER AND PULL S �1 1 1 I A� EOUIPMEfVT SEE THE ARCHITECTURAL REFLECTED CEIUNtG ' CONDUCTORS � t �i � AC - 1 = DESIGNATION - SEE SCHEDULE P�AN FOR EXACT LOCATION OF CEiLING � MOUNTED DEVICES. � ` • , ; � 1 � ; • • • • i FLAG NOTE � � � 1------------------------------- -------------- -T- � �--1 PRQVIDE A � 6 GROUND O THlS SYMBOL LEGEND i5 FOR GENERAL � � . � FROM ELECTRICAL SERVICE REFERENCE USE. SPECIFIC REQUIREMENTS ON ' �—� EXIST1NG CAPPED 4" SCFlEDULE 40 PVC CONDUlT 48" Q REVlSION ( � � 1 ► GROUND ROD TO TELEPHONE THE PLANS OR SCHEDULES TAKE PRECEDENCE. Q O i . � 1 1 BELOW GRADE FROM TRRNSFORMER TO PRflPERTY V � :' � � � UNE SERVICE ENTRANCE POINT CONNECT TO EACH PHONE 12 ROOM NUMSER -.{ � � � � WITHIN THE DVYEWNG � ALL OUTLETS ARE TO BE INS7ALLED FLUSH � ,*, � 1 SEE P�ANS FOR Qt1ANTiTY SECTION MARK UNLESS OTH£RWISE iN01CATED . � O O - SITE PLMN 73. � 1 � EXISTING 120/240V S $ 3W PAD MOUNTED UTI _iTY � A = SECTION DESIGNATION MOUNTING HEIGHTS SH04YN ON THE PLANS _ � _ � y 1 1 iRANSFORMER � Et = REFERENCE DRAWING TAKE PRECEDENCE OVER THIS LEGENO. SCALE: 20' = 1 ' -0" � 4j 11 ` � CABLE: SIX CQNDUCTQR • � J � ; T . CHECK ALL DOOR SWINGS Ai�D CABINETRY � ' ti 2a W12iN FERE RET RDANT JACKET � 1 FINISHED GRADEJ MIN. SIMTCHES MH = 3'- 10" TO CENTER ELEVATIONS BEFORE INSTALLING SWITCH AN� � O , � � RE�'ERENCE � � + ounEr aoxES. . NORTH � � r b � � 1 j � SINGLE POLE ` - _�J b = SWITCH �ESIGNATION ABBREVIATIONS , . . 2" SCNEDULE 40 PVC TO � TWO POLE ; _ . . EXISTING TELEPFfOidE PEDESTAL TELEPHONE PEDESTAL A A�IPERES , _ � . �3 rHREE wAY AFG ASOVE F NiSHED G ADE � EXISIING CABLE N PEDESTAL T E L E P H 0 N E R I S E R D I A G R A M �4 F O U{2 W A Y B KR BR EAK E R : C CONDUIT r '- '�:"�.- � NO SCALE � DIMMER EMT ELECTRICAL METALiJC TU91NG :.T� .`� GRC GALVANIZED RIGiD CONDUIT Copyr►9ht f •:w � �� qM GRD GROUND Cwothmay/Pratt/Schult2 , GFI GROUND FAULT INTERRUPTfR Architecte, P. C. `_ _ IG ISOLAI'ED GROUN� All Rights Reearved ` �M iulA�IUAL AAOT�R STARTER NIC NOT IN CONTRACT This documaet and tlu Md�es F' ' � ` NTS NOT TO SCALE � _ . 120/240V 1 (� 3W PAD MOUNT�6 TRANSFORl�tER PVC POLYVINYL CHLORIDE a+d d�siqn Ineorporots0 i� •� 73'- 0" NORhI OF NOl�TH WEST PROPERFY LkNE • �p 1+AOTION SWITCH R ROOF MOUNTED VYEATHERPROOF GFI �'• °� � �+atrurr�ent ot � '' P►olswiond sKMc+; � tM � -- WP VYEATHERPROOF property ei �othrrNy/pratt/ ,_ : Sc�+ultz Mchitect�, P.C. and is � E3.AG NOTES: � noY to b� us�d. in �hcl� o► In , CIRCUITING port, !w ony otnsr proJ�ee. O1 PROVIDE 3/4" PVC STUS OUT �OR FUTURE LANDSCAPE L1GHTiNG. CAP END JW� STAKE tOCATION. �� Y wlthout tha rrttten a�rtl�orizotion ` � CONCEALED IN WALI OR CEIUNG ot Ed+rord M. Gvrclfr�sy .Y., � O2 PROVIUE 1 " PVC STUB Ol1T FOR FUiURE HOT TUB. CAP END AND STAKE LOCATION . EXISTING UNDERGROUND _ _ _ _ _ _ _ N«+rr R• Pratt or sidn.y Sawltz ; ` 4" PVC CONDUIT - - UNDERGROUND : = Q3 AlL ELECTRIC UT�LI�ES ARE TO BE RUN UNDER THE DRIVEWAY. ; �: '. 4" PVC '_ - . 3 �2 fp ` �: � XHHw �� Date : 8f3Q/93 . . �""� i� �"Ta ,*4'"� �t e�' °:7 a"� k ' M � �� . :, � � _. �,. �:�w. ,w ca e � _ . i y �: v , � PS ; :�" Revised : ` �`� � ' �` � :.• ' �`> o.� ' " 2" EMT ; 3 �t2 �p � ..E.,� ,,,.,� ,� r ; � .- :, . ..� , , � ._ ; . XHHW CU � ° ' : . _ ,. � , .. � ��„r•� � 4°` ��.:�'� Z �"V°�4 �:;,w,,,_ �. { � x. c' a.,� . , . . 200 /2 4 �^. _ �. �t ,/ , , �� •"'-°_ lJl�. F - G9 � 1/ - � U T __._�..."""�'"�"' "_' "" '"'_"'""" ' z'�__' "".��Y _ 2�� FRNR � = PANEL SCHEDULE - PI �4 CU �DC�O�WA�TTO AVAILABLE SHORT CIRCli1T CURRENT- MAiN . PANEL SCHEDULE — P2 � ` 8'-0° DRIVEN GROUND 7500 AFAPS SYAAMETRiCAL , 3 �t2 /0 ; Ai+l L : - LO A . 1 TA : i 0 40 HA A ON C � 2 219 W ROD. PANEL TYPE: LOADCENTER HASES: 1 VOLTA : 120 40 V HASE A CONNEC D: 2496$ W t �q4 GRD - AIN BREAKER: NONE MARES: 3 CONNEC�D: 50223 W HASE B CONNECTED: 24004 W AIN BREAKER : NONE RES: 3 ONNECTED: 48724 W HASE B CONNECIED: 23756 W , �� A NT1N : F SER CU BUS SIZE : 225 A OUNTING: fLUSN � � . ; ; A F C P A A P C C A � M 0 K K O I�A M 0 K H K O M ' dAD TYPE AN� DESCRIPTION P L T A T L P OAD TYPE AND DESCRiPTION LQAD TYPE ANa DESCRIPTiON P t' T A T � P OAD tYPE AND DESCRIPTION � � . S E � � E S S E �! � E S . s _ S S S S � � • - A A - 1 3 �2/0 UNIT F- 1 TUR A P A P H N: A H ' " - - - - - 1 - - - 1 �t�4 GRD I fP- i A 4 1 I N : i` AL A - H A : UNI l- 1 SEi2 CU KI Fi N: UNIT RE - 1 OA 1 5 A fi 1P A I H N : A A IAN AN H K � - - I N_ U i - 1 A 1 A U - ' � - - I H N: UNI W- 1 A 1 A 1 1 A UN -1 � - I N: UNI - 1 11 1 A I : � , ' ' - I H N: i W- 1 1 A 4 A . • 1 1 - N : UN A- 1 1 1 1 1 A � " � • ' 1 - � - P1 P2 ISC: G N AL A 1 17 A 1 1 1 A 1 : .� ' 1 1 A I : - ISC: RAL 1 A 1P 1 0 1 1 A I • � � � ` " ` - A A�IISC: AL 1 A 1 2 1 1 A 1 : N � , , . 4 IS : G !J A 15A 1P 4 1P 15A � : � S hee t Num ber F 1 1 A I : H A A 1 ISC: G A 1 A 1 A 1 15A I . i • . � ' �- A A 1 IS : G N A A 1 1 A U0. � � , . � � � - � ' ' ' A - �' " : " - ' � - . ONE LINE DIAGRAM �SC: - 1_ HT- 1 TURE _ A 2� 9 , A #i � LAN N� " � � . (� - . � � ISC: UNIT HT- U R KR 1 A - - - - A E I � �, � � _ -- --- - - � -- - - - NO SCALE � H NIT F- A A - - ~ - � _ a.: , � -- - - - - - 9 - - - A - -- A - - - - - - 39 - - - ` - A - - - " 1 ' 'n � G� _ - _,; _ . . � � ' ' . . � : y 'i�- � _ - , . - - _ . - . . . . . - . . _ . . . . , . . .. �, ., . . . ' . _ - - _ . . -` '.-.. . . . . . .� _ _ - . � ' , . . " - . - -:. - - � � . - - : ' . r� S' ' a i_ . - _ ` _ .. . - . . -.- .. . - . ' � - ' . � .� � . ' . - ' - - . 4='' L .� _- >__�_ �. �� _�_ - .. r: _ _ - ,- •- — _ :: � . � - - - - _ :.. -,. � . �--ae- . . _ - - _ _ - - - .. . - � y. - �#� -r � -- . _ - � . _ � - . . - - . _ . . - '"•r—r• -. . r�. _ � . _ . . ._ . . _ - - - - — - -�. . - : • -�--< r ;,-'�.. " . - . - - - - � � . _ . i � , � � �_ _ � . �7WQ ��'l�y . � , a - Y �,� -- � �. _ � � �'ratt �� 2 � - � Schultz � . . � . _ / � �. ; � � ' Arthitects, p.c. : ` �. -. ' . . : 1000 5. Fronta9e Rd. IM�est � I ; . , . Voil. Colorada 8l557 ; ; - Fox: {303� 476— t6i2 ` Tsl: ( 303) 478-1147 ; � - - - - - - - - - - - - - - - - - - - - - - -� � . . , � � - - - - - - - - - - - - - - - - - - - - - - - } � � � � , ,' • � � . � . � , `. � ; � i � � � �\ ' � � i � � - � ' i � � � i , � � � �. \ � i i � - i � � ` � � - - � � � � i � � �- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. � � � � ' �- - - - - - - - - - - - - - - - i � � � � � ` \ � � ` , ` � �' _ _ _ _ _ _ _ � _ _ � _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ — _ — — — — _ — _ _ — — _ _ _ J / \ / � \ � \ � . _ ` � _ _ _ _ _ _ _ _ _ � _ _ _ _ _ � _ _ � "_ � _ _ _ � _ � _ _ � _ � � � � _ � � _ _ J \ l � I � . " � � I I � [ I I � � I ' I I � . �� __ r \ ' CRAWL SPACE � --- , G � � I ACCESS i-i-� PANEL 5 � � G M 6P � � I � t - 16 � , 3 M � �CC . P/►F.� t - 18 � - �jAl$� � �UD RQOM � . . � G A i i � i � � . .�. " i 2P •� � � � 1 - 10 � i � � i1 - 8 �P � CRAWLSPACE UP TO i � (n 3- WAY � _ SWITCH i P 1 - 1 - 3 - � i 3 � � V � _ : ' G 4 � � BL ' G G 1 - 14 � � UP A H O � � ACC�SS � � a/ PAN L q / n � O 1F ' MECH ROOM � � � � � � 1 - 33 P2 P1 � � � - - /� � Q 45" ''Ki � ' � � � O � GFi �� ' ,. , . E% TERIOR / r � UGHIING i � � � CONTROL � � � � HF � . - t � i i . � � i � CABLE TV TERMINAL ;f 1 - 35 + � TELEPMONE PROTEGTpR D D D � _ i j MAIN DISCONNECT a 1 {�Q � � DO � ' ��x+�t Gwathmay/Pratt/Schul tt , I � F Architecta, P. C- _ � – 3 O � – � { M All Rights Reserved i � This dowmnet and tAe id�as � _ - � and dea' at�4 , j � Aarein. aa m inatrument of i . � — 1 i � uyp protudond *�rvtcr, is ths � � GFI S�c�tzYArchlt�P�and� i not to be ustd, in whoh or in t - � POrI, fOf Ony 61hK PIO�lG1, > I I I � � � wfthaui the rAttan authorizatian fLAG NOTES: � � - - - - - - - - - - - - - - - - - - - - - - 1 r - - - - " - - - - - ' - - -' - - - - J Of EQwOYd M. G1r01hMly JI'.. . � . i - - i i Henry R, Prvtt or Sidn�y Sdwitz � , O VfRIFY �I �UNTING HEIGHT 1MTH EX �ER1pR ELEVATlONS ON ARCHlT�CTURAL DRAWINGS. i i � � � � I i i f I , O2 SEE MECHANICAL Di2AWINGS FOi2 LOCATION OF TNER1ulOS7ATS, HUl�AIDISTATS AND ASSOCIATED i i � ' CONTROL VALVES. ` � i i _ � � � . . . . . � � te : 8/$Of93 . . • . �. = �� ' � � � � � � Revised : . � O O � � . , � , , , . . , ` � , ' TO SWiTCH IN � � � , ' MAIN ENTRY �- - - - - - - - - - - - - - - - – - - - - � � _ ( • r ; ; • — � ` - ; : f � ° . � � - - . , ,:. ,.. ..,. — �,A- a � , , ' _. . ' . , . . � I*:. 1 - . 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I -- � � ' i �. � � � _ • • � � � A � � i � � � '�\�,`; \ ,: r- • -, � i } — - � - - - —� - - -- - - -- - - — - - - — . - - - ; —W�Y � � / I — � � `\ � � � + ; I � [ � � i � � � _ � ' I � -- -r - - - - - �- -- --- - - - - - - - - - - � - - - - - - - � - - - - ` - - -- - - i � _ S - - - - , i r _ L '- - - - - ' 1 ;� � I � ' ; i � � TO - - - � � � � ; � - - - - L�-� -- - - - - - - - - - � - - - � - - - � � ' ; : � �� r ; ( � 0 � ' � ---� ' � i � i i Fl}(Ttl _ ' A / � � V 1 � in � � 1 i • > , ' i ; ' , i , i , � � HEATING VALVE WiR � NG � � � ` " : , " ' � ` ; ' ; - - � �- ° � • - I � � , ' � - - - - - - - - - f � � - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - -- --� -- � ��L ` �11B�L� � I � 4 } � � � � NO SCALE � ; , �1L . . + - � i � j � � - - - - �-- , � � � , - - - - - - � � - _ „ � � Q � r i � ' , � f � " � � - - � � � � Q � - � � � � � � � l � � ; ; _. - No� s : � ��-=-� � ! � � ' � A a � A � �, � �I � ,� � ! ' � 1 '' ( ( I % � I � � � O COfJTROL POWER TRANSf ORMERS TO SE SUPPLIED AND � , � � + i I . ; � INSTALLED BY THE ELECTRICAL CONTRACTOR TRANSFORMERS I � I_IVING ROQM O � i � � 3 .� � _ __ I � � I � L.J � I 4 - : - -. � F i - -- - -T-- � � - - - _ �—�- ----- - --- - - --- -�. � � � � ARE TO 8E LQCATED IN CdtdCEALED BUT ACCESSIBLE ; 1 ' - O � . LOCATIONS �UCH AS THE CRAWL SPACf � L_ - � L L -- T- -- - -- - - - -- ---- I �/ , i i , ; j � ``-�_ � i � 3 � - t - - - - - - - - - - - - - - - - - - - - - - A � � � � � / L- � - � � � � �� ! � L.L i ; ; , f � ; i ! � f i i � , � 0 � � � � . � \' 2 � f : i � � , ' � � - - L . , � � .� ' ' � � - � ---- � � � .�_ RE C � � � ` O ` � ' � LL - ---� � ' � , " ; _ A . { - - - - -- - - -- - - - � , � ; � �' , . � � � _ O' 1 ; - -r-j � � ' - - - — - - - - - - "5 � EF � I � � I � i � � O V _ ' + � � i i �_ � f � 5 � i F A � � � _ I � I � � U ; t ► lSLI�1F.�L RA j A � 2- 37 � � � � � - - , ' I ; I j I ' • ; , R �j i - - -�� ; . + � � � � J , � _-1, i � � r � - � i - — - � - - -�1_,f_ - - - � ' ' , � i � ; � � I — ; �--- I_ _ .9�_= - . - � ` - - - _ = - - - ` . _ ' , ; �, I ; �' , ' � ; � I� � { � I � � > . �� , - - - � - - - --- o � � P . � . , � � � . � i _� [ � E— _ I ❑ . i i � - � � � _. _ __ - - - - -- - - - - - 3 � � 44° , I I \ - i i I I � I � � i I �� ' , . t ; � � -- - - - - - - - - - -- - - - - - - - - - - - - - -- - i f i lt A � TC � � � � � L � � � � i I I � i 1 i 1 I , T . i � ; � � f i . � � : I i ' � � � � i i • � ` — . i � � � � � I . � ' ( I I l _ _ ` _ _ � i � � ,. � _ �1 � � � � �¢ E ` { � ` � � ` - I � ' � o ♦ � ' � ' � ' � ! 1 � ' ' � i ` - - - - - - - �''� - - (�f , � � � , ' ` � �•K� �� A � � � I � _J—_ I _ _ '` -_-1-� - I ' ' ' \ ` � . ' � ; � _ � • 1 1 A I , ' ; . `�`.,� � . � • t 2 - 1t � ^ �- -J ! , ' ' � ,,� �� ; j � ii� CoPYri9ht . � � � ; ALEX'S BATH � . UP i ; ' � , � � Gwathmey/Pratt /Schultz r � � ! ---� �` " � �/ ' , i Architects, P . C. � � � � - - - - - - - - - - , 2- 9 _ _ _ - - - � `---- -'- - - - - - - -=�' Y i �- - - - _ --- -- . � � I ' � � -� y All Ri ts Reserved I I \ - - - - - � � ! � 3 f�=— -� � �-�- -__ -- � 3 � i - ; E� TRY PORCH j ` _ _ _ _ _ _ 3 S � ROUF DECk '�ti Af � S � ! li � Thia documnet ane the ideas I � ! . , , ond deaiqn irtcwporated � � i • ROOF DEGK i ; � ; �erein, aa � inatrument ot i I i I ` - - - - - - - - - — - - - - - -- - - - � ! �� - - - - - � � � � prolessiond eervke; ia the E � ' � , �� ' ! + � '� j property of Gwothmey/P�ott! �� - � • , i Sc1� Itz Arohitec s, P. C. artd is ` _ � � i � _ -- -- 1 —_-� - �� - - - -` 1 - - - ;T � � i - — - - -_ - - - - - - !� ° notuto be used. tin whde or m ` � � � - -- — - - - - - -- --- -- - - - - - - r�-�r _ _ � �--- . --r--- - --� � - � porL iw ony other project. � i wfthout tMe wrltten outhprizatton � � � � � � of Edward i+l. Cwathmey ,lr . ; �------ - -- — ---- - - -- -- - -- - ; H N � � � i' � MOUNT PHOTOCELL ; Nenry R. Pratt or Sidney Schutlz . ` - � � ` � --- -� � IN UNOERSkdE OF � - - - - - - - - - � — t1Gv � - _ - - T i / / �—�- --- -- ---- , aVERHANG . J , ; � � . , I � ; PHO70CEL� : PREGSION �ST- 15 `� I , ' ' � ! , � i � � � - � - - � - - - - - - - - - - - - - - - - - - - - - / � , f � Date : a , so ;93 , i. � , � , . ! I Ir � � I � i � �I � Revised : _ 1I f I `I � . . _ . . _ . V I � 4 I �- • E � � � r ,{ 1� � f - -- - ---- - - - -- -- • . � --}--- - - -� ; ; S E P � 8 �hY�.� E - -------� . 1 � I � �_ i HAND - OFf - AUTO SWITCH ' H I� A 2 - NARE C�NTROL MODUIE. ASCO � -� � � i MOUNT IN CONTACTDR COVER �' �t47. MOUNT IN CONTACTOR k �__ � I FLAG NOTES: . ALLEN BRADLEi 8UOT- SJhC1 $ ' /r ENCLOSURE . ! � E OOWA1 TO TY�E � � �1 VERIFY EXACT LOCATIINi vNTH OWNER AND ARC.HITECT PRIOR TO ELECTRlCAL ROUGH - IN - - � C " � - � " i3' Ft7CFURE ON � _ _' SHATCH LEG IN MAIN ENTRY- ---� CONTACTOR . ASCO �l917 . MOUNT j pRIVEV�AY ENTRY � � !N NEMA I ENCLOSURE E � � `� �ER 02 PROVIDE 2 - GAl� G BARRIERED POWER /SIGNAL BQx WiTH GOMMON COVER . SEE DETAIL ON _ \ /_/ ; ! - --- � DRAIMNG E3. 0. :" �� ` _ . _�„I ' S � � 03 VERIFY MOUNTING HEIGFiT +MTH EXTERIQR ELEVATIONS ON ARCHITFCTt1RAL DRAWINGS. i� � �� , / ��_ � ^_� I '� _ � 40 SEE MECHANICAL ORAWlNGS FOR LOCATION OF THERMOSTATS AND ASSOCIAT� D HEATING ' SWITCH LEGS AT EXITS /� Y '� - �A �' � wpti \ . ON REAR DECK � \ }- TO �IXTURE TYPES: � � CONTRGL VALVES . . i i . Ii , i2 . A�D [3 � � _ , � � _ _ - - -- - - , ', SCHEMATIC WIRING DIAGRAM TG �IX1Ui�E TYPE N `., , �� . �' .� �� •� ti�. �° , ; "��, ,� � �,:r a �,� ",��, �� 3� y .7 EXTERIOR L � GHTING CONTROL �- --�� 3 � �� ' � g=-�r' Nc% �CA� E -�- � ��;Y� �� '-� �; ,�� y �� Sheet Number z E �. ECTR � CAL PLAt� - ENTRY �.EVEL - V W � yZJL S��- 1 �� 3 j . � �w � � " = E2i BY____.__.._� --------------------------._,DAT F.l .fL�� -- - - . � W � � . _ • QZ � � REFERENCE � � � NOR7H pQp4 � M � U . : � . _ . . � � _ wathme� F . . ' . � � �� - . . ` � � 5C#�UfitZ ; . ' Arch;tects, p. c. s � 1000 S. Frontaqe Rd. iNest . . ' Vpii. Cdorado 87b57 _ . Te1: { 3Q3) 476-11 �7 _ Fax: ( 303) 476- 1Bi2 r . ; , — � - � r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , ' ' . � 1 � " I I , � � i I ' e I I � ' I � �' - - - - - - - - - - -� 1 I f � i � ' I I i � . . � I � ` I , I � - - -� � - - I i I 1 � . � � { � � y � � 4 q � i . � � i + — — � , i � i � � � � ' � 3 i . i i � - - - - - - - - - - - -- - - � � � � �. � i � i � � = I I I I '' 1 I I I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ' I 1 I I � I I I I I � � I I I I i � I i 1 I I I I j I � I I r - - - - - - - - - - - � � - - - - - - - - - � f I �_ I I r — - - - - - - - - - - - - - - - - - - - 7—'----�-- —Y - - - - - - - - -�- - - - - - - - - - - - - - - � I ' 1 I � - � � � I I � I � i�/ \ \� � I / I I � ` �/ \ �� 4 I / I ; I I � ; . I I � �� F I I . '. ' I I � I I i i ; r- - - - - - � - - - - - - - � i i � . : i i � i � i / � � i � � � � i i � � TOILET � - — ---- - � i ' i . a i � � ; i i � ; J + i ; � �- - - - - � I i I i - i � � UNFfNiSHED ATTIC � i . i ' EF , � _=' i � i i 6 � i . I \ \ ' A1 I q �; �T� ' I � i i � ��T - - - - - - - - - - - - - - 7 - - - - , � �. i i t i � �"Y'"` � i i � ` � ii ii , ' a i � ��--yy � I � ♦ I I 1 l / 1 1 � � � - I � � It IE , � � 1 4 � } I � � 1 I A I 1 � I�S — ----- � , - I - — ` I ' a \�� ♦ / � � ; ± r - - - � � L I � . - I � � � � 4 o E O i � I � I i I ' � I ♦ i 1 I � � - � i � �. � � 4 I \ I I � � % � saTH � i \ I : �� i \1 �� t - 2 / i OPEN �0 UVING TYPE " A�" k - 4 �EST i - � - - - - - - - - - - - - - - - - - - - - - - - - - A� 1 i = , � � E � ROOM BELOW - - � @N�Yi a — � I � v � � � , � � _ � � F . j � � ROOM � ❑ � � -� ' ► p y � - - - - - � ' - - - - - ' � ' \ / I I � . ; t ' � SHELF 6� � (n , i - - - - � i ` DN — � - - - - - - - - - - - - � e � i _ _ A1 � � � 6RIDGE � i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . A1 A � � t � �A O � ; . � ❑P i i \ A v � � . ii � ' Q� � � � 2 , � i - - - - - - - - - - - - - - - TL._ i � , ' � � - --- r f� � � ; � ! � � � Q , � � , _ � __ . - - - - - - - -- _� � � _ _ - - - - � , � , ' { _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _ _ _ � o 0 , � , � ❑ � � ` i , I P I 3 !=7 1 � _ ` � � i � UNF4NISHED ATT1C ' � " i i - - - -- . _ _ . __ _ . _ _. _ � , - BELOWT� KITCHEN { � � ` i i . _ - - - __ - - � - - � i � , i ` � _ � � � , i � / . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - MASTER � i r � � � � ' _ � ; • . � r r-- , � .. a _ � - - - - i � :. - - - - - - - - - --- - . - - - � i i _ ' -- i � ; � - - , � r ' . i ` i O � � � � � _ i i / i . � , i i i ; � � � ; � � ' � , � i i � . � i r i � i WP - - � - - - - - -� . .� - - - - - - i i Galh�mey/Prott/Schultz • ' . i S �1 GFI S �1 i � � � � \ � Arcf�itetts, P:C. " i � � � - - - - - - - J � f � All Rights Reaerved �--� - - - - - - - - - - - - - - - - - - - - - - - � . �: . , . - �- . L - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. Thia docurn�et ond tht ideos ' '; 4 { O � herein. oa an fiatrutn�eft of � ` • MASTER DECK � � �d �� c�Q�� - � i protssNond servicr, !� tM , ' 4 I — -- prop�rty of f�ot4m�y/Psrott/ I � Schultz Arc�itxh. P.C. ond 'N ' _ ' - I I not to b� used. io whol� or in 1 ' I I ; - - - - - - - - - - - - - - - - - - - - - 1-- port, for cny o�er prOJ�et, wlthout ths Nritten outhorizoUort -- of EO+�orC M. 6tivothmey .k:. ' —� Nwuy R. Fratt or Sadney Schulti ' � � • � . � I Date : 8i�i93 � � , , � - � : � 2 , Revised : � FLAG M1iOTES: - O1 VERIFY MOUNTtNG HEIGFlT WITH EXTERIOR ELEVATION ON ARCHITECTURAL DRAWINGS PRiOR TO ELECTRICAL ROUGH— IN . , � O PROVIDE 2 — GANG BARRIERED P01NER /SIGNAL BOX WITH COMMON COVER . SEE DETAII ON DRAWING E3. 0. : O3 VERIFY EXACT LOCATION WITH OWNER AND ARCHITECT PRIOR TO ELECTRICAL ROUGH — IN . � O4 PR�VIDE JUNCTIQN Bd7C FOR CONNECTION TO FUZURE GUTTER HEAT TRACE. � ` . � . . t O5 5EE k�1ECHANICAL PLANS FOR LOCATION OF THERMOSTATS AND ASSOCIATED HEATiNG CONTROL VALVES. s . ' " - - ; Y � ' . � . . - . . � -. f � ' � _ . . . . . � �� . _ � � . , 9 , . - . . �..�..�.. r . - . . . , _ .. " ' '� .. � , . `# � : - . - . � r � s: �. ::; .• :' .,` =�;� . w-' - -, ,_ . . . i. . . . �{ ' 1 . . _ - _ . . .,, ...a 1 E � - , � V s • . , ,...: . . � 3 � .. ,.� � .. ... . . . - . . " ' . . '� qd...' � w , i "' ' . . - ' � .�,' " r � . s �, � � - - • � -` - _ � � Sheet Number . , -. p � � ELECTRlCAL PLAN — UPPER LEVEL . � r -� r_ . � _..of� _ - _ ' - _ , ��r� � � C; i� -•••_--•-°-•--°•�__�- - ---- • -----•--- - �`,S . � SCAIE: i /4" = 1 '- 0" � � • � r � � - � cr3 OO RE�EREI�CE � �� -- , ; _ . . � NORTH - _� - "a� . _ � � , �� " :: , ; .. . _ . . . :.�: .:- _ . _ � � : , N - 'l . . - , � � . - - . . � . . , . � '� �k s '_ : � _ ` . : . . . . " . . , - - - . f - .- - - ` . - . � . •- - - . . . ' - ..— _ � - , . - Lt 3� .. - � _ � t � - �'� ` . ti : _ _' � '' . . . _ _ _ . _ _ _ . . . . . / . ♦ � ' . . �!^+ . : . _ _ . -. . � � �'( - . . . - . � - - - �. . . . . . i-j `.:` �_ -t•:_ i ��: _ . - _ �`� �.`� - "' �iF�. �l . '`"'�r.�€i " - -' - - - . . .. _ ._ . _ - - - - � - - - - . _ . _ . . _ ' . - . . . . _ . . _ . . .- ' . , ' - . — �- � r � � ; . � :: , . - _ . � - ,.� � � ;' - -_ z . . _ - , , . .� � .i ' " - . . . . . - . , _ - - - - . _ . �": . �' Y� i . i. . _ _ . ' ' . 1 . . . " - � 1 } , .: �.7WC1t�E31�. , . _ � : _ . . � { � � LlGHi1NG FIXTURE SCHEDULE �f Qtt ; . � D MANUFACTURER VOLTAGE BALU►ST CATALOG NU#�IBER a�SCR�PTI�I+! ��V � �� ELECTRtCIrL SPECIFlCAT{ONS . . E CATALOG NUMBER MOUNIING LAMP TYPE '' . S OF LAt�APS LAMP CATALOG iJUMBER 1 . GEMERAL AND SPECIAL CONDfT10N5 5. LO/1pCENTERS SHALL BE SQUARE D TYPE DO OF� EQUA� BY 2. USE OUTLET 80XES Of SUFFICIENT SIZE AND SHAPE TO LlGHTOLIER 120 NONE 6 t 4 �IA . X 7 15 16 H DOWNLIGHT +M7H '�'r��ts, p.c. i GE, � WES7iNGHOUSE, CUTLERrHAMMER, OR SIEMf�VS_ BEST SUIT THE PARTICULAi2 LOCATION AND TO CONTAIN A FRAME: 11001C CEILIIVG RECESS INCANDESCENT BLACK BAFFLE. HOUSING APPROVED FOR 1000 S. Frontaye Rd. West � FRI �A: 1105 1 90PAR FL H DIRECT CONTACT WITH INSUUTION. 1�a�1� Coiaodo 81657 ' A. �COPE ENCLOSED WIRE At�D CONNECTIONS WIT�tOUT CROWDIlJG. r - � 6. NO 'P1GGY BAp( " OR WAFER THtN SREAK�RS SNALL 8E L.lTNONIA 120 NONf 6 t 4 DIA . X 7 1 2 H dOWIVLIGMT W/ BLACK ��' { �33 �78- a14� . � 1 . THESE SPEClFICATIONS APPLY TO THE ELECTRtCAL WORK ALLOWED. ' 3. UGHTiNG OUTLETS SNAIL BE STANDARD 4` flCTAGON OR A1 FRAME: �ICS CEILING RECE'SS INCANDESCENT BAFFLE ADJI� STABLE Si.OPED CEILING ADAPTOR. Foz: (303) 478-1812 ' INCLUDlNG SERVICE ENTRAhCE. DISTi218UTI0N SYSTE�. SQUARE OUTLET BOXES PROVIDED WITH 3/8" MALLEABLE TRIM: S81 1 90PA�2 FL HSG APPROVED FOR DIRECT CONTACT W fNSUL. CONVENIENCE OU ?LET SYSTEM, LFGHTING SYSTEM, TELE- C. SAfETY SIMTCHES IROtJ FlXiURE STUDS AND BOX HANGERS WH�R� REQUIRED. I.IGHTOLIER 120 446- L- SLH- TC-P 14 W X 50 1 2 L X 3 1 8 H CLOUD TYPE ; - PHONE SiGNA� DIS3R18t�TI0N SYS7EIr1, TV SIGNAL C CHASSIS: 13142UU CEtLING SURF FLUORESCENT FIXTURE MOUNTED ON BLACK BASE . ENERGY : DIS1RlBU710N SYSTEM,FIRE/S£CURiTY SYSTEM AND 1 . SAFETY SWITCIiES SHALL B� FtJRt�iISH IN NEMA 1 GENERAL 4. SVN�CH AND RECEPTACLE OUT'i.ETS SHALL $E STANDARD 4° SHIELD: 13550AZ 2 f405P35 Ef'FIqENT BALLAST AIJD 3500K LAMPS. TEMPORARY CONS'tRUCTiON i'OWER. PURPOSE ENCLOSl3RE5 UNLE55 OUT Of DOORS L�CA�ION BOXES W1TH �OVER PLATES. WHERE MORE THAN ONE LlGHTOIJfi� 120 W- 589-D- TC- P 26 W X 50 1 2 L X 3 7 8 H CtOUD TYPE ! - REQUIRES �lEMA 3R (RAlNPRQOF). COVERS ON NEMA 1 SWITCH OR D�VICE IS LQCATED AT ONE POINT, USE GANG D CHASSIS: 13244UU CEIUNG SURf FLUORESCENT � FlXTURE MOUlJTED ON BLACK BASE. LOW � _ � 2. PROVIDE LABQR AND MATERIAL REQIlIRED FOR COt+�tPLETE ENCLOSURES SHALL BE ATTACHED WITH PIN TYPE HINGES. BOXES AND GANG COVER PLATES. SHIELD: 13558AZ 4 � F40SP35 TEMPERATURE $ALLAST AND 35001C LAMPS. AND OPERA710NAL �LECTRICAL SYSTEMS. RAINPROOF COVERS SHALL ' BE SECURABLf fN THE OPEN LITHQNIA 120 NONE fi 1 2 DIA 7 1 2 H RECESSED GASKETED • POSITION . 5. FLUSH MOiJNT LIGHTiNG SWITCHES AN� RECEPTACLES. USE E FRAI�E: LICS CEILING RECESS INCANDESCENT SNOWER LiGHT W FLUSH OPAL POLYCARB i.ENS. ` 8. SNOP DRAWINGS WEATHERPRDOF SWITCHES AND RECEPTACLES MOUNTED IN TRIM : RL2S 1 40A HSG APPROVED f'OR DIRECT CON7ACT W 11VSUL. E " 2. SWITCHES SHAtt HAVE A QUICK -btAKE AND QUICK -BREAK WEATHERPROOF OUTLET BOXES IN LOCAl10NS EXPOSED TO ALiCC� 120 STANDARD 1M7H FIX1UFtE 5 1 2 W X 18 L X t 1 2 H SURFACE 7ASK - • � � 1. lNSTALL SPECIFIED I�EIu1S OR SUBMIT TO THE ENG#NEER OPERAT11dG HlWDLE ANO MEC�IAN1S�ul NMiCH SHALt 8� AN WEATHER . F � 15_PL DOOR HEADER FLUORESCENT UGHT 1MTH ACRYLIC LENS AND 3500K LAMPS. : / THREE COPIES OF CAZALOG C1JTS AND aIMENSIONAL INTEGRAL PART OF THE 90X, NOT THE C01/�R. SIMTCHES 2 F13$X SPX35 - ; •. . pR�WINGS FOR SUBSTITU3E fQUIP1�AENT. SHALI HAVE A Dl3AL COVER INTERLOCK TO PF2�VEM11T UN - 6 . INSURE A CONTINUOUS GROUND CONNECTION BETWEEN FHE LEVITON 120 NONE PORCELAIN LAMPHOLDER WlTH BUlLT IN � AUTHORtZED OPElJING OF THE SNATCH DOOR fN THE "ON " GROUNDING TERMINALS OF DUPLEX CONVENtENCE OUTLETS G 9715- A SURFACE INCANDESCENT Oi1TLET. C. CODES AND PERAAITS POSITION OR CL�SING OF THE SWITCH MECHANISI� WiTH AND TH� SYSTEM GROUND . - - - 1 40A WP - - - ' TME DOOR OPEN. HANDi.E POSITION SHALL INDICATE kF LITHONiA 120 446 - L - SLH - TC- P a 3 16 w X 48 L X 3 3 4 H STRIP W1TH , � 1 . PERFORM YVORK IN ACCORDANCE WITH THE LATEST EDITI0�1 7HE SWITCH IS ON OR QFF . ALL SWITCHES SHALL 7. 0�7TLET BOXES SHALL BE PLASTIC AS MANUFACTURED BY H C240 120 ES CEIUNG SURF FLUORESCENT 3500K LAMPS AND ENERGY EFFICIENT : . OF THE NAT]ONAL ELECIRICAL CODE AND ALL FEDERAL, HAVE SWITCH BLADES WFiICH ARE FULLY ViSIBLE IiV TN� UMION 4R CARLON . - - - 2 F40SP35 BALLAST. I, STATE. AND LOCAL CODES AND ORDM1AiVCES. "O�F" POSITIOt+I WHEN THE DOOR IS OPEN . OWNER TO SELECT 120 NONE DECORATIVE EX1ER1 (3R t� AIN ENTRY WAU. � 8. DO NOT EXCEED N11�A8ER �F CONDUCTOR LIMITATl�1+IS t k SUPPLY WALt SuRFACE INCANDESCENT SCONCE. : 2. OBTAlN AND PAY FOR ALL PERMITS, INSPECTIONS AND 3. SWITCH RA �INGS SHALL BE AS INDICATED 4N TtlE PLANS, STAMPED ON BOXES AND REQUIRED BY TABLE 370-5(a ) OF - - - 1 i00A - - - � CERT1FlCAlES THAT �tAY 8E NECESSARY fOR COMPLETtdN OR AS REQUIRED FOR THE EOUIPMENT SERVE6. �! A!N THE NEC. OWNER TO SELECT 120 NONE DECORATIVE EXTERIOR GARAGE WAtL SCONCf . Il dt SUPPLY WALL SURFACE INCANDESCENT ' ' � TME �� NTR NCE SCONNECT SHALL 9E RATED FOR SERVICE �. Yy�RE AN� CABLE 1 100A � i � � - - - - - - - ' D. COORDfiNAT10N QWNER TO SELECT 120 NONE DECORATINE EXTERIOR STAIR WAY FIXTIiRE. �' 4. SAFETY SWITCH�S SHALL 9E SQUARE D, GENERAL DUTY 1 . EXCEPT WHERE INDIVlDUAL CONDUCTORS IN CONDUIT ARE ►2 dc SUPPLY POST INCANDESCENT 1 . COORDINATE WORK WITi�I OTHER TitADES TO ELIMINATE TYPE, OR EWAL BY G.E. . WESTIN �MOUSE. CUTtiER- INDICATED ON THE �LANS, AlL POYVER BRANCH CIRCUITS - - - 1 t00A - - - � CONFUC7S. CONFIRM MECHANiCAL E4UIPMENT LOCATIONS HAAIMER, OR SIEAAENS. Si-iALL BE NONMETA�LIC SHEATHED CABLES. OWNER TO S�LECT 120 NONE DECORATIVE EXTERIOR DRIVEWAY EN7RY PIER ' '; AND ELEC7RICA� LOADS PRIOR TO ROUGH -!N . 13 ac SUPPLY POST INCANDESCEhiT F1XiURE. D . 441RING DEVICES 2 . ALL NONMETALLlC SHEATHED POWER CABLE SHALL BE TWO - - - 1 100A - - - 2. COORDItJATE WORlC 1MTH l3'f1UTY COAAPANIES tNCLUDING OR THREE CONDt1CTOR WITH GROUND �E12 FOR 20 AMP DEVINE 120 STANDARD WITH FIXiURE 3 7 8 H X B 3 8 W X 3 DEEP BRiCiC SIZE � PUBIIC SER1liCE COMPANY OF COLORADO, HERITAGf CABLE 1 . CONVENIENCE oUTLETS S#iALL Sf 3 wIRE GRaUNDrNG TYPE, CIRCUITS AND �14 FQR 15 AI�AP CIRCUITS . J P6i i V5- INC STAIR RtSER INCANDESCENT STEP LIGHT WITH CAS7 LOUVER. WET CObIPANY, AND U. S. WEST COMMUNICAT10N5. 15 A#AP O 125 VOLTS, RESIDENTIAL DECORATOR GRADE, 1 40A LOCATION LABEL. COLOR PER ARCHIT�CT, WITli MATCHING PL4STIC C01/ER 3. NONM� TALLIC SHEATHED POWER CABLE SHALL BE TYPE "$' L.IGHTOLIEP. 120 NONE 6 1 /4" DIA. X 7 3/16" H ADJUSTABLE ACCEf� T ; . E. INSPEC710N PIATES. CATALOG NllMBERS ARE FOR HUBBELL DEVECES. WI7H 90oC RATED i?iHN INSULAl10N . L FRAME: 11001C CEILING RECESS INCANDESCENT UGHT WITH BLACK BAFFLE . HOIfSING EQUALS � Y PASS dc SEYMOIlR, LEVITat+l , ARROW- HART, TRIM : 1129 1 90PAR FL APPROVED FOR DIRECT CONTACT W INSULATiON � 1 . ALL WORK SHALL BE SUBJECT TO INSFEC710N AT ANY T1AAE BRYANT, CiRCLE F, G. E. , OR SIERRA 1MLL 8E 4. Si1PPORT CABLE NOT EXCEEDING 4 1 /2' INTERVALS AND ZIGHTOLIER 12 NONE 6 1 4 DIA X 7 1 4 H LOW VOLTAGE ' $Y 1HE ARCHITECT, 4WNER, OR ENGINEER. CONSIDERED IF Sl1BMITTED AS SHOP DRAWINGS. WITHIN 8" OF OUTLETS OR FITTlNGS. L1 FRAME 11001C CEILING RECESS INCANDESCENT RECESSED ADJUSTABLE DaWNUGHT WITH BLACK ' 2. NOTIFY PROPER AUTHQRITIES 1M1iEN WORK IS READY FOR o. DUPLEX OUILEF: 2152- • 5. DO N07 BURY CABLE iN CONCRETE. TRII�!' 1161 1 Q50MRi6 FL EXN BAfFLE . � ANY INSPECT10N5 REQUIREfl. OWNER TO SELECT 120 NONE DECORATIVE DINlNG ROOM CHANDEUER. F" b. GFI: GF5252- + 6. WHEN CABLE PASSES THf20UGH STUDS OR JOISTS, DRILL � Ec SUPPLY CHAIN WCANDESCENT - - - - - - 1 60A � f ' F. GUARANTEE HOLE THROUGH 11-IE CENTER OF THE STUD aR JOlST. OWNER TO SELECT 120 NONE DECORATIVE FA�AILY ROOM CHANDELIER . ' c. DRl'�R : 9333 AA1 & SUPPLY CHAIN INCANDESCENT � 1 . GUARANTEE THAT ALL A�tATERIALS SHALL BE NEW AND FREE ii . POINER SERVIC� - - - 1 j00A � ' = OF DEFECT AT THE TIME OF INSTALlATION. REPAIR OR d. TE1..EPHONE: C14- + 1 . HOLY CROSS ELfCTRIC ASSOCIATION (HCE) HAS INSTALLED OWNER TO SELLECT 120 NONE DECORATIVE KITCHEN CHANDELIER . REPLACE ANY DEFECTiVE MATERIAI OR WORK FOR A PERIOD A 120/24QV, 1 - PHASE, THREE WIRE PAD MOUNTED iRANSFORMER � � �� M2 dc SUPPLY CHAIN INCANDESCENT - OF ONE YEAR FROM THE DATE OF WftITTEN ACCEPTANCE BY e. TELEPHONE DUPLEX : C24- + 7�� - 0 FROM 1}iE NORTH PROPERTY LINE. - - - � i OOA THE OWNER. OWNER TO SELECT 120 NONE DECORATIVE MASTfR BEDROOM CHANDELIER. . f. TELEVISION : C14- + 2. THE ELECTRICAL CONTRACTOR SHALL EXTEND THE ExIST�NG 4" 1� 3 & SUPPLY CHAIN INCANDESCENT � - G. PROTECTiON CONDUIT �ROM THE PROPERTY LINE TO THE DWEWNG. AND 1 100A ' g. SOiJND: C17- + S�.iPPLY AND INSTALL THE SERVICE CONDUCTORS. - - - 1 . ALL WORK , MATERIAL, AND EQUIPldENT SHALL BE PRO- OWNER TO SELECT 120 NONE flECORAT1vE ExTERIOR wALL SC0�10E. � � : lEC7ED Fi?OM DAAAAGE OR LOSS DUE TO TtlfFT, WEATHER, + ADD SUFFIX PER ARC#iITECT'S COLOR CHOICE 3. THE �LECTRICAL CONTRACTOR SF4ALL PROVlDE HCE N dc SUPPLY WALL SURFACE INCANDESCENT -'- - � ' � � � � ETC. . UNTIL FINAL 4YRITTEN ACGEPTANCE BY THE OWNER. APPRO�IED METER HOUSING, INSTALL SAt�AE, AND WIRE �ROM - - - 1 40A - - - � � 2. LIGHT SWITCHES SHALL BE QUIET OPERATING TYPE, 20 LOAD SIQE OiV . OMMER TO SELECT 920 NONE DECORATIVE GAME TABLE FIXTUR . � 2. POST �ANGER SJGNS AND PHYS�CAt BARRIERS TO PROTECT A�AP • 125 VQLTS. RESIDENIIAL DECORA GRADE, CQLOR 0 & SUPPLY CHAIN INCANDESCEN7 - - - �EOPIE AGAINST HAZARDS CREA?ED BY THE WORK . PER ARCHITECT, WITH MATCHING COVER PLATES. CATALOG 4. CONTACT TEp HUSKEY AT HCE FOR ADDITIONAL - - - 3 60A - - - ��/� ` NUMBERS ARE FOR HUBBELL DEVICES_ EQUA�S BY PASS dc INfORMATION , ( 303) - 949 - 5892 . ALKCO 120 STANDARD WITH FIXTURE 5 1 4 W X 18 L X 1 1 2 H SURfACE TASK VI � _ H. CHASES. SIEEVES, CUTIING AND PA�CHING SEYMOUR, �EVITON, ARRQW-HAR7, BRYANT, ClRCLE F, P � 15- PL- RSW UNDER CABiiVET FLUORESCENT LIGiiT WITH ACRYLIC LENS AND 3500K LAMPS. � G. E. , OR SIERRA HALL BE CONSIDERED IF SUBMITTED AS I . TELEPHONE SERVICE - - - 2 F138X SPX35 BUILT IN ROCKER SWITCH . C ' 1 . PROVtDE FOR NECESSARY CHASES, HOLES, SLEEVES, SHOP DRAIMNGS. OWNER TO SELECT � 20 NONE DECORAl1VE INTERIOR WALL SCONCE. � � � BOXES, INSER'fS. AND HANGERS BY ARRANGEMENT NATH i . U . S. WEST COMMUNICATIONS SHALL INSTALL THE DIRECT Q & SUPPLY WALL SURFACE iNCANDESCENT - - - �j� ('� � CONTRACTOR5 OF Ol?�ER TRADES. a_ SiNGI_E POLE: 2101 - + BURIAL TELEPHONE S�RYICE CABLE IN THE TRENCH, - - - � 60A - - - L �� i AwD PROVIDE SERVICE PROTECTOR OUTSIDE OF GARAGE , OWNER TO SELECT 120 NONE DECORATIVE ENTRY CHANDELIER . � � `•.,? ; . 2. �ROVIDE FOR THE REPAIR OF ALL HOLES, OR OPENINGS, b. THREE- WAY: 2103- � AND TERMINATE CABLES ON THE SERVICE PROTECTOR. R & SUPPLY CHAIN 1NCANDESCENT - - - � � MAdE TO ACCOMMODAiE ELECTRiCAL EQUIPMENT. - - - i 60A - - - � �/ ' c. FOUR - WAY: 2104- . 2. T�if ELECTRICAL CONTRACT� SHALL PROVIDE AND INSTALL OYYNER TO SELECT 12Q NONE DECORAl1VE EXTERIOR ENTRY WA�L SCONCE. [ � �'�` 3. OBTAiN wRIT�€N APPROV�L FROM THE nRCHiT�CT BEFORE INTERIOR PHONE CABLES, OUTLET BOxES, oU �LETS +4ND S & SuPP� r CfiAIN 1NCANDESCENT - - - V j 0 � , NOTCHIhiG, CHIPPING, BURNING, DRILUNG, QR WELDING d. DitrfMER: 561 - . OR 511 - . PER LOAD CO11ER PLAT�S. - - - 1 bDA - - - � � OF STRUCTURAt �IEMBERS. ' e. 3- WAY DIMMER ; 5fi3- • OR 513- • PER LOAD 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE YVI �H � O Q ; U. S. WEST COMl�IUlVICATIONS. THIS IMCLUO�S CALLING V 2. $ASIC MA�RtALS AND EOUIPMENT f. MOTtON: WSS- 120 KEN FREEMAN AT ( 303)- 468- 6860 WHEN TH� TRENCH IS , � oPEN . EQUIPMENT SCHEDULE � � J A. G�NERAI • ADa SUFFIX PER ARCHITEC�''S COLOR CHO1C6 J . TV SERVtCE CONTROLLERS: DISCONNECTS: 1 . ALL ELECTRICAL A�IATERIA�.S AND �QUIP1dENT SHALL BE OF E. LIGHTtNG FIXTURES COMB = COMBINATION S7ARTERr01SCONNECT: 30/20 = 30A FRAME /20A �USE Q � � THE TYf�E AND OUALITY SPECi�IED, NEW. AND, 1MHEN 1 . TCl CABLEVISION CObA� ANY SHALL lNSTALL THE DIRECT � � . USTEQ 8Y UNOERWRITERS 1A80RATORt�S, SNALL MEET 1 . LlGHTING FIXTURES SHALL BE AS SHOWN ON THE L1GHTfNG BIJRIAI TELEVISION SERVlCE CABL� 1N Tt-IE TRENCH . CON = CONTACTOR 30/- - = 30A FRAME/NO FUSE � ' THEIR REQUIREI�AENTS AND 9EAR THEIR LABEL. FIXTURE SCHEDUi.E, COMPLETE WITH LAMPS, PLASTER TCI SHALt TERirt1NATE CABLE OUTSIDE OF GARAGE IN MAG = MAGNETIC MOTOR STAf2TER MAN = MAiVUAL MOTOR STARhR FRAMES, AND ACCESSORIES REQUIRED. CATAIOG NUMBERS A TERMINAL ENCLOSURE TNEY SUPPLY. MAN = MANIfAL MOTOR STARTER NR = NONE REQUIRED B. LOADCEiVTERS StiOWN ARE THE LATEST AVAiLABLE AT TNE Ti�iE OF NR = NONE REOUIR� D P� _ �tUG IN � DESIGN . �N CASE OF DISCREPANCY 9ETWEEN CATA�OG 2. THE ELECTRICAI CONTRACTOR SHAL� PROVIDE AND lNSTALL FU = FUSESTAT FU = FUSESTAT 1 . 7H� LOADCENTER BUS ASSEMBLY AND BREAKERS SHAi.L BE NUMSER AND DESCRIPTIVE INFOR�AATION, DESCRlPTIVE iNTERIOR COAXIAL CABLE, OU7LET BOXES. OUTLETS AND WU = MOUNTED AND WIRED WIT�f EQUIPMENT WU = MOUNIED AND WIRED WITH EQUIPMENT - ENCLOSED IN A FLUSH PAINTED STEEL CABINET. FRONTS IN�ORMAl10N SHALL TAKE PRECEDENCE. BEFORE ORDERING CflVER PLATES. DESIGNATiON & RATINGS BRANCH CIRCUIT REAKER ONTROILER 0�1TROL DEVICE . . SHALL INCLUDE FFFNGED DOORS. A CIRCUIT DIRECTORY ANY FIXTURES, VERtFY THE EXACT TYPE CEtE.1NG ESCRIPTION ACEWAY H dc N GROUND FLA ISCC�NNEC7 FOOTNOTES ! FRAM� AND CARD VNTH A CLEAR PLASTIC COVERING SHALL CONS7RUCTION, FIXTURE TRII�AS, AND FINISHES WITH THE 3. 11-If ELECTRICAL CONTRACTOR SHALL COORDINATE WITH L- 4 17. 0 A 120 V 1 PHASE - - - 2 1 30A R ONE REQUIRED ' BE PROVIDED ON THE INSID� OF THE DOOR. THE DIREC- ARCHITECT AND MODIFY FIXTURE DESCRIPTIQN ANQ . TCI CABLEVi510N. THIS INCLIiDES CALUNG MARiC GRAVES OILER CONTROLS NONE 10 10 17. 0 A R : TORY SHALL BE TYPED TO IDENTIFY 11-1E LOAD FEfl BY CATALOG NUI�BER ACCORDINGLY. AT ( 303)- 949 - 1224 WHEN THE TRENCH IS OPEN. CD- 1 . 500 HP 120 V 1 PHASE - - - 2 1 20A R ONE REQl11RED �yr�y�; EACIi CIRCUIT. Gwathme ratt LOTHES DRYER GAS ONE 12 12 9 . 4 A I Y/R /Sc#►W4: 2. INSTALL LIGHTING FIXTURES STRAlGHT AND TRUE VIflTH F- 1 . 50D HP 120 V 1 PHASE - - - 2 1 20A R SYYITCH Architacts, P.C. � - 2. CIRC1}IT BREAKERS SHAIL BE QUICK - MAKE , QUICK - BREAK , REFERENCE TO ADJACENT WALLS. AND SECURELY FASTEN T4 CEILING FAN FUTURE ONE 12 12 9 . 4 A R All Rkjhta Reserved � , THERMAL- MAGNETIC, RATED 10, 00� AIC. AND HAVE COMMON AfVD SUPPORT 8Y Sl'RUCTURAL MElrl$ERS OF THE BUILDtNG. CP- 1 . 500 HP 120 V 1 PHASE - - - 2 1 20A AN NONE REQUIRED . _ ._ " Tft}F ON ALL IulUtTl-POLE $REAKERS. IRC PUMP - HTG HW NONE 12 12 9 , 4 A AN T�►n documnat and the Idws : and desiqn inoarporoted 3. UPON COMPLETION OF THE INSTALLATION, DIRECT ALL � CP- 2 . 500 HP 120 V 1 PHASE - - - 2 1 20A AN ONE REQUIRED n�reln, os an �nstrument o� ' 3. BUS $AR CONNECT10N5 TO THE $RAiJCii CIRCUIT BREAKERS AD,lUSTABLE FIXTiJRES AS DIRECTED BY TNE ENGINEER dR CIRC PUAAP - HTG HW NONE 12 12 9. 4 A AN prof.seiond wv�cac �t eh. CP- 3 . 250 HP t20 V 1 PHASE - - - 2 1 20A AN ONE REQUIRED �� Q � � � SHALL 8E THE �DIS�R}BUTED PHASE� IYPE. , ARCHITECT. prop�rty ot Gtiwthm�y/Protf/ CIRC PUMP - DOMESTIC HW- BOi�ER NONE 12 92 5 . 6 A A1V not to be uMd, in who1� at b • 4. EGIVIPMENT RATI�IGS SNALL SE AS INDICATED ON TNE F . OUTLETS CP - 4 . 028 HP 120 V 1 PHASE - - - 2 1 20A AN ONE REQI�IRED part, tw any othv pro}s�t, -'`. INDIMDUAL PANELBOARD SCHEDULES. • CIRG PUMP - DOMESTIC HW-HOUSE NONE 12 � 2 1 .8 A MAN +�ttraut the wrttten wtho�zouon 1 . CFiECK ARCHITECTURAL AND MECHANICAL DRAWINGS BE�ORE of EOward M. A�wthm�y Jr., P- 5 . 333 HP 120 V 1 PHASE - - - 2 1 20A AN ONE REQUIRED H�nfy R_ p�.ats Q s�n�r sc�tz - ; INSTALUNG OUTLETS. CNANGING OF OUTLETS TO CONFORM 1RC PUMP - FLOOR HEAT ONE 12 12 6 . 9 A AN TO THESE DRAWINGS AND ANY OTHER SLIGHT CHANGE IN P - 6 . 750 HP 320 V 1 PHASE - - - 2 1 30A MAN ONE REOUIRED • b10UNTING HEIGhT OR LOCATION OF . OUTLETS REQUIREO IRC PUMP - S�IOWMELT NONE 12 12 13. 2 A AN ' SHALL 8E CONSIDERED AS PART OF THIS GONtRACT AND NO CV- 1 3. 20 A 24 V 1 PHASE - - - 2 1 20A R THERMOSTAT ExTRA CHARGE SNALL SE ALL44VED. � • CON �ROL V3. 20 A 24 V � PHASE � ONE 22 � 12 20-A2 A �� T ERMOSTAT CONTROL VALVE NONE 12 12 3 . 2 A NR _� _ � � � e . 8/�/93 CW- 1 . 500 HP � 20 V 3 PHASE - - - 2 1 20A NR ONE REQUIRED t , CLQTH�S WASHER NONE 12 12 9 . 4 A PI R � VIS� d . �- 1 . 333 HP 120 V 1 PHASE - - - 2 1 20A WU THER - SEE FOOT�IOTES � OOR OPERATOR NONE 12 12 F. 9 A I - 1 - ' 0- 2 . 500 HP 124 V i PHASE - - - 2 a 20A WlJ OTHER - 5EE FOOTNOTES : 2 GANG BOX WITH DOQR OPERATOR NONE 12 i 2 9. 4 A I - t - BARRIER $ETWEEN . P- 1 . 500 HP 120 V i PHASE - - - 2 1 20A R SWITCH - POYMER AND 51GNAL DISP�SAL ONE 12 12 9. 4 A PI , COMPARTA�iENTS DW- 1 1 . 50 KW 120 V i PHASE - - - 2 1 20A R ONE REQUIRED � . #SkiWASHER NONE 12 12 12. 5 A I fF- 1 . 700 A 12U V 1 PHASE - - - 2 � 20A AN SWITCH • �XHAEIST FAN NONE 12 i 2 0. 7 A MAN - 3- 5- � ,° DUPLEX POWER TO RECEPTACLE CI#tCUIT FOR TRANS�ORMER- F- 8 5. 60 W ] 20 V 1 PHAS€ - - - 2 1 20A AN SWITCH � 1 f ExHAUST FAN - KITCHEN H0�0 ONE 12 12 0. 0 A AN - 3- I OUTLET PQWER NUTONE �101 NA _ MOUNT aN EN1RY FP - t . 333 HP 120 V 1 PHASf - - - 2 1 20A R ONE REOUIRED ' CLOSET fOl/NTAiN PUMP OtJE 12 12 6. 9 A I � CUSTOM COVERPLATE HF- 1 1 . 50 KW 120 V 1 PHASE - - - 2 • 1 20A WU liUM1DISTAT . iiUMIQIFIER ONE 12 12 12. 5 A I - 4- NT- 1 1 � . 0 KW 240 V t PNASE 0. 75 IN 2 1 OA AN OTHER - SEf FOOTNOTES N OR TELEPHONE CHIME - OT TUB HEATER FU1i1RE VC 10 45. 8 A 0 - - • SEE ORAWlNGS SIGNAL OU �LET N�1T0lVE �LA- 39 T- 2 1 . 00 HP 240 V 1 PHASE . 50 IN 2 1 15A CON THER - SEf f001NOTES ' � OT TUB Pl1MP FUTURE PVC 12 12 7J A AN E � - RA- 1 500 W 120 V 1 PHASE - - - 2 1 20A NR N41VE REQUIRED EUR��EAN GAS STOVE �NE 12 12 4. 2 A I � - E- � . 500 HP 120 V 1 PHASE - - - 2 1 20A R ONE REQUIRED - FLOOR PUSH BUTTON- EFRIGERATOR NONE 12 12 9 . 4 A PI ' r , - NUiONE �PB - 30L ST- 1 11 . 0 KW 240 V 1 P�'IASE - - - 2 1 OA R THER - SEE FOOTNOTES � FAMILY LIIRNG STEAMER SHOWER NONE 10 45. 8 A 0 - - - 2- - C C • TC- 1 . 500 HP 120 V 1 PHASE - - - 2 1 20A R NONE REOUIRED " , -- TRASH COMPACTOR ONE 12 12 9. 4 A I ; WH- 1 5. 70 A 120 v 1 PHASE - - - 2 1 20A � � WATfR HEATER ONE i2 12 5. 7 A Sheet �Jur� be�- " � FQORE EIEVE� CONTROLLER FOR GARAGE DOOR FROM GENERAL CONTRACTOR . INSTALL AN VIH � � ��. � Y�`� � �� ; �` � S � GNAL POWER OUTLET DETAIL DaOR CHIME R � SER PE� ��ANS �,� �N��'S SHOP DR7IWINGS. �`� � Y � �� . � � - � �! �� ' 2 RECE� VE CQNTROLS FOR SHOWER STEAMER FROM GENERAL CONTRACTOR. INSTALI D YMRE E � • O a IVO SCALE NO SCALE PER PLANS AND VENDOR'S SNOP flRAWINGS. � � � � , - _ � F , _ . 3 RECElVE SOLID STATE SPEED CON 'fROLLER �ROM MECHANlCA�. luIOUNT AND iMRE IN AN � '� � / _/� �` 1 - - , �/ HOUSING. �,/ !"'L I lv� t - � - / � 4 RECElVE HUMIDISTAT FROM irIECHANICAL CONTRACTQR. AAOLlNT AND WIRE . ' - � -. � " 5 UNITS EF- 2, EF- 3, EF- 4, EF- 5 AND EF-6 SIMILAR TO UNIT EF- 1 . UNIT EF-7 ALSO SIMlLAR. ,. � , . o� , 6 RECEIVE 1HER#A05TAT FROM MECHAN}CAL CONTRACTOR . IAOUMT AND MARE. • � E ' ` ',- � f BY--------°----- -- � T � - . ---- ---..__.---------------- A ...-- ---- , � - . - ------- i � - , � _- ` '� , . - • -- _ F :� - , . _ ♦ �� : . f � . . . y+,s a. � t � . . _ • � . . �..; s .#r - • • �, ; - _ , = „ _ C�� '�' � � _- ---- .'-,.�'"��`�:.�: :. _ ; '��'�` �_ ; _ �� . _ - - - - � - • - - _ - - ' ; 9 . -: _ ' ' ' •t . ' _ . . , .. . � � ._r.,�..�:` ..`� l.r `� � � - = - . - . . .. • . : - : ,'-�t� , . � � . _ ' - .} . , - - . , .� . . . . - - _ . _ s .r-r: - . -3�_ . _ ' _ - ' _ . _ . ' ' . - . . � . " . . " " . - - � � . - _ - . . _ . . . ' . � . . ' . . f __ � - . . _ . � . - " . " - " . ... - - . . - - . _ �i - . - . - : . - . - . . . . - �� F . _ _. . . . _ • ' . . � . . . . . . , } � � C'.�Wath�'1�1 � .. ` t � � ~ � � � . e� . , �� - � . ; . � �'fatt t -. � c�u Itz � •=� � EQUIP..M � NT SCHEDULE . ��T: �— , . M E C H A N I C A L LE G E N D ��,t�t�, p . �. � > � UNIT DESCRIPTiON: 81DET ' SkMiLAR UNITS: M�1E _ , 1040 S. Frontaqe Rd. Yl�est _ Vofi, Cobrado 81557 ' � : s ^ CATAL06 N MBER: A�tODEL�K - 4854 UNIT: HB - 2 - - - Fox: {303) 476- 16� 2 VOLTACE dt PHASES: NO POWER REQUIRED . SANITARY SEWER {303) 476- 1147 ' DESCRIPTION: SAN TROPfZ VITREOUS CHINA 61DET WI7H INTEGRAL UNlT �SCRIPTION : HOSE 9186 _____ _ __ ; BOWL F[LLER. OVERFLOW, VERTICAL SPRAY AND BOLT SIA� ILAR UNITS: SANITARY VENT GAPS. FULL LJNE COLOR. PROVIDE NATH TABORET MAf�tIJfACTURER: WOODFQRD - - - DOMESIIC CoID wATER POUSHED CHRO�AE .FAl10ET 1M7}i CERAAAIC HANDLES. CATALOG NUMBER : MODEL HC65 , - VOLTAGE dc PHASES: NO POWER REQUIREO - - - - DOMESTIC HOT WATER DESCRIPTEQN: AUTOMATIC DRAINING FREEZELE55 AdIKING WALL �{ YDRANT � , . � . _ UNIT: 6L- 1 VNTH 3/4" CO�JNEC �IaN, VACUUM BR�AKER, AND LOOSE - - -- - DOMESTlC HOT WATER C�RCULATWG • UNIT DESCRIPTION: 801LER � SI�IILAR UNITS: NONE KfY �PERATOR . • � � MANUFACTURER: LOCHINVAR C+ NATURAL GAS LINE f UNIT: HF- t • CATALOG NUMBER: MODEL CfiN0990-F9 VOLTAGE dc PHASES: 14. 3 AMPS SINGLE PHASE 115 VOLTS UPl1T DESCRiPTION : HUMIDIFIER 0+-- ELBOW UP - DESCRIP7iON: GAS- FIREO COPPER FtN TUBE HOT WATER BOILER WITH SFMILAR UNITS: HF- 2 . 990 MBii INPUT, LOW WATER CUT- OFF, ASME RATED MANUFACTURER: �iUMIDAIRE 0+-- ELBOW DOWN � TEMPERAUTRE/PRESStJRE RELIEF VALVE, AND RCCESSORIES CATALOG NU#ABER : MODEL MA- 315 AS SHOWN ON DRAWING. VOLTAGE dc PHASES; i 2 AfYtPS SINGLE PHAS� 115 YOLTS �_. �� p pESCRIPTION: SELF- CONTAINED HU#�iDIfIER WITH 1500 WATT IMMERSIdN • UNIT: BT- 1 HEATER RND 290 CFM QL011MER. PROVIDE Wl �i UNI7 O�SCftlPTION: BA�FI 7U8 �iUFAIDISTAT. ---19�— 1EE DOWN ' SIMH.�R UNITS: NONE � MANUFA�TURER: KONLER UNIT: �ix - � _y GATE VALVE CATALOG NkJMBER: MODEL K - 505 UNIT DESCRIPIIQN : HEAT EXCkANGE#� --�— CHECK vALVE VOITAGE dc PHI�SES: NO POWER REQiJ1R�0 SItdILAR UNITS: NONE � DESCRIPTION: AAENDOTA ENAM��ED CAST IRON BATH VNTH SAFEGUAi20 MANl1FACTURER: TACO --�-� (� H- BALL VALVE r BOTTOM . flUANTIY OF TWO IN HIGH FASHION COLORS. CATALOG NUMBER: MOQEL G08408- 4L - PROVIDE YIlITH ALTERNA K - fi930 BAT}-I VALVE, SOURIS VOLTAGE & PHASES: N4 POWER REQUIRED —�— PRESSURE REDUCING VALVE K -fi946 SHEETFLOW SPOUT iN 6RltSHED CHROME. SHOWER - DESCRIP114N : WA7ER TO WATER U - TUBE HEAT EXCHANGER WITH 8" � HEAD, AND DIVERTER. DfAMETER STEEL SHELL AND 4 PASS 4 ' LONG COPPER � TUBE BUNDLE. CIRCL117 SETTER 11NlT: CP- 1 _� UNiT DESCRIPTION: PUMP UNIT: LR - 1 THER�AOMETER SIMILAR UNITS: CP - 2 U�IIT �ESCRiPTI(}N : �OUVER —��H-- UNION j MANUFRCTIIRER : TAC4 SIMILAR UNITS: CATALOG NUMBER: AAODEL 16i1 1�AANUFACTURER : LOUVERS dc t7Alu�PERS _,�,� PRESSURE GAUGE VOLTAGE & PHASES: 9 . 39 AMPS 115 VOLTS CATA�OG NUMBER: �AODEL �L- 103 DESCRiP710N: tN -LINE CIRCIiLAT1NG PUMP WITH 1 /2 HP MOTOR TO VOLTAGE dc PHASES: NO POWER RE4UIREQ PROVIDE 58 GPM AT 15' TDH AND 1750 RPl�A. D�SCRIPTIQN � 4" DEEP STAT10�lARY STE�L WALL LOUVER 1MTH 30 —f— VIBRATION ISOLATOR � j QEGREE FLAT BLADES, AND 1 /4" SCREEN . SIZE AS UNIT: CP- 3 � SHOVMN ON ORAWING. � FLEXiBLE DUCT CONNECTION r -J MANIfA� V01.UME DAMPER W/SPIN FITTING � ; UNiT DESCRIPTION: PUMP � SIMILAR UNITS: NONE UtVIT: LV- � ` �- MANUFACTUf�ER: TACO UNIT DESCRIPTION: LAVATORY � CATALOG 1+IUM8ER: MODEL f600 SIMILAR UIJITS' h10NE S� TURiViNG YANES VOLTAGE dc PHASES: 5. 55 AMPS SINGLE PHASE 115 VOLTS MANUFAC7URER: KOFiLER ; '�--- ,s DESC3ilP110N: BRONZE iN - LlNE CIRCULATING PUMP WITH 1 /4 HP MOTOR CATALOG NUMBER : MODEL K - 2905 � � � TO PROVtDE 55 GP�A AT 10' TDH AND 1750 RPM. VOLTAGE & PHASES: NO POWER REflUIRED Q Ti-IERM05TAT DESCRIPTiON : FARAAINGTQN SELF RtMMING ENAIAELED CAST IRON � HUMIDISTAT • � UNIT: CP - 4 CaIJNTERTOP LAVATQRY. C?UANTIY OF FOUR IN HlGH � l3NlT DESCRIPTION: PUMP ' FASHIQN GOLQRS AND TWO IN FULt LINE COLORS . SIMILAR UN1TS: NONE PR4VlDE WlTH ONE K - S8i3 fAUC� T IN BRUSHED NICKLE, F .C . O. FLOOR CLEANOUT ;. h1ANUFACTURER: TACO ONE ALTERNA FAUCET WIT}i FLUME SPOUT AND SQUARE W. C . O . WALL CLEANOUT � � CATALOG NUMBER: MODEL 005 INSET HANDLES 1N BRUSHED CHROME, ONE TABORET � � Q V�LTAGE dc PHASES: 1 . 04 AAAPS SINGLE PHASE 115 VOLTS K - 8211K FAUCE � IN GOLD WITH K - 16D72- 6P CERAMIC —HWS — HOT WATER SUPPLY � ,� j ., DESCRI� TION : BROlVZE IN -LiNE CIi2CULATiNG PiJ#�P WITH 1 /35 HP 3250 HA�iDLES, TWO TABORET K - $211K FAt1CfTS IN POLlSHED � � � ' ' RPM AAOTOR TO PR4VIDE 4 GPM AT 8' 7DH. CFfROME WIlN K - } 6072- 6P CERAMIC HANDLES, AND ONF —HWR — HOT WATER RETURN -� , �' ANIIQUE K - 275 FAUCET WiTH K - 280 OVAL HAND�ES WITH Q • �� UNIT: CP- 5 BRUSHED CHROME M£TAL TRiM AND K- 258 CERAMIC TF21M . — SWS — SNOWMELT WATER SUPPLY n/ ; ° UNIT QESCRIPTION: Pl1MP t,r � � StAA1LAR UNITS: NONE UNIT: RA- 1 — SWR — SNOWMELT WATER RETURN G� MANUFACTURER: TACO UNIT DESCRIPTlaN : GRlLLE ' CATA�OG NUMBER: �IODEL 1615 SIMILAR UNITS: SG- 1 = : _ VOLTAGE dc PHASES: 13. 2 AMPS SINGI.E PHASE 115 VOLTS MANUFACTURER: METALAIRE � � O ' DESCRIP1i0N: IN- L1tdE CIRCULATtNG PUA�P WITH 1 3 HF MOT�R TO CATALOG NUMSER: MODEL H4002R PROVlDE 55 GPM AT 10' TDH AND 1750 RPM. V4LTAGE & PHASES: NO POWER REQlIiRE� Q ; - DESCRIPT1013: ALtf�4tNUM StDEWALL RETURN Ali2 GRILLE WITH 0 DEGREE r � ��_ �+ � _ ; UNIT: CP- 6 DEFIECTlON. SIZE AS SHOWN ON DRAIMNG. 4 1'�-`_ �II UNIT DESCRIPTION: PUMP ' � � • S�M1lAR UNfTS: hONE UNIT: SA - 1 � 1-�� ,� _ � O � : ' MANU�ACTURER: TACO UNlT DESCR�PTION : REGIS �ER + �- � _ ' ` " � CATALOG NUMBER: MODEL tfi15 SIMILAR UNiFS: ` � ' ��,`_ i� --� � VOLTAGE dc PHASES: 13. 2 AMPS �NGtE PHASE 115 VOLTS MAlVUFACIURER: i�fETA�AIRE t �_�_ ` O O � DESCRIP�tON : IN - LINE CIRCULAT}NG PUMP WlTH 3/4 HP MOTOR TO CATALOG NUMBER : iulODEt H4004D ; �-1, / � PROVIDE 48 GPM AT 30' TDN AND 1750 RPM. VOITAGE & PHASES: NO PQWER REQUIRED t � ' �_�, � _ ' DESCRIPTION: ALU�IINifM ADJUSTABLE DOUBLE DEFLECTION SIDEWALL � • . � - _ UNIT: CV- 1 SUPPLY REG[STER WITH HORIZONTAL BLADES. SIZE AS � � � _.,I , _ UNIT DESCRIPTlON: YALVE SHOWN ON DRAWING . +t ` � SIMfLAR UNITS: CV- 2 i � O � I�ANUFACIURER: DAKFOSS UNfT: SH - 1 � � � _ CATALOG NtlMBER: TYPE IVR 50 UNIT DESCRIPTION : SHaWER � ` • i V�LTAGE dc P#iASES: NO POWER REDl11RE0 SIMtLAR UNITS: NONE � ; DESCRIP1101V: BRASS T�MPERATURE CONTROL VALVE WITH THERMOSTATIC � aNUFACTUltER: K �FiLER � ' CONTROL ELEMfNT TYPE IVT, 6' - fi" CAPILIARY TUBE, CATALOG NUMBER: MODEL 1C - 9508 � � VOLTAGE & PHASES: NO POWER REQUIRED � SEPiSOR RANGE OF 95- 160 DEGREES, MAXIMUM SENSOR I . TEMPERATURE OF 195 DEGREES. AMD SENSOR WEII. SET DESCRIPTI�W : MAS7ER SFiO4VER THREE- WAY 80DYSPRAY WITH K - 9509 ONE- � l ; TO l�AAINTAIN 120 DEGRfES !N SUPPLY WATER WIAIN . WAY AD�iUS�ABLE BOi?YSPRAY, DIVERTER VAL11E, K - 6806 ; ; ' LEVER HAl�DLES IN 8RU5HED NICKLE , K - 9505 SHOYVER � � UNIT: DD- 1 HEAQ , K - 9512 SNOWER ARM IN BRUSHED CHROME, AND i � ' " UN1T DESCRIPTION: DECK DRAIN SQiJR1S SHEET FLOW SPOUT. � l ° SIAAK.AR U�iITS: �'`� �_ 1 - Copyrl�t � � . Awch t cts, p tt uttz � MANUFACTURER: JON�SPEC UNIT: SH- 2 ' /`: \,��` ` 1 A� R'�ghts R�veQ ; _ CA7A�OG NUMBER: 5ER1ES 11130 UNIT DESCRIPTION : SHOWER _ VOLTAGE 8c PNASES: NO POWER REQUIREO StMI�AR UI� ITS: NON� � _�, �-- _ !,�� " 1 � DESCRlPT10N: CAST 1RON PROMENADE DRA1N WI1N SECURED S(�JARE �AANUFACTUR�R: KQHLER � �— -�L- n,b docw,,.nt a�a ths �s � CATAL4G NUMBER : MO�EL K - $226- 4 � ' 1 and desqn �neorpcxat�e GRATE, UNDERDECiC CLAI�IP, AND 4UICKSET GASKET. , �. � � ��; Qt VOLTAGE dc PHASES: NO POWER REQURRED � . UNIT: DP- � DESCRfiPT10N: TABORE� PRESSURE BALANCING SHOWER FAUCET iN ` ! �� t� ` UNIT DESCRIPTIOt+J: DISPOSAL POUSHED CHROWIE 1MTH COLOR ACCENT KIT, AND � ` Sehultz Ar�hit�a4, P.G atc! is� , - SHOWERHEAD. t � without tM �rrltten wt�►�otion l- SIAAtLAR UNITS: • . MANUFACTl1RER: WASTE KING ` 1 pa►t, 1+0� on otha o t, CATALOG NUMBER: MODEL 750- 1 UNlT: ST- 4 � i � ��~ ' � E� �, p„��y ,�., UNIT DESCRIPnON : STQRAGE TANk � 'AS METER AND YARD LINES ►�X R. �o�t w 5�+�� Sqx�tt VOLTAGE da PHASES: 13. 2 AMPS 115 VOLTS Y PUBLIC SERVICE, FEES " DfSCRIPTION: WASTE DISPOSAL UNIT WITH 3/4 HP MOTOR. SIMILAR UNITS: NONE MANUFACTURER: A . Q. SMITN '` Y PLUMBING CONTRACTOR . ' UNiT� EF- 1 CATALOG NUIuIBER: AAOQEL T,fV- 120A 1 � TAL CONNECTED LOAD UNIT DESCRIPTION: EXHAUST FAN VOLTAGE dc PHASES: 3V0 P�WER REQUIRED i APPROXIMATELY 1550 MBH . � O�SCRIPPON : FOAM INSULAFED ( R- 16j 119 GALLON HOT WATE�' S�ORAGE � � pd/�p��3 . SIAAIUR UNITS: EF - 2, EF - 3, E� - 4, EF- 5, EF— fi, EF- 7 , � DQt � : I�IANUFACTURER: ACME � TANK W4TFi ASME RELIEF VALVE. ' � , CATALOG NUMBER: MODEL V100 � � � UNI �: WC- 1 l-- , ,- ` VOLTAGE dc PHASES: 1 AMPS SINGLE QHASE 115 VOLTS � Rev� sed . DESCRlPTION: CElLING EXHAUST FAN VNTIi 80 WATT MOTOR TO EXHAUST UNIT DESCRIPTIQN : WATER CLOSET � `� ! " - ` _ 90 CfAA AT 0. 25" ESP . PROViDE WITH SOLID STATE SIA� ILAR UNITS: NONE � ;� a � SPEED CONTROLLER AND BACKDRAFT DAAAPER . MANUFACTURER: ICOHLER `l ! ; . ' CATALOG NUMBER: MODEL K - 3415 - EB ; � ' � UhlT: EF- 8 VOLTAGE dc PHASES: NO P�IMER REQUIRED ' ; � UNIT DESCRIPTION: EXHAUST FAN DESCRIP110N : WEWNGTON IkAIER GUARD TOILET WITH SIPHON JfT ; � � ` SIMILAit UNI75: NONE FLUSHtNG AND EtONGATED 80YVL. OIIANTIY OF TWO IN ` MAl�fUFAC1URER: ACME . HiGH FASHION COLORS AND THREE IN FULL LINE COLORS. �` ! ! CATALOG NUMBER: MODEL V300 ' 1 L VOLTAGE dc PHASES: 2. 29 AMPS SINGLE PHASE 115 VOLTS UNIT: WC - 2 � 't � � DESCfifPTION: iN -�INE EXFiAUST FM1 1MTN 440 WATT MOTOR TO EXHAUST UNIT �ESCRiPTI�I : WATER CLOSE� 1 , 910 CFM AT . 25' ESP. PROVIDE W1TH SOUfJ STATE SIMILAR l3NIT5: NONE + INSTAL.� DRIVEWAY SNOWMELT TO ' SPE�D CON;ROLLER AND BACKDRAFT DA#APER . �IANUFACTURER: KOFELER ; PROPERTY SOlJNDARY IN 250 FEET I i ` CATALOG NUMBER: MODEL K - 3411 - �B � LEI�GTH R�1NS. PROVIDE VALVE � � UNIT: EX- a VOLTAGE ae PHASES: NQ P�WER REQUIREQ ' , BOXES AF EACH HEAQER CONNEC110N � � - UNIT DESCRIPTION: EXPANSION 7ANK DESCRiPTIaM : VINTAGE VITREOUS C�iiNA ELONGATED TOILT WITH � FOR SERVICING. � QIPE �b}� ruT�� ; ; Slb41LAR UNITS: �X- 2 - REVERSE TRAP, OAK WOQD HiGH TANF� , AND PULL CHAIN � , j I�ANUFACTURER: 9ELL AND GOSSE7T AND SUPPLY iN POLISHED CHRO�IE . H1GH FASHiON ` � �� HOV�'� - CA�ALOG NU�18ER: MODEL 30 COLQR. PROV�DE WITk K -4653 SEAT. 'l T�'�� `` R�`• - ' VOtTAG'� 8c PHA5E5: #1� POWER REWtRED f '"' � , ' ° DESCRIPYiON: AS#AE COMPi?ESSIOM TANK FOR HYDRONIC SYSTEMS, UNI7: WH - i i ^- 34 GALL�fJ CAPACITY, MATH S1GHT GLASS AND A{RTROI UNIT DESCRIPi14N : WA7ER HEATER ; 1 1 4' WATER MAIN TO CITY .. TANK FlTTING. SIMILAR UNI �S: NOfi�E ' TILITY AT THIS lOCA710N ' MANUFACTUREFi: LOCI-lfI� VAR ' - UNIT: HB- 1 CATALOG lVUMBER: MODEL CFN030fl PAA- F9 t � UNIT DESCRiPT10N: HOSE BIB$ VOLTAGE de PHASES: 5.69 A�IPS SINGLE PHASE 315 VOL�S ` ' � � 5{MILAR UNITS: DESCRIP110N: NATtJRAL GAS FIRED COPP�R FINNE� tiYATER HEATER. L----------------------------------------------- F . _. #�IANU�ACTl1REi2: WOODFORD 300 MBH iWPl� T TO SUFP� Y 309 GPii REC�VERY AT 100 . , _ y CATALOG NUAIBER: AiIODEL 24 DEGREE TElrlPERATURE RISE . COAAPL�T� WITii ASME REUEF 4" SA ITARY ` VOLTAGE dc PFiASES: NO POWER REQl1lRED VA�VE, REDUNDANT GAS VALVES. ADJUSTABLE - GTY AIN �j„T TF{�� L ATION � DESCRIP110N: WALL HYDR/WT NATH 3/4" CONNECTION, VACItUM BREAKER, IEA�IPERANRE ki[GFE UI�AIT, ADJUSTABLE AQUAS�AT, AND . } • • � ' ��'` T;� � �"`� � � Sheet Nur�tk>er AND WHEEL HANDIE. -s „ � � '�� i„ F� '�_� � `� WATER FE.OW SWITCH . �' $ � a'i �� 41 f l� � � � - DAVISON RES-IQENCE � � � � ��:e:� �� : _ . � ' _ . _ _ � � � � S��E: 2�� _ , � — o• � �� ' '�� M 1 . 0 F : . . , � � . . � � � . . A -_ �- ' * � � � � - - . � - . _ . � g� REFERENCE ) � oc� NORTi-i , , k }� _ ' _ � � Y_...---._.._----��: .�._.._.__ � - . - --------.DAT�� -1 ---- . F:: � : _ °,- � _ . ; � , ' � � - - � � . F . . _ �' .. - f . . . . . " . .. . . � �';.:: - . - . . _ . . . . _ . . . . . . . . : ; { . 5 � `� � � :� . . �. 'i . - . _ . .. - . . . � - _ ' . . . _ . - f �; 3 S` '. " ;. _ .'. . _ _ . . . - . . - � _ ' . . , - . . ' ' . _ " . : . - � . . -_ :.< -. . �. . _ � � - . - _-...5.�_-- _.._-_��. —�_�—._ �_� '� ��:� .,-� -._ - ______-' _ -' _ _ _ __ _ _ :_. . . _ _ _ " _ _ . _ " "_ __ __ _ _ - " _'_ _ _ _' _' _ _" _ " _ _ " _ _ -_ " ' " _ _ _ _ . _ _ . '_ _' " " '_ ' ' ' " " - _ _ ' __ . . . _ _ _' " _ _ " _ _ " . � . _ " ' . . __ � _ " � " ' " . . . . _ , . .;. : , . , , � , , - : . � . _ � � : . . . � � ' WC.� '��'1t'�� . _ . �t'Cttt , - - - � . - :� _ _ . "' �'�,1��tZ- � . . , � � . ' . , Mchttecta, p-c- - { ' 1QOQ S. Prontoqe Rd. VMest ; � VaN. Colorado 8f657 . , Te1: {303) 47$ -1147 f - - � Fox: (3U3) 476- t612 : . r- - - - - - - - - - - - - - - - - - - - - - - - � � . - - . . ' � - - - - - - - - - - - - - - - - - - - - - � � � . . � • . , � . . , � . . ,� . , ` , , � � - - ,% , � • \ , . . � - . � . � , � . � , . � � ' � � . � _ . ' � , � . � ' - , � , - � . . � - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -. -` � . � . , � � � i � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � f / � / � � ` � ` ' i i � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i � � . . i � � . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 � � � � f ' � I � � i � � ' � � � ! k y �— r ' � _ —_ ' TWO ZONE SINGLE ZONE SMOWI�AELT H�ADER , SNOWidE�T HEADER - - 2., SyyS ,,a � 3/4" SH5 2" SWS � 3�4" SWS 3/4- SyVR CRAWLSPACE I • AND SWR SIX 20NE FLOOR 2- SyyR � � TWO ZONE F�OOR H�AT HEADER � HEAT HEADER l � 14" X 3 1 /2" SUPPLY AIR 2.. H � �� cV sP V I 2� H4YS 2 i DUCT UP IN WALL ABOVE �� I 1 " SVMR . � � o � � x — 3 1 /2" X 14' RETIJRN 2" H 1 1 /4" 1 1 /4" � � � � 14" X 6' AiR DUCT FROA�I ABOVE . . = i� t�"�y - . � �� Ex ` 74" X 5" 1 " HN5 AHD HVMF2 UP ' � jv 2.. HwS AND HWR 2" HWR 1 " HWS AND HWR UP TO TO GUEST SUITE ABOVE � 14°0 fLUE UP MASTER SIiIT AND �'AT'S ' � BATH ABOVE 2 � � � 1 " HWS AND HWR UP Z� �� . � TO CHARUE'S BATH AND SHOWERS AB01/E 2x CP 2P � 2 HWS 10" X 30" COMBUSTION AIP, � � � � 4.� DUCT DOWN TO 12 " AFF � ^ " V ! 1 1 /4" 1 1 /4 L_J r ------- - -- 1r LR „ .. � CRAWLSPACE 14"� � 4 ' � � O THREE ZONE FLOOR FOUR ZONE FLOOR � . / � HEAT HEADER H� A7 HEADER � � � : �. Q CRAVYLSPACE 1 1 /2° HWR � $"� � p�� LR X 1 ° � +' � 2� HWR 1 1 4" 1 1I4M �1P �E _ � AT CEIUNG � � , � I � ! BL � � f 1 1 /4 � F — � . 1 � � O . . � 1 {.�.. � � .. H� 1 1 /4" 1 1 /4" HWS 14" 7( 6 " INSIALL 0 RACK ABO �� _ � O ' _ HOT WATE HEAT B01 1 � , ' , v - � � ' ' - 14" X fi" / / � � - - 14" X 3 1 /2 " SUPPLY AIR i � O � 3 1 /2" X � 4" RETURN „ QUCT UP IN WALL ABOVE � - AIR DULT FRO#� ABOVE > > �4 �� i -"'` - i � = I � i i i i 4"m ORYER VE� T i % 1 ° SWR FRQAA ABOVE � - - 2 " SWS 1 � /4 " HWR � � 1 /2 " HWS 3 oP�'�t , � Gwathmey/Prott/Schultz , 1 1 /4 5WR r- � i Architects. R.G i , i AN Riqhts Reserv�d - TWO ZONE � 4 0 i � SNOWMELT HEADER ^ � � _ __ n�1s doeum«►t a,e a�. ia.os ` 1 SWS ANO SWR TO - � �� 2° gyyg FL40R HEAT HEA�ER IN i �"�� p0r°�� VANITY KICKSPACE A80VE � -- ��t � i prot�se�phal s�rvlt�: is tM i 0►ap�rEY of Gwathm�y�rott/ —�- ` a- � i SclwRz Archftects. P.C� and k ` !�_ i not to be ussd, in whol� w h � � � , � - - - - - -� � � 2,• SWS AND SWR TO i port, tw ony oth� grojtot� � 5/8' SI�OUVAIF�LT PIPING ` � ` � � DRfVEWAY SNONA�4ELT � � wllAout tt►e rrritten authorliotior► � � � - - - - - - - - - ' , ' � of £dward IA. Owathrn�y .k., 1 I ` - - - - - - - - - - - - - - - - - - - -- - - - - � - - - - - - - - - - - - -� - - - - - - - I � - - - - Mavr . tt or ey ts . i i 4" � DRYER VENT CAP i � � ' i i i t i � i i � i / " SNOWMELT PIPING j j i , � � � i l ` � � . . . , \ , , � � Date : ��93 , � � � , ,- Revised : . � , , , , , , , , , . , , , , . , , , ` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — ' J � . > � c J -. t - : -�- � MECHANICAL FLOOR PLAN - LOWER LEVEL .'. ; : _ . . SCALE: 1 /4� = 1 �— Qr - .�..f...,..��....�.,......,�,,,,r,,. . �F,, ; ,._ . o_ ,_ .y � ..:. � , �, . . .,, A � heet - Num #aer � ` � REFERENCE ; . , NORTH , ; , � . � , � , - � , r.. .. , . 1 i i _. i5 � ;::; a �.� K,:. 'r�r� t�. .at ..,:>°... , . � - � � . � • f " / �_ t► � �-- '- , � ; ��: � ' � , � � � -� � F ,z, � � M2 O y � ,� ) � � .�„ �. , f f. T . � .- . . . ((�� 4 � `:i � f ,�� ..„,; i �� ' - � - . - � � . � ` _ F . 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' . - . .- - _ : r � . . �r� �_ - Y. - . . . - - . � - _ . - � �--� +�r a - ��ys s «F � " :� �� .- � f -. t l�i �:" �fY # �/''� � -�..,-n: _ � . - - . r .:ta° ;j �� `!'I ,�G' . . ' . � . . . . � �� ' - .. . . . - . . � � -- - � : _ � : = � � - �ath� } � � � r �� 'r c �y i �5.. . � � " t . . - . . . - . - ' - _ _ ' . . . - . . , - �� .- 1f t. . . . . ' '_—.� _ ��' . . . . - � _ _ ' e . _. _ . - _ ' _ . . .�r..+..�.i�.�e_.� -. . - . . _ _ _ � � - � ,- . . _ , . ; �--- � �?rC�#� _ � .. ;._ - � Sct�ultz � � - - - , . - � . � _ . � _' � . � •. , .T. � . . ,�' � A.c1,i:ecta, p.c. y ' ' ; _ ; , � '� ' - - - - - - - � - - - - - - - - - - - - - - - - - - .r _ - _ - - _ - - -- � ' � . Ff t Rd. MYe3t - -- - - - - - -- - � f �' , ` = r - j • ' � ` VaU. Colorodo $ 657 �� -.` _ ` � � ' :� Tel: 303 476-1147 F _ , ' - . � ` . . i . i ' Fo� (303) 4Tfi- 1612 i � ` �:, ;" . - s ' i , .. y t ' . � • � - - - - - - - - - - - - - - - - - -- - - - - - - - - , °- - - -. � ! r i . � . � � - - " . � i � � i . . _ _ . � { , I I � x: .: ' , � � l I I — I � I I 1 �: . _ : t � . . . ; ; . . � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I I E � . - . � t � 5/8" SNQWMAELT PkPING T � — - - — - - - - r i � - - - - - - - - : , j � — - - — — - - — — - - — — — = — - - - - — - - - - — - - � HEADER fN CRAVMLSPACE L - - - - - - - — — — —� � - - - - - - - - - - , � i i i � _ � • � � � � . f _ i i i i � . _ . . : � i � � �; � ' S/8" SNOWMELT PIPING TO � ' ; i � • � HEADER IN CRAWLSPACE � i � � i UP f � � . 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INASTER �ECK { � � . � ' . . i i � 1 i #„_ �3 : � t � � i �` �` - a i � . _ - _1_ _ - - - - - - - - - - - - - - - - - - � J / , � : "- ' � . . . ' EF � ; � - � � LR i 8"0 IN GABLE •- , - �- _ _ _ __ - - - - - - - - - - � • .. � - ► _ � . : ! � F . . _ ; _ 4 � �G Gwotlxn� rOtt � ..i ' �� yt � ^ - I • � �� 6 � I �f � ��= r ' . i EF i • Architect� P.C. j :. , ± 6 � SG f►� RighEs R�served lhi� dowm�nR a+d tha id�os . � I ; � 1 I �; ' I t and desiqn incorparotea , ' ' � F � 6'� herein. oa a► inatr�at�nt of I � ,� - .. . � � � - � I � 6�4 I I 1 t I - ( SCIN�}Y_ . Aftillt�C�i. R.�..' Q1d ti � . � t I i i � OroP*tY af (ArRf�rn�Y/Prqlt/ not to b� us�d, iR r�holr or is 13 � I ; - � � i i L�IiARL1E'S i i � � i � � a�it a io�► � , ,�- - � � � o � ► MECHQNICAL FLOQR PLAN — UPPER LEV � L � � �yR� ��`�� . . ► � � ; � � ^ i '� . - . . � � � � SCALE: 1 /4� = � � — V� ' _ � . - - . , � i GUES a ' r ; RE�ERENCE , �+ � , � � ' � . . , , �. NORTH � , Date . � �� - - � . - , : � - -� ' 4 _ I , ;.: �_ . � ' Revised : � � \ . -. : S '�:_ °1 .M . . . - . . . . � ` _ ' I p FF i r _ - 4 i _ . - - - �- - - - - - - - - - i ;:_� ' . , � . � � � . " �_ �• �� _ � � � � _ _ _ _ _ _ - - - - - - r aa� ' - . . ' . . . . i.•',l . . . . . . . _ . ' � ' k � - - . . � . . . i: k ` , r - I ' � • � . . � � 1e . !' 1 � _ I � " . . . . . I " . � - - _ •. . . . ; . ' � . - _ _ . . . . - . . C: I ; ` . . . ' ! ' . . . " . . . _ . . . f . . - _ . - . . _ . . . . _ R �,y . � ,� . ' . . . ' 1 ' . . ' . . . . . � C ` i - (I . _ . . . . - . . . . . - . ) i �la .> . ' . � " - . . . . . S-. � - .: . . ' - . . . - " _ • � � . �� - . . - ' . . � .. . - _ ' - - � � Ja�� i , ' . ' . . . ` . � . � �',? r � � - - , � � - . . ' . . . . - . . . " . 3 . '�' ° � - � EXt� A �JS� FLOOR PLAN � MAST � R BATH � EXHAUST FLOOR PALN -- GUEST BATH - -� ' �� , N i � ', � � �i � . . . � . - . . " . . I �. - - , r ." . . . _ . . . . . . . . - .. . � � ' _ _ - . SGALE: 1 ,(4' � 1 '-0' ;. SCALE : 1 /4' = 1 '- 0" ; - i ' } : . �. ` _ • , ' . " , � _�� = � - - . - , -- REFERENCE " REfER�NCE S�'1E�� i11'�'1 �r - � � - ,. , t '' � .: � . NORTH NORTH ` � - rs�` . - . J� '!e 3ti. � • . _ . 1 J f/� ��1 [ �: - � ,.• _ � � . . � . . � . • /// l . • - . • � .l , - y � ,` , � �� _ �. � . - . . - ' . - / � ✓[ � . � � a � . I � ��i,':. . -\ " � } "T , . r F' . _ !} ._ . - - . . . . . � - • .-� - . . . . . . {- !{ `�- . - �_.� i � � -f,--. '• . .. . �� .:. . . . . _ . _ . _ . . . . _ . _ . _- ' i. �S ' . �.� Yf - . � � � . . . . . . . . ' . . - ,- ' . . � � , � ; �y . . _ . - - - _ . �� "}�a a 3 k . _ . . ' . ' _ . _ _ _ . ' . . • . . . f' . . �tR.} s � . - . d . _ . . . . " � - - - . _ . . , . i . . " 3 - � .- . - . - . _ . ' - ' _ . . e . ! . - . . . _ r _ t y{ !� . . _ , ' . . - ' : . .. . � , . - . -.. ' . . . . - . fi1 w '�,1 'Y. {e' - , " _ - _ - � . . . . � ' _ . - _ � ��' K � - = ' 1 ' � - - � �. _ L � - __ . . . - .: . ' - �- . � : � - • . � . - - � . . ; . . . . . � ; . � . . - � - i` �: � � . . . ' "t�`�'`'� .^Ti _ '-' _ $, r- �-.` -� " - -_ �- � _ .- - - - � . - - _ - " . � - � . . : - - - - - . _ . . - . - � - � - - z. I4 -�i -c1 �r.y , k " . '� r � . � �� _ .. '� � . , . - _ _ - . � . . . . � . . . . . . . _ . _ . _ . . _ 4�! _- . �� w� ' _ �-s �v •• � �, i . _ _ . . . _ . ' - . . . . . . .. - � . . ' . - '. _ . ' . . . . - ._ _. �. - - . c . . ' . . ?� .�r��' ��i_ a-_ i � _ S 4 �'GC • , . _ � - . . . ' . . . ' , ' " ` . { - i . " . '�s�,• _ �-�� i � zC.. y r. _ - . � .. - _ � _ i . ' . y . � • r- . ! . . -- �._- - `-.-?' - . � -_�� _ - _ . . . _ _ . - _. . _ _ - . . . . _ - . . . . - . . � - - ' - - - - - ' � - ' . _ . . . . - '._ . _ _ . - - . _ - . '_ _��.-.. ._, "3_sr "�a_ _ . _i � � -_� . �.fl�� _!��- - . � . _ ._ . � . . _ _ " . __�. �. ._ � _�. _ ... _ ' '_ " . . _ _ _ _ _ ._ _ _ ' . r� . - . . . _ . . . . _ . . . . . t _'i _ �.' .� . . . . . _ _ ' _ . ' . _ . . . . . . ._ . . . . . _ _ _ . _ ' _ ' . - . . Y _ _ . . _ _. . . . �t '+ -�� '. 1`�° }Yi•� �'_ � '��ti - . . - - . - . . �`. _ �(�,'Y � . 5.��-.� �+4�. S j�fy� . � . . . "_ . . � � . •�4 - . _ c . . . . . . . � . � . . . � h � ��i£ _ . - ' - ' . . " - ' � - i —�11I` _ _ _ t � S. �} � � � rs� � ' r .F�i r= �. - � _ �.y -.' ;` ' . 1s �: s ' s s . . .s #! _ 9 ( . - . ' ' _ . _ . ' ' . - - - . . - _ - - - . . ' . . ��b��_ 4 , r ' a . - ' - . ' - � . . . - _ . . . . � ��.r- __ ` .�a y �. � ��F - � ' � r _ - r � � . . . . . -- - - . ' - _ : - . , .. . _ . . - - . _ . _ . . ' . . . � - . . _ . . _ . . . , _ . . -. . � � ; � � � - a� i f - . _ _ _ _ �. �.� _ c a � � '} . iR - . � -. i . - _ . . .- ' . - _ - ' . . . . _ - . , _ a ,L ' . . . . _ • iF .� 6 . * t . J -. , - . - . . _ - _ . . . . . . " . . . . , - S [. - yF�h {� R ' . �+i : Y . . ' , . . - " . . . . . . - . . . . . . - .. . ' - . ' - . - . ' � . . . � - - ��( . ..'H r � l � i c S '. . -� . . . ' r� _ . . ' _ . _ ' ' . . ' . . .� - . - - . -. . _ . - . . ' _ . . . . . . - " . . . . ; �a�� f _ _�.i� �a+l� - w 5#�'; P' _ '_ • ..� M -y ' . � ' _ . . ' - ' ' _ _ . � ' . . . � _� 3 � � � � _ � � _ � 5 . . . . _ • . . ' - ' . " _ ' . , ' . . - ' - . . - - s t -. - s _ c ;. - . . . . �� z - . � - r -L __ .. ' . . _ , - - . � � ' . . ' . ' _ . .- . _ . ' . . . . - � . . � t � �, �: x . . � . - . . _ ��<� �t . � � * �, ; �., _ _ � . . . � _ _ �c�u If z - .. � . . � � , �- .� - . . . �t , � . -. : � , rY� ,, ; . _ - � � .r - �;x i � � , : • . •, � DRtLL S f8" H41.£ 1 ' CW INLET ►1rcl�itects, p.c: � � _ „ . � . ' IM Fl.APPER �3�4" kWC ` 10t?0 S. FronEage Rd. Weet 3 -� . • � Voil, Caiorodo �S65T .. _ ' , �4 � T�: {3a3) 47�-) 14y ' t ; , � _ _ I � ' 0- 160 PSk GAiJGE Fax: {303) 476- f8#2 . i: ' � ' . 3:- . , •, ; ' F , . 1 " HIN fHIAET � .:d *� -z . SEE PLAN FOR . , 1 ( � �4 PRESSURE GAUGE � • - REQUIRED OUCT 51ZE DIELECTRiC IFISTALL WAIER IrtETER AND YALVES 0- 100 PSI � UN1�1 (TYP) AS REQUIRED BY WATER DfSTRICT. ` � . ' �,_ _ 3 1 " HW 3�q" pRV Y ' ' - . : . . SET AT 60 PSi TURN D�4VM INTO VENT � � " {�IN. . . � � ' . 4# SHEET LEAD �. , . . AS#�IE PRESSUR� RELlEF I WATTS O49E}T REfll10ED 3/4� PRESSURE BACKF�OW � 12" MIIV. r " - VAtVE . PlPE` TO 6` A.F. F: � ST PREVENTOR. 3�4 „ 3 4 SOLDER WATER7IGHT RObFING OVER BASE y � . . . . . . . . N ' / y . . DRAIN VR�VE. 1 ` CW ' - � . PIPE TO 6" A.F.f. BiJILDING SHUTOFF � ; _ , , �4� C y � . � . 4� -. ... � . - . _ ' ` , : SOFFIT GRtLLE FLOOR PROVIDE GROM#AET AT 1 1 4" 8" MIN . 1 ' - � 2 X Z FURR11l�IIG STRIPS ALL �► t " PRV SET AT 55 PSI �TS�EPLASTiC CEMENT INCREASE TO NfXT ' � . G WITH SGREEhf F100R PENETRA710N _ f - I.ARGER PIPE SiZE. - AROUND DUCT PENElRA7iUN : `- � . : 3/4" PIRE TO FLO�R DRAtN {EXCEPT FOR 4° DIA . ) • ; - EXTERIOR WALL VENT. SfE RLAN - �- ' - FOR REQUIRED SIZE. ; _ _ ' - 1 1 /4 BUlLD�NG SERVICE - , _ � , i .� � �' SOFFIT GRILLE DETAIL WATER STORAGE TANK DE �'AIL WATER SERVICE DETAIL PLUMBING VENT THRU ROOF ' �_ _ . . . " � I - . $ � � • . . - NO SCAIE NO SCAZE � N4 SCALE NO SCALE . , - ' _ i . . . _ . , . - � - - . � • . �- 1 - - - . . ' t' , - � � ` _ ' CONNECT TO BOILER RETURN UNE � - �� • ` SUPP�LY LINE BOILER •' ` . �- � GALLON COAIPRESSION TANK • � ; --. . � � PROVIDE FUNNEL AND H�SE � . "_ � . . ti.�-' ' , � C{?�dNEC�1QN FOR SYSTE# FILL. ; ` , ` ' " BRASS CLEANOUT PLUG WITi�i � � . r ''. - _ � . ; . COUNTER SUNK HEAD. - • � � :. I � n � FINISHED GRADE ( � O ' _ � " � � � y � � .� � � . _ n ; . : . _ x "' " , ��s c��cT To r��rs 2' � ws � : : � '- � � '�` . , �Pl MEqiANIGAL ROOM. � 16" SQUARE CONCRETE PA� � ,_ � � . TEST PLUG (TYFICAL) 2" HWR TROWE� SMOOTH AND EDGE. � , ' � � � _ ; � 8 & G CIRCIiiT Sf TTER � 1 /8 C. I . BEND + , . • BALL VA�VE " � ( TYPtCAL) ' _ ,� '- .. . . B & G AIR �OL � _ . . � - C.i . WASTE LINE. LENG�FI AS f2EQUif2ED. � � O ' �::� `; . � _ � - � � . � � � = _ % FLEXlBLE CONMEC1tON CONCRETE SLl1B. SEE �� WASTE lJNE O � � � ` (NEOPRENE) ARCHITECTt1RAL P�AN. SUPPORT PUMP AND HEAT EXCHANGER FROM WALL 4R C�lL1NG. ^� ' ISOLATE PUMP FOR VlBRATION. 1 /8 BEND IF CLEANOl1T � . � _ � - ' , OCCURS A7 EMD dF IiNE . � � O . � � . . � . ��° .° �� .° �� HEAT EXCHANGER PIPING DETA � L � � � - ��; : CLEANOUT TO GRADE ( C . O . T . G . } �, � � O ` �. �� S�� 3�4" POLYEINYLENE NO SCALE NO SCALE O � ' ,; 2 SEtOYV TOP OF SLAB. � � . _ . � � _. , _ � O � �' ' _ � fOUNDA7tON WALL / �, - _ • ' " . ' °` ;� : �. . ; #. ; °: , �- �. � :- • ,.. � . . � j, _ . __ • ; f.: ` • � - . - s�[�.�r► : � . � ` - . _ � � - - , . , . +` ` - - - � - • � ENTIRE SNOVI�iEl1 SYSTEwt SHALL BE PRESSURIZED TO 75 P51 WITH AfR DURING POURING OF CONCRETE. �� _ r - NQ. PIPItVG JOINTS Ai?E RERAAITTED IN THE SLAB. L11VE5 SHALL REAiAIN PRESSIlRIZED UNTlL SY'S7E#�t IS COMNECTED TO 801LER IU�[3 F'fNAL F1iL ACCOb1PLISHEp. FINAL FILL OF SYSTEMt PER SPECIFICA710N5 CLEANOUT AND ACCESS Gw�atxl►may�Pratt/SdruFt= a r ' � 0 8E FLU� MATH OVER Architacts, P.C. .> � � 1►LL PIPING IN . Sh101Ml�A�IT SYSTEII SHOYVN ON PLAN IS POLYETHYLENE AS MA�IUFACTURED BY STADLER • PLACE BOILER Oh 4 " ii0U5EKEEPING PAD +�tl Riqhts Rsserved TOP OF F1.00R. .� BELL & GOSSETT ASME RATED FLOOR LItJE i6i� doa,raenc w,d tl►� tdeos • - . , SUPPORT PUMPS FROM WALL QR CEILING dc ISOLATE � .�� . � ' - _ OR WIRSBO. COMPRESSION TANK FOR NIBRAFiON. ,- SIGHT GLASS , . heroi�►, os an instrwrtent at . . . . . - . . ' . � ' . : - TIE PIPING DOYMN TO SLAB REINFOR(�AAENT YMTH PLASTIC COATED 11E YM�l2�. TIE SPAGING SiiALL NOT EXCEED BOtLER ANQ SAFETY CONTROIS T� BE PER ASME .� . ' � � P��+a ��rv�cr h tM 'l � • t2 O.C. TOP OF P1PE SHALL 6E KOT LE55 TFfAN 2" BELOW TOP OF SLAB. ALL PIPING IN SLAB IS AT 12 O. C. ��, _ .' • , � _ , Prop�rty of Cwa��e/Pratt/ •� .� " ,� CODF SECiION IY 5chultz Arehit�s, P.C. and is . rrot to bt us�� whcN cr b , ` - - � , PIPE 3/4" TANK BQIIER TO BE lNSTALtED PER A'SME CSD - 1 i 988 1 /8 C.I . BEND �' � �r o �O�' ' ,rltnaut the rr►itt�n authorisatfan � - T� 6" A.F.F. FITTING AND CURRENtT ADO�NDA. N4TE: ot Ed+rard M. _ ' � BALANCE OF PIPING ►1«�rr R. Antt��.SeFw{!s . T1�PICAL SNOINMELT PIPING CONNECTION DET iL CLEANOUT NOT TO 9E LOCATED �� AS CLEANOUT a � � _ 2" HVYS iN CARPETED AREA. TO GRADE. . , , - . _ _ . � : NO �CALE � y w ' , , H � WATTS OQ9aT 3/4 � FLODR CLEANOUT ( F . C . O . ) Date : B��. 5 -• • . _ = - ' - BELL �c GOS�TT RRESSURE REDUCWG REDUCED PRESSURE � -� ; . ROLAIRTROL 2 VALVE SET AT 2Q PSIG� BACKFLOW PREVENlER �a S�A�E Revised . � y �- i -- -- r . . '° r �- , PRESSURE GAUGE O --i � .�:` ! - : , � 0-45 PSI { TIPICAL) V16RATIOIV lSOLATOR FUNNEL WITH ; 3 /4' CW AAAKE— UR LlNE , :;- , � ., � . ( TYP�CAL) AIR GAP �� PIPE 3/4' TO B" A. � . F. „� � - : �:� . ' ` • . h . , _ �. - I I � � ; - _ _ , ' H1MR _. , :� - �,=',�• - , 2" HWS 2 " HWFt 2" HWR , � � , . . �. , _ - r . . . - �, , �;- `. � MAY EXTEND AS A � `� ` , `` - . O O WAS1E OR 1I�NT F ` � , ;. _ E : ' ;, � 3/;` Pa.�r►��n.�xe e� �� wALL : � �� s� SECURE� TO SUB FLaOR GAS UNE --+� _ �-- 1 DIELECTRIC UNIdN TYPfCAL) WALLCOVER t . _ : . , 4 � , , r- , � . MATH IiEAT TRANSiER PLA'I'E � � -- AND SCREW PLUGGFD TEE ' :} ., , � - - . . � ° . . . . ,�. � 3 �'� x. .. . _ �s` _ 1MTH CLEIWQUT F • . _ CE3�lTACT: i� ��: � M.L PIP#�tG �k RAi71A�IT F�OOR 5Y5TEi�1 SHOMM ON PLAN FS PQLYETHYLENE AS MAAIUFACTURED BY STADLER RANDAi.t AUSTIN — S£I�NOR BdILER iNSPECTOR - - _. , ` ,= , � ; _ � COLORADO DEPT. OF LABOR dc EMPLOYMEIVT 1 '-0" ftOOR UNE .• � -: � . � _ . OR i�ARS80. - , - . ai �s�rnu oF �R�o� '( ' 4' HOliSEK�PlNG PIID 8011ER INSPECTION BRANCH ' � ' ' -�� 112fl UNCOLN . SUIT£ 1305 � , .. `� i � - . - . . DENV�R. CO 80243 �,:� , ; • - . - 303- 742- 1025 itES . i /8" C.I . BEMD BALANCE OF PIPING SAME - � . ' - 3Q3-894- 7535 �{OfFICE) , AS CL.EANOUT TO GRAE)E ' �fi � � a� - _ . � ,�:.. S#'teet 1�i��'r� �" � � , .: �, - � ; . � " , � . " , � � �� ,� ._ , .� � . • . , : . , :- �, _: . , � � � . - � . � . ; : _ . _ _ ��4#�� A�t� F� l.C}QR PtPlNG Q � TA � L BO � LER PIP � � G aETA � L WALL C E �� C� � : [� . T y . ��,.� {tj�� ' . ' ` • , _ _ ` Si'+�H �:. F;.� , � :�� {� 3 � . {,3r x i� i J _ �-s , ,�/�. � N4 SCALE NO SCALE ,. _�;� � ' � � a � � A +. Y'� , . . . - R . �• . . . . . Rv� � ' � � , - � � . - . _ � :� � �. M - .i'°! ^'°'�/ . . . _ . � � . - . � - ' . . - . 9 i s - -_ �. ;, ; � .. . - . � �''� v ,r� 1� �.� �..-� i �'{�•.;� , � , -� _ . - � i� '<„m, �� ;. � _ ' ' � - -. _ � � 4y�. � s � � � - _ - " . , 6Y_ ..._. � . �` rA� l" _. . . _ _ . ' � . . .� : . . , . � ..w..��///��y��..��.��_��C��, T T - - _ _ . -P]' � � ��I�� L} �' - � L . .� . . ;- f . . . . . . . ��E � �- �~ � }. ,: I � � n . . ' . � . . .. . . . . . . _ . � - . . ' , f;=a t`_`� �i_. 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MAINTENANGE MANUAL fNCt11DE !N EACH COPY (3F TFfE PROVIDE CUMPLETE 15�LAT10N OF D1S51#AILAR hAETAi.S. i � . . • . • ; MANl1At A COPY OF THE AS�SlH1.� DRAWtNGS. aqe Rd. West , � . _ B. , �1STALLATION OF QUC�S: . 4. INSPEGi EACH Pi�CE OF FlPE. . i000 S. Frortt f TUSENG FiTTINGS, AND Yo�, CororaSio 8tb57 , � > � - , 1. C�NERA� ' �tfQUfREMENTS - EQli1PMENT FOR DEFECTS AND OBSTRUCTIONS. PRO�+IPTLY �'et: (303) a�a- ts�� _ �.,_' . - � � :: ; . - � - . 1 . . FABRICA?tON: Vt. PLUM8ING SYSTEAIS INSTALLAl10N RE#AOVE ALL aEFECTiVE #�IATERIAL FROM THE JOB SI7E. Fq�e (303) !178- f6�2 �{ `` � A. C1f1AUTY ASSiJRANCE i - . � ' . � a. FAE31tICATE AND INSTALL ALL [?I�CT'S 1N ACCORt}ANC� A. GEi�fERAL• 5. tNSTALL PI?ES TQ CLEAR ALL BEAMS AND OBSTRUC�aNS. - .. � , , - ' ' 1 . QIIALIFICAl101dS OF iNSTALLERS: YNTH THE DRAYMNGS AND �'FIE Mf�ROYEQ SHOP DO NOT CUT �NTO OR REDUCE TFiE SIZf OF �OAD CARRYING - • •� , . , � = DRAWINGS M1D REFERENCfD STANDAROS. 1 . INSULAI� ALL COLD WAT�R AND HOT WA7ER FIPING. �IEdAABfRS 1Mf1iIX1T THE ARPROVRL OF TFtE ARCNITECT. � , � i -_, ; ;_ . a. fOR THE ACTUAL FABRtCAflON, INSTAlLAT1f)N AND _ ; ' TESTiNG OF WOR�C UNOER. ?HiS SECTK3N, USE ONLY b. ON SHEEfi METAL DUCTS, CR�55-BREAI( OR fUf�lfC ALL 2. 3t�SULAT�ON MATERI11L5, INCLUDlNG ADHESIVE APFD 6. AU.OW FOR �XPA�fSI�I AND CQNTRACTI �N TO A1/01D DlS- . , _ T}iOROUGHLY TRANdED AhD EXPE�itENCED WORK#AE1+1 FLAT SLli2FACES TO PREVENT 1ABitATtOF1. CWERING. SHALL MEET NFPA, 90A REQIIlREI�iV �'S ANO BE FORTIOiV. DAIu4AGE AND ILIPRDPfR OPERATION . AAAKE ` - � - C0IAPLETEI.Y FAl�iiL1AR YfIITH � lTEbFS f2EQU1RED l�L USTED. FLAAIE SPREAU RATING SHALI. NE?T El[CE�D 25 CERTAIN PIPING ABOVE ANa BEtOW GRADE 15 NOT INAD- `� - �-` .- ` � ' � - AI�iD THE WfRKIlfACIURER'S CilRi2EHT REC.OAAAIENBED 2. DUCT LAYOUT: AtdO SMOKE DEVEUQPMfNT RATFt�lG NOT H�GH�R THAk 5d. V�RTEMTLY ANCHOREQ. �F QUESTIONABLE. DBTAIN . , ' t�lE'MODS. OF 1MSTl�LATfON. 3. PlPE Fl�TiNGS T4 SE 1FESUlATED SHAIL d�AN ALL. GLARtFICA710P1 FRdwl 'FHE ARCHtTECT. • � . k ,, �. q. ALL DUCT S1ZES SH01MN ON TNE flRAWINGS AR£ NOT FiTTiNGS, �NCLtiDIN6 vAIVE 64DlES. UNIQNS A1VD , '`°' i . .: . ' b. IN ACCEf��AttC� OR RE.�G�ION OF TFiE FiNISHED FlXEO DtMENS10NS` 1AMEREYER OBSlRUC110hf5 RE - STRAM�RS ARE NOT TO Bf INSUlATEO. 7. INSTALL PIPIkG Tg EQUIP�IENT 50 THAT NO FORCE OR _ ,; � � - °� ' , ihISTA�L#TFdi, NO ALIOVAN�E �MlLI. BE AAJIDE FOR OUIRE A CNANGE IN DUCT SHAPE, IrlA�1TAlA[ EQ111- EXCESSIVE YIBRATfON ES TRANS'�AITTED TO EOiJIPMENT - ' � UICK Q� SKtu C�N THE P/1RT OF 7HE IF�TALLERS. VALENT ARE/13_ DO NOT EXCEfD A 4: 1 iINDTN/ 8. AIATERIALS: FROAA Ti�iE PIPENG. _ , �` � , . f DEP?H RA�10 WIT?iOUT APPROVAL. . � �` ' " - 2 CODES Ad� S�A3dDRRflS: (:4wlPLY 1IMITH ALL PE#tTINENt • 1 . HOT AMD CdLD WATEft P�WG: 8. ALL PRESSURlZE� PlPING BRW�lCFi MAINS ANO LINES TO �� 6 � _ - c _ . � CODES AN� RE�iLATlONS ENFORCED BY THE IOCAL ' b. MipKE ALL DUCT ELBOWS 1MTH It RAQlUS OF 1 - 1 /2 » ' EQli1PAAENT SHALL 8E CONNECTE� TO THf TOP Of PIPING . ; � - - �. gUlLQlf�tG pEp/IR'�#OEN7. THESE INCI.I�E 7HE APPROPRtATE TiWES THE DUCT WIO�f�! OR I�AKE RECTAhEGULAR o. INSt1LA7E PIPIt�IG 1MTH 1 /2 DIJAL TEAIPERATURE i� A1N QR HEADERS_ , � � A . � � "_ - - . - � GUIDES. �• l�C, i18C, UFC� SMACNA, /�ND E�BOVYS WITH A!R FON. TYF� TiJRlVI�IG VRNES. GUSS FlBER 1�iSULATION WITH VAPOR �SEAL.S , AND ' , : IMHITE FLAME RESfSTAtV� .MCKE7. 9. IN AOQI?ION TO LOCATIONS SHOWN , VALVES AND UNIONS � r� : d ARE INTENDED FOR ISOIAnQN OF EQUIPMENT. PROVIDE . . �} ., ' -` . $. SUBMITT�l.S: IV. CO�ITROi.S b. INSUI.AT£ FiTT1NGS VNTli .1-t�t 341 lNSIlV4TIEMi YRLVES ANQ UNIONS VIMERE NECESSARY FOR PROPER OPER - � ' CEMENT OF GLASS FIBER WIRED Ml PLAC� IIPPtY AT10N. lSQLATfOAf � AND tiiAINTEAiANCE . � = . - 1 . SHOP �RAWINGS: �l4THlN lD OAYS AF7ER 1Nf AWARD OF � A. THE MECFIAMICAL COldfFtACTOR SfiAtL BE RESPONSI9LE FOR VAF�Ol� SARRIER OF WA�ERPR04f f�lAST1C AND FIlWSH � . !4 k ' . K " < ' . • THf CO[�17RACT. AND BEFORE ANY AIATERIALS OF THtS PROVIDING I►L� CONTROL DEIACES. WiRI[�G FUR FFlE I�AECHANICAL 70 MATCH Pfgt�1G. 10. PR0IAUE PROPER GRADES. StOPES AND ELEVATIONS Wl �li �. SEC1i0N IiRE. DEUV�REB IO THE JOB S17E, S118WlIT SYSTEM� GOMPOh1ENTS SHALL BE PROVIDED BY THE fLEC�RiCEAN, READk�Y ACCESSfBIE DRA�NAGE C�NNECTI4NS AT LOW , '. �-_ �, ". a . - � - . - � - � - . . � ' - COMPLETE 5i�1pP DRAWi�iGS TO nl£ ARCHfTECT, SFX IWCLt1DING C4NTROL NARING. C. DIELECTRlC UNiq+IS: PROVlDE EPCO DFELECTRIC 1JI�E�IS ft�i At1 POINTS SO TFIAT PlPI�fG SYShUAS A� AY BE COMPLETELY „ . = . : '. .: COPtES AR� REOUli�O. PiPING WHERE DtSSt1�lUR I� TALS COME IN CONTACT. DRAlNED� � . . ; � - _ . . , . 2. AS-SU1LT �RAWft+�S: �tJRiNG TFtE PR'OGRgSS OF 1}�tE V. PLUMBING REQU�REAIENTS D . PIPE SLEEVES AND ESCUTCHEONS: ALL P(PE �EEVES AND 17 . JOINTS ANO CONNEG�OFIS: SMOOTHLY REAM ALL Ct� T � . � ` '� . = WORi<. MAINTAMV AN AGCURATE RECORD OF ALL CHMdGES ESCUTCHEONS SHALL BE 'ADJUSTOCRETE�, OR EQUAL SLEEVES ' PIPE; CiIT ALL THREADS STftAIGHT AND TRUE; APPLY BEST � � -"` ' ° .;.,, . . " NApE !WD A1A�ERIIN.S SMOMM ON ,�PROVED St1BMITTALS. A. DRAIN. WASTE, AhtD VENT PIPfNG: APPROVED IN ADVANCE BY THE ARCHI '�ECT, YM�i WYlPI.E f}UAUTY FEF�QN TAPE TO ALL MA�E PIPE THREADS, $UT - � . , ; _ _ CLEARANCE FOR PtPE AND COVERING. ANQ WI�11 B �C C NOT INSIDE THE FtT'fiNGS: USE GRAPHiTE ON ALL � . '• , ; ` �.�� . ,�, - 3. MA1rl{�iL: [1F`CN COMPLEAON OF TFNS POR7t0�1 OF THE 1 . PIPING: CHR�AdE-PLATED WAIL Ai+iD �LOOR ESC�J�CHEONS OVER �lPE IN ALL CLEANOUT PtUGS. � • ` ' � - � _ MI�iFC, ANO AS A COIrDITIfl1J OF lT5 ACCEPTANCE. DEUVfR FINISHED AREAS. ` � . � TO TF� AttCHfTECT TWO G�OPIES {)F AN OPERAT10H5 AND v. A801IE GROUND SANITARY LfP�ES INSIDE THE C. TEST WATER �IS7TtiBUT10N PfPIHG AS FOLLOWS: � �t. m - - �. �: ; ' , IYlAMT�t�IANCE IdANUAi... 1NCLUdE IN EACFt C� Y OF THE BUILDING �IAIL BE N�-HU$ CAST IRON SOIL PIPE E. liANGERS M1a SUPPORTS: � - F ' , - " MA�iUAl A COPY (3F T#iE A9-BUItT QRAIMNGS. OR APPROVE� EQUAL. 1 . TEST FOR LEAKS ANQ DEFECTS 1N ALL NEW WATER � . � . :� ., - •: 1 . PROVIDE HANGERS. SUPPORTS, AND BRACES TO PREVENT O�S'�t�$UTION PIPfl�G SYSTEtiIS AlVD PARTS OF EXiSTING . ` � ' ` � } - C. PRODUCT HANUI.ING: � b . VENTS SHALI. BE AB5- DWV S41L P1PE OR ENGINEER UNDUE STRAiN, STRESSES, NOISE, AND VIBRATIONS. SYSTEIutS THAT HAVE BEEN A�TERED, EXIENDED OR • �" ` APPROVFD EQUAL. REPAIitED. tF '�STING IS PERFORMED IIV SEGMENTS, � ._ `�` • . t . PROTEC110N: USE Ail. MEAI+iS �IECESSARY TU PRflTECT THE 2. GRQMAAET ALL PIPtNG PASSING THROUGH W000 JOISTS SUBMIT A SEPARATE REPOR7 fdR EACH TEST, COMPLEL£ � � _ � ,�� - NA'i�RiALS OF TFtlS SECTtQN BEFOR�. �ifRIN� ANi) A�TER c. DNN MIEIGHT COPPER PIPE VMITH SO�L..DfR JOINTS �IAY ( EXCEPT DWV). SOLDERI�IG OF PIPf TO Pt� OR PIPE T4 WI111 A ENAGRAIrA OF THE PORTI�N OF TFiE SYSTEM TEST£D. � - t � ; � � . � tNSTRtlA71QN AND TO PROTECT THE IkS3ALLED WORK A�3D BE USED FObt ASOVE GROUND WASTE AkD VENT SIRUCTURE NOT PERMlTTEU. USE APpROVED SllPPORT _ _=° ` - MATER1/1LS OF AlL OTHER TRADES. PIPMIG. PARTICULARLY WHERE PFECESSARY TO FIT IN _ METHODS. 2. LEAVE UNCOVERED AND UNCONCEA�ED ALL NEW ALTEitED. ��- � ' - ' ' ' WALLS AND PARTIT10N5. E7(IENDEQ, OR REPLAEED WATER DISTRIBUTION PIPING � � � - � - 2. REPLACEIAENTS: u� �+� EvE�� oF v��c;�. 11AMEQU�'ELY 3. HQRIZONTAL PIPING: UNTIt iT HAS BEEN TESTED AND APPROVED. EXP05E ALL � } _ ; s '_ _ - , AIAKE ALL R�PAlI2S AMD REPLACEMENiTS i�IEC,ESSARY TO TME 2. �INTS: SUCH NRORK FOR TESTING �i�1AT HAS BEEN COVERED OR - tr APPROVAL OF THE ARClItTECT AND AT N4 ADDITIONAL COST o. CAS� IRON S�L P1PE: St1PPORT MATHIN ON€ FUaT C O I�I C E A L E D �E F O R E t T HA S B E E N T E S T E D A N D A P P R O V E D. � TO THE OMMER. o. CAST IRON. •NEOPRENE GASKETING SYSTE�A EOUAL TU OF EVERY HUB AND NOT EXCEEDlNG FIVE FdOT � � TYLER "TYS��L�. INTERVALS. � 3. CAP AN� SUBJECT THE PiPiNG SYSTEM TO A STATIC WATER I- � �RY i `f - _ � _ _ ' - . . . . . . r..�� , FRESSURE OF 50 PSIG ABOVE ThtE OPERATING PRESSURE � � � , . . ' `_ It. PROD�UC?S b. COPPER P1PE: WROUGHT COPPER SOLD�t fITZ1NGS b. COPPER TUBING: SUPPORT AT EACH CHANC� lN WflHOUT EXCEEDiNG TFfE PRESSURE RATING OF T�i� PIPWG • ` YVITH CANFlELD 1009L WATER- SAFE SOLQER J�NTS. DIRECTFON AND NOT EXCEEDING FlVE FOQT SYSTE#A 1r1ATERIALS. ISOLATE THE TEST S011RCE AND � � �� ' � - A. SIiRFACE CON�IT�8N5: INTERVALS. PRQVIOE PLASTIC OR OTHER SEJETABLE ALLOW TO STAND fOR 4 HOURS. �EAKS AND LOSS IN TEST � . �� `s , . s' ' : 3. ACCESSORIES: DIELECTRIC MATERIAL SECURELV HELD BETWEEN PRESSURE CONSTlTUlE DE�ECTS i�iAT MUST BE REPAIRED . • -- � i � : _ � �pSP��: HANGER A1JD P!?E. � REPAlR AE1 LEAKS AN� D�FECTS WITH NEW MATERIALS ANO � � :. � ;. "" : - o. FlOOR DRAIf� S: SIZE ANU L�CAT1bN SHOWN ON RETEST SYSTEWI dR PflRTiON T1riEREOF UNT1L SATISfACTORY .g � ; a. PRIOR TD ALl SMORK OF T!i!S S�CTION, CAREFULIY DRAWFNGS. c. STEEL PIPlNG: SUPPQRT AT EACH CNANGE IN RESULTS ARf OBTRiNED. PREPARE REPORTS FOR ALL � � _ � _` '.� _ . _ hdSPEC� THE INSTAtl.ED MIORK OF Atl ATHER TRADES DIRECTION AND NOT EXCE�t31NG TEN FQOT TESTS Ai�lD REQUIRE[} CORRECTIVE ACTION. � � - ANO V�RIFY TIiAT A�L SUCH WORK IS COMPLETE TO b. VENT FLASHINGS AT EACH YENT TFiROUGH TIiE ROOF INTERVALS. � • •- = , T�iE POIAI� WHERE 7�NS INSTALLA�ION IufAY PRQP�RLY SHALL BE "SEaACO". NUMBER 11E�- 2 FLASiiING ANa D . AOJUSTING AhlD CLEAN�NG: C • ' Cp�,��, COUNTER - FIASHING OR EQt�AL, OR 4 LB. LEAU WkTFi d. NO- NU8 PIPiNG: SUPPOR7 AT EACH SaQE OF EAq-! Q) . - �F ;= 12" FLANGE TERMINA'11NG 5� ABaVE ROOF SURFACE. J01NT HORIZONTALi.Y. 1 . PURGE AL� NEW WATER DISTRIBUTION PIPING SYSTEMS AND . � R O ' ; ` . b . vER1FY 1HAT ALL THE WORK OF THIS SECTION �AAY PAR�S Of E�IST1hIG SYSTEA�IS THAT kAVE BEEN ALTERED , t� ^ ; r . :_. . - . F�i . � : , BE fN5T/1LLED tN ACCORDANCE VMJTN ALL PERTINENT 8. D(3MESl1C COLD AND HOT WATER PIPthlG: 4. VERTICAL PIP{NG: PROVIDE FRiCTION RISER CLAA4P5. ExTEhEDED. OR REPAIRED PRI(3R TO US�. � ; ___ , CObES AND REGULA7fONS. DRAWINGS, AND APPRONED SllPPORTED AND BRACED. SUPPOftT FROM PIPE ONLY 0l�i '�"� . . N H T I R FR 1�A ,i01NT. 2. USE THE PUftGlFEG A�iD DIStN�ECTING PROCEDURE � � � F , : � SHOP DRAWlNGS. 1 . PiQING: O UB CAS ftOiV. fiJEVE O F i, : ' PRdSCR18ED BY �FIE AUTHORITY HAVING JURISDICrlON OR, � � � , .. 2. DISCREPANpfS: a. COPPER TUBIMG TYPE "L" FIARD GOPPER USlNG F. FIXTURES AND EQUIPMEN7: ALL FIXT4JRES AND EQUIPMENT SHALL EN CASE A I�ETHOD IS NOT PRESGRlBED BY THAT � ' _" " , � , CANFlEIA 1007L WATER- SAFE SOEDER JOINTS ABOVE BE �fHE MANUFACTURER AND MODEL N111rl8ER LlSTED IN ThiE AUTHORITY, Ti1E PROCEal1RE DESCRiBED IN E111iER AWWA � � o, fN T}if EVENT OF DISCREPANCIES, lMMEQIATEIY GRADE. FIXTURE SCHEf3l7tE ON T11E DRAMANGS ANO �iALL 8E COMPLETE C651 , OR AWWA CS52. 042 AS DESCRIBED BELOW: � � ' " NOTIFY TktE ARCHfTEGY. iMTH ALL STOPS, SUPPLIES. BApUNG, DRAIN, TRIM , AND OTI1ER ` ^ � ° � " � � 2. FIT71NG5: ITEMS NECESSARY FOR A COMPI,ETE AND OPERA8�E FRCILfTY. o. FLUSH 7HE PIPING SYSTEM WITH CLEAN, POTABLE � � ' - � � a. DO NOT PROCEED W1TH THE lNSFALLATiON IN AREAS WA7ER t}NTik. fllRTr wATER DOES NOT APP�AR AT THE � / U f • - 4F QISCREPAPtCY UNTI� AL� SUCN DISCREPANCIES o . WROUqiT COPPER SflLDER FIT7lNGS WIFH CANFiELD P O l N T S OF O U T L ET. . � - ," � � . HAVE BEE1�i FULLY RESOL1�fD. 100R WATER - SAFE SOLDER . VII . EXECUTIO�i ---� ; � , • � b_ FILL THE SYSFEh� 4R PART �iERE�F WITH A � � ' � B. INSTALLATiON t)F EQU}PL{E�T C. HEAT SUPPLY AidD R�TURN WATER PI�ING: A . PLL1M81NG AND PIPING SYSTEM LAYOUT: WATER/CHtORINE SOWTION CONTAiNING AT LEAST 50 O' � � L. . , 1 . PIPING: PARTS PER MtLLION OF C�iLORINE. ISOLATE {VALVE � � � , - . ; . ��Rq{ ; 1 . LAYOUT TNE PWMBING AND PIPING SYSTEGAS IN CAREFt1L OFF) TFiE SYSTEM OR PART THEREOF AND ALLOW �0 , ��` � a . CCIPP�R 1U81NG TYPE "L" HAi2D COPPER USlNG COORDT#IATiON NATH THE DRAWINGS AND APPROVED SFfOP STAND FOR 24 H(3URS. � # ` - ^ ' o. INSTALL ALL EQUtPA{EMT WHERE INOICATED ON THE CANFlEID � 0076 WATER-SAFE SOL�ER JOINTS ABOVE DfiAWlNGS, DETERMiNtNG RROPER ELEVA?IONS 4F ltLL F . . � :; _; ' � DRAi�RtiGS AND AP�ROVED SHOP ORAMANGS. GRADE . COMPONENTS OF THE SYSTEM A�1D USING OhILY 'fHE 1�AIN1I�AUld c. dRAfN �FIE SYSTEM OR PART TH�REOF OF THE ; : : � • �' NUMBER OF BENDS TQ PRODUCE A SATI$FACTORfLY PFiEVIWS SOLUTlON AND REFILL WITH A � � ^° ' ==L` � b . AVOID WTERFERENCE YIAT�i STRUCIURE AND THE WOFtK 2. F{ �TINGS: FUNCTlQNING SYSTEM . WATE#2/CHLORINE SQLUTION CONTAINING AT LEAST � ':=y � " QF �7HER TRAOES. DO NOT CUT INTO LOAD � 240 PARTS FER MILLi�N OF CHLORINE AiVD ISOLAiE - - • � � , - CARRYfNG l�dEAiISERS MA'tHOl3t T1iE SPEClFIC APPROVAL a. WRQUGHT COPPE� SOLDER FITTiNGS WITH CANFIELQ 2. F�LL4W THE GENEiZAL LAYOUT SHOWN Old THE DRAMANGS AND AND A�LOW Td STAl�D FOR 3 H011RS. � - _ pF THE ARCNI�ECT. 1009: WATER - SAFE SOLDER. APPROVED SHOP �RAWINGS IN ALL CA5E5, EXCEPT W�fERE ° OTHER WQRK lrIAY INTERFERE. d . FOLLOVMING THE Ak10MVED STANDING TIME, FLUSH TfiE , . - t� EOUlPMENT SMALL BE INSTALLED PER MANU - D. NATl1RAL GAS PIPING: SYSTEM W4TH CLEAN, POTABLE WATER LlMTII � ' � FACTURER'S RECOMGIENDAT10N5 MAl'Fi ADEQUATE CDN- 3. ENCLOSURE OF PIPES: EXCEPT WHERE SPECIFlCALLY CHL�RINE �OES t�OT REMAIN !N hIE WATER COMING t O�wathme � ' . � ' � � St�ERAT10hi FOR ELI1�lINATION OF VIBRATION PROB- 1 . SERVICE: SIX TO EIGHT INCHES WA7ER COLUMN PRESSURE PERMiTTED BY THE ARCHITECT, LAYOUT ALL PfPES -�O FROAA �iE SYSTEI� . r/�ctt/Sctwitz � �, AT OUTLFT OF METER. GAS METER ihISTALLATtOh1 PER FALL WI11iIN PAR71TlOiVS, CEfLIhGS OR ROOF CAVITIES. �., Ard++tects. P.C. A� R19hts Res�rved ! : = � " �l71LlTY COMPANY REGUlATIOt+kS. FURRiNG OTtiER THAN AS SHOWN ON THE DRAIMNGS AND e. SUBAIIT WASER SRMPI..ES EN STERI�E 80TTtE5 TO THE ' , . • � ��° _ _ 2. INSPECiION: CHECK �AQH PIECE OF EQUIPIrENP fN THE APPROVEO SNOP DRAWiNGS SHALL BE A�PROVED BY THE AE1TFfORITY HAVENG JURISDICTION . REPEAT THE 7i�is doa+mar# ar►Q eh� idw 't ' � , - - ", SYSTEI�A FOR DEFECTS, VERIFYMIt3 THAT ALL PARTS ARE 2. PfPING: SCHEDULE 40 BLACK STEEL {COATED, 4VITH ARCMITECT. • PRQCEDURE IF THE BIQtOGI�AL EXAMINATION MADE Q'd �q^ inoorPa►vtW 4: ; ; � • PROPERLY FtJRNISHED AND INSTA�LED, THAT ALL ITEwiS WRAPPED ,f01NT5 SELOW GROUNQ}_ BY Tl-!E AUTHORI�Y SHOWS EVIDENCE Of �"' °s °" �"�� °� prot�fond �r�ic� f� !h+ � ` � � � � FUNCTtOl�l PROPEitLY. M!D i}1AT ALL AD�A15T1�fENTS HAVE 4. TR�NC�iING AND BACKFILLING: PERFORM ALL TRE�VCHING CON TAMIM1lA T I O N. �p„ty � r,,��,��f ; � B� MqQF, 3. JOINTS: SCREN�D, REAMEO T� FE3LL DIAA�fETER. AND 6ACKFILLING ASSOClATED WITH 7HE PLUMBINtG AND ' Scdu�tz And►tt.ot... P-C. and ts ' PIPING 1NSTALLA710N IN STRICT ACC�f2DANCE WITH E. CLOSING If�1 EfNINSPECFED VYORK : not to pe us�e, in "itiah a � F � 4. FIT7INGS: MALLEABLE IRON FITTINGS. ARCHfTECT'S SPECIFlCAl10NS. 1 . GENERAL_ DO NOT COVER UP ENCLOSED WORK liNT1L IT �' � °"�' °�'�` �°TO�' ! � : . HAS BEEN PROPERLY fiJSPECTED AND APPROVED. �� 0i�„t� �� t�. ,',, _ _ . Ni. SI�'[MEUL REQUIREMENTS r at EdMOra �t. c+.athrn.y Jr, � r.- , • � A. SCOPE 5. 1N53ALLATION : DROP LEG AT ALL VERj1CR� OFFSETS AND $. INSTALLATION OF ' PlPING EQl11PbIENT: r Hei+rr R. Frott ar Sldn.y SshuMz t . _ EQ111Pl�AENT CONNEC710NS. UNIT PRESSURE REGULATORS 2. NdN- COMfPUANC�: SHatILa ANY OF THE WORK BE COVERED i". � � ' - 9 . WORK lNC�UDEQ: DUCT SYSTE1riS M� EQUIPMENT REQIfIRED YNTH VENi1�1G AS REQUIRED. SHUT- OFF VALVE AND UNION 1 . INSTALt ALL PfPINC PRO�IPTLY, CAPPING OR PLllGGING t1P OR ENCLOSEd PRIOR 70 ALL REQUtRED INSPECTtONS = - ` � ' : � • - : , F<7R THlS WORK ARE DETAILEQ ON THE DRAWINGS. ITEWS AT EQUIP#�IENT. Al,l. OPEN ENDS AND MAKING PIPE (�NERALLY i.EVEL AAID AND APPR4VALS, UNCOVER THE WORK AS REQUIRED AND. _ � _ . 70 BE f�liil�HSHED BY THE #iIECHA1dICAl OR ELfCiRICAL PLUA18 , FREE FROM TRAPS, ANO IM A MANNER TO COhESERYE AFTER iF HAS BEEN COMPLETELY INSPECTED AND E ' � � CANTRACTOR ARE SPfClFIED OtJ THE #AfCHANiCAL 0!2 E. REOUIRED FiNISHING DOCUMENTS: SPAC� FOR OTHER WORK. APPR�VED, MAKE Ai1 REPAIRS AND REPLACEMENTS WITH ° - - ' k , - � EL�CTRICAL DftA1MING5 AS APPROP#iIATE . SUCH MA �ERIALS AS ARE NECESSARY TO THE APPROVAL OF DC� te. OBJ��93 . � �. �. �- . 1 . AS-BUILT DRAWfNGS: DURING PRQGRESS OF THE WORiS , 2. PROVID� �1NIFORM P1TCH OF AT LEAST 1 /4" PER F00T FOR THE ARCHITECT AND AT NO AODI�i�+IAL COST TO THE � '.� " p. N�lCLU� At1. �XhIAUST, RETURIV AIYD SUPP�Y AIAINTAlN AN ACCURATE REC�RQ OF ALL CHAMGES AAADE !!V A�L I-fOR� ZONTAL WASTE AND SOII, PIPING WITHIN THE - OWNER. - - - � DUCTIIVG, FITTINGS, SUPPORTS, CONTROLS AND THE PL�1M81�iG 1NSTALLATtON FRQAA THE �AYOUT AhD BUIL�fNG; PITCN ALL VENTS FOft PROPER DRAtNAGE; Revi� ed . � • � - _ � REIATED EW�RMEN� A�ID tABOR hECESSARY FOR MATERIALS S+iOYYIJ ON THf DRAYNNGS ANb APPROVED SF#OP INSTAU VENT PIPlNG 44l7H EACH BEND 45 DEGREES F. CLEAN�NG UP: i'RfOit TO ACCEPTANCE OF THE BUILDINGS, ' '� � � •� " - £O�APL.ETEO PROPERi.Y FUNCTIONING SYSTEMS. DRAWINGS. MINIMUM FR01�1 THE HORIZONTAL WHEREVER STRUCiURAL TFIOROUGHLY CLEAN ALL El(POSEd PORTIONS OF TFiE PLUMBING � y � _ . REVlEW /1Ll �AIMNGS FOR WORK REQl1{RED. CONDiTIONS WILL �'ERMIT. INSFRLLAT1dN , REM0II�NG ALt IABELS AND A� TRACES OF r ' , 2. MANUAL: UPON COldPLET10N OF �HIS PORT10Ak OF TFiE FOREIGN SllBSTANCE_ USE CARE TO AVOID ANY DAMAGE �0 � ' � - 2. RELATED WOFtK DESCRIBED EL5EMMERE: WORK, AND AS A CONDITION QF ITS ACCEPTANCE, DEUVER 3. CUSHION ALL TRAPS AND $�ARIIVGS 70 M1NIA�4lZE TRANSFER FINI�iED Sl1RFACES_ F� " � � TQ THE ARCHITEC�, TVNO COPIES OF AN dPERAT10N5 ANE7 Of SOUND. FIRMIY /WCHOR ALL PiPES IN POSITlON; i.-. ' - . ; � ' .�-., - • {� - .� � - ' . _ • - _ r � - � � Y�i � - ' ' } � � ' � >: ' • , . � ,: �,•t-;,� : 1` � r_. t 3' . , � � _ . - . � � . .. - . . .'_� M_ � . .. . - . " . . . . � _ _ . ��; . * . _ . . . ' _ ' . . . . ' . . . . ' . - _ . . . . . - - Y "# jF. :hl� . _ __ .� .. .�� . . . . . [' : J { k ' � . ' _ " ' ' . . . . . _ - _ . 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REFE ' � . - , G - � - - - � � � 3/4" CW AI�kD HW Ta S EET P2 . 1 ; HF I I UP 1N WALL ABOVE F�R �4NTINUATION. � �-_ � t f4 • ' � . � 2 I ROM3'A$OVE� i t 1 /4" � G � � � ►; . : ,. � � ' �. : , , » � _ - ; : _� _ . � , . _ . �� ` � � 3" WfIISTE DROP AT 1 1 /4" CW SERVICE � � � 1 � � WALL � TO BELQW FLOOR > > �4� _ � � , REFER TO SITE PLAN � , • . 1 { � �� SI-IEET AA1 FOR CONTINUATION > � n � � i _ � : _ � . ' � • � i � I _-�— � - � 3/4� y s � ; " , C32AWLSPAC� � ' � : . i 3�4, � ; . , -. � L_ . - ' . � . � . . 1e- 3 4� , ,• � � 4r 2� G/45 �V� �� 1 , . � ,,f� / � jj�� ` � 3I4� - - - -�t- - - - -- - - � 4 _ BOILER AND � V -- . 1 � �4� 1 � / - WATER HEATER a / , _ - � ' Cw AND 3/a" ww - - i UP � CP BL +� E.. . • UP ANp 3/4" HWC - - � - - � ~ • 3 1 2 � � L �, . • , �ROM ABOVE 3/4" G � � � -- . , . ; • ' ' . : .p 3�4- 3�4 . � 1 � 1 , . -: ' � � ......r � � � � 4 .' - 3�4" 1 q " 3/4 GAS UP 3/4" CW AND NW 1 " CW DOWN AND 1 1 /4" „ � . � � DQWN TO HOSE BIB 1 " HW UP FROl,i! gT � 3 DECK DRAIN PIPING FROM X ` !�• { TO GAS LOGS ` STORAGE TANK � � � ABOV�. CONNECT TO BUiLDING O V - _ � 1 �2 3 �2- � HF HB ' PERlMETER DRAIN SYSTEM . _,,, � ' 2 . ' � REFER TO ARCHITECTURAL � DRAWINGS FOR LOCATION 0� � � , r � `- . . _�3/4" CW AND 1 /2" � 4 „ � PERIMETER DRAIN PfPIlUG. O � � HW UP TO LAV AND 3/4" GA5 UP � i G . _ y - ' ICE !ulAKER � 3� » TO RANGE � �— �� _.I � ' � 3�4" ��4" i � • ' i 2» . � 4" WASTE � . `�y � . 3�4� � FROM ABOVE � � - i /2" cw uP ro �4� 3�4-1 � 1 /Z " � i ` wATfR CLOSET _ _ — i � � . � i GAS METER - �— �—t /2 " CW AND HW i - 3/4' � 1 /2 " ��4 . 3/4° GAS UP TO �P TO �AV GARAGE i G�txhm�e ratt - : _ 3/4" Cw UP TQ 3/4" � �2� � �2„ 1 2"T GMIf � YER i AI�I Riqhts Re�prved t FtOSE BI8$ � 0 � - ` ° F � . DISHWASIiE T WATER CLOSET i �1►Is doa,xnMi ond !h� tEaa� 3/4 GW ANID HW E!P i AxeN�as�cn��t of , . � � TO BATH TUB ANg , i Protwbr►d ��evk« b �M - - , � GLOTHES WAStiER - � Prap�rtY et O�y t/ - . � � � � �- - - - - - - � � � i Sehultz Arohl#�eir. P.�an4 # . s ' � w � / / I IIQt tQ � 11�'!Q� fR �10�f Of �► . :, i � 1 /2 HW UP TO� � - - - - - - - - -� ' + part. ter ony otlwr p.aj�. :-- _ . . � t DlSHW_� SHER � - - - - � — �ithant ths �rftter� arlhort�oe► - - - - -� - - - - - - - - - � � - - - - - - - - - - - - � � i „ i r - - - - - - - - - - - - - - - - - - J or £Cwan3 M. dwthrnsy JF.. � � 1 /2 C W Al�f D H W � ! #�rry R Proit x 9idn�r S�dNlltx " � i UP TO SINK � i � - � , i � � . � i � { • � � � � _ � � � � - \ � � � Date : a,�,.�93 . , , _ , , , . , , _ _ . , , . � � � � ` Revised: . _ , � . - � , . , , , , , , . , , ' � � � ` 4" SANfTARY $E1MFR ` �. . - � . ' ' _ \. � — — � � _ � _ _ — �. _ — � _ _ � — — _ _ — J . , f 4s. � ! � . � . . , ' . - " . ♦ . t . ' � � . _ / ' " � � - - . REFER TO 51TE PLAN SHEE? . 3 M1 .0 FQR C4N �INUATIOhf � � - ti ' ' . 1 , ' . - ` - . - . _ -: - _1 . . . . . ' ti _ . _ _ . . . � - . - � -i ' . - . - ' . . , ' . . � . I . - ' . . . - .- ' ' . . _ ' � . ' ' . . � ' � � . � � � � PLUMBI`1� G FL� � R PLAN — L� WER LEVE ` seAkF: 1 /4' = 1 '- 0• � � � .;x ,� � Y� r�� t'�'A _ i ` , - ' . � � . � . � � _ . _ .. . Y, i . '_^-' C �. _<`,� �� "��,�-y` �4 �`•E �p y� . �. � .. _ - � . - h . - t .. : . . . � . - . . � � :, s. l � , f � i9 � r..G:r3 e� . . � . __ REFERENCE �:� t., ;;� � ,� �a. ��,�:.�� S�1 �e� I�� 'f�''1 �3H� - - F NOR7�1 ' . � - �. , -k _ . ' '" . ._,., y - - . . . • � � , � �.�...s �, �,�� ''a � � �.°°' ' �� '� � � - � ` � ! , � 1 '� �' � ' _- . _ � �� _ , � _ ., �,r . - P � . Q _ ,1 _ s �� : . �. � �� _ : . � , . �. � DAT - _ - , . . , _... . __ . - ---------- . - - �. � ----- - . - � , � ----------- _ - , _ : � - . _ _ ,� . . � - F� - - - �. t - � _ . . . - . 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Frcnt� Rcl. �IesE . . . Va�l , Gd+xor,� � 1�� `_ - . . , . , j . .� � 7d: (303� �76�'11#� : _ ' � ,, - _ . . Fox. f3A3}. 4�6-- 1612 = *`.i � � � �' { - . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �-- - - - - -- - - -- - - - ` DD . _ � � , � i i ; _ � i � 3° QECK ORAIN tEADER TQ BUiLlNG ' ; �� ' . ; ;. �� : - , I ,� � = PERIi�IETER ORaIN SYSTEM. REFER TO . i � ARCiiIEClURAL DRAWINGS FOR IOCATION � "`i ;: ` . ' ' : ' i , � i 3» � OF PERIMETER DRAkN PiPiNG. - - - : � - � - - - - - - - - - - - - - - - - - - - - - - - -i E i 1 � - - - � :. � pp � I - - - - - i � �� i `. I - � . i � � i � � ' � - ` _ ► i 3» = I i - �_ . i � = 3' i � - �" ; ` a ; � • � ` � � ; : . i - - - - - - - - - - - � � -� � - - - - - - - - - - - - - - - - - -.; - t . . _ . i j � - - - � � ; � - - - - - - - - - - - - - - - - - , . � ; , _. : i i _ - - - - - - - - � 3/4" CW fROM BELOW � - - - - - - - - - - - - - - - - - - - - - - - - -� . _ _ �_ . . . i � - - - - , _. - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - T4 t�OSE BIBB � � - - � i , i i , ° - r i � � ; -. . . E , ��+� � i '. �;` .- ' . . ' - - - _ � _ 3tJ..tl7ti —i ! I . _ � ' i - I � � i � }y ^ . . �c � ; � ! . . _ _ . ' . . � /Gw L� I'N�V � R � 8T / \ ` w ' � / � . . � . . . . 1 2 CW FR BELQW TO � UP � � ° i t1P TO lAV i � WATER tOSET. `� WASTE � ,` � . DOVMh! AND 1 1 2� VENT UR E ,' i i ` � � � 1 � , � i i � � � � � � LV � � \ � � i � � t - � � � � � � � I � � - i � '2 I � ` � � � � ;. • _ " � I � 1 /2" CW AN1p F�W F,�40M � ,., + - - - - - - - - - - - - - - - - i i � _ ° � ` ' BELpW Td LA�(, i L '1 /2" • � - � . i ` � „ 3/4' GA� FROM 6ELOW� . � , ' WASTE QOWN A1dD 1 1 /2' � � � . - t�. � 1 /2 CW UP INSTA�L 1CK 4tSCONNEC�. � ,' . r � � � i 1 /2" 1 /2" TO WA1�R CLO'SET AT 24" I�OVE DECK FOR `' . � , ' 1 /2 Cw AND Hw FROM i r NEN� UP / � . ' i - � �. sE�ow To ��r� n�e. = - • � BARBE4Uf GRktt. Z� wqSTE DOw� aND � � _ E 3�4" i i � /2" 1/�iJT UP 2 " 3" 1 1 J2' ,�FN'S RQOM � � ' i . . � = - - - - - - - - - � i - - - - - - - - - - - - , , � . a� .. _ _ I r - - � I - .� . . . I � � /L� CR lVw� fll� I _ � w n ' / I . " : _ _ �, . i . t1P Tp BIDET 3" WASTE j FAMILY ROOM i � � 3 � . ' ' t � _ r E � . - . . - ,_�. � � _ • � i � � 3�4- FROM A$UVE i ,�N�S CLOSE� . � � f.. •.. . . . .. . ; _ i i 1 j i 3 ,W TE IN CRAWLSPACE. i . _ y , i � i I t FjP�E TO SHEET P2_0 � � -, � � " - i - - - i 1 t �FOR TINUATION. � r _ � ` - - - - ` i � � � i i � DS�11dG ROQl�d i , ' i : i ' i . � i , _- . i i i � � � i i 3� � . i i i � � � � , ' i i � 4 4 � 4 � 3�4�. ��4� i � � " i � � i i � . . . - � i i � � j r � i ' � , t . � � , . � � , i � � � i i i � , ��* : . j 1 I I 1 F I 1 � � � , ::. `� F, ' � � I I 1 4 1 I � " ' I ,� _ � _ I � - - - - � � - - - - � I � 1 1 " CW AND �/4" HW FROM BE�OW, `..: _ f � f /2" C1N TOFfOUNTAiN, 3/4" HWC � ' _ ; �' ` _ t � 3/4a DQWN . 2" W+�STE FROM ABOVE. , -- ; - � , i _--�- . . I I AN� 1 1 /2" iVENT UP. - - - - - � , . . � _ : = - - - - -., , .. 1 - - - - - - - - - - - - - - - - - - - - - - - J � ` � - - - - - - - 4 I • d " .� ; - -. - I . ` � I i •� , :_ . � o . I 1__1. - - - I E r — - - - - - - - - - - - - - - - - - - - - - � � � t � - - - - - - - � 4 . � - � . . � � , i ; + � /2" CW AND F4W UP TO SHOWER * "� ��_ . - - I I t � k p� � � � p�� - ; ; . - � I 1 � � aJ.1.L8�11.�i :� � i � 3/4" CW A ' HW FRQ �^ : � 1 /2' CW AND FtW i i f I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BELO'N AND U AND ti ` . - t ' UP TO SHOWER t1ALL 3" WASTE FR ABQVE ' = � � � � _ _ � . � � o o A�a � � , � , � LIVING ROQM i 1 /2 � � t �2" i o � 3" DECK DRAIN PIPtNG � _ '� • � �t�; _-� � M � i t � ' 3 4" CW AND 1 2 " h4� �ROM Qown, 4N CRAWLSPACE ' _, �' 3/4 GAS fROM BELOW. � � i _� � " i � ' � I . � BELOW, 1 2 CW TO ICE MAKER, 3 CONNECT PiPING TO i i i � �� i CW AN w TO tAV, ; ,- SHUT-QFF VALVE PROVIDED i i ,� WITM GAS LOGS. i i l I2 � CW AND HW UP 1 1 /2" 4��5TE OYYN AfVD 1 1 r2" - _ - - - i �� "' �. • . - - i F TO FEA�1 GENERATOR �� VENT UP r + Y i � � - � q � . . i f `f i i i _ i _ I ' I I I I I I � _ � � (�/ : ,. . � � - � 2" wASTE r0 OWNER - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - � � - - - �� 3/�" C 0 HW ROM BELOW, � . i SUPPLiED FOUNTAiN i 3/4' GAS FROM BEL4W. � 1 /2 " C D TO BATHTUB �• � i � � O . � � i INSTALL GAS SHIfT- OFF i � ` " C HW TO CLOTFiES � � 3 � VALVE AND CONNECT � • i i g4�� i . FO RANGE . � 1� 1� 2" NT UP lE DOWN AND � � ` . i � � � _ � i � 1 1 /2 � � " � i 1 C i i � i f � � ,-. ` . i i i � � �� ; � 3 �'4" S FROM BEIOW � ' ` � ' ` � i i i _ i 4 TO Cl HES DRYER , J �JiRY A1*EX,S ROOi�A � � �.._ . ' o � / i � i 13� i ` 4» » - - - - 3 - - - - U 1 /2 . — _ � i � i � � � � , �� ' � i � 1 /2" CW FRflM BELOW � � � —_ � � F 20M C ELOW TO LAV � • i � TO WATER C�.OSET, 4 � 4- � �+ ?" � � 1 1 /2" W A S T E D O W N � � ` � i ` � � i T WASTE DOWN AND 2' i � AND 1 1 2" VENT ` _ . :t . - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENT UP i i � k 3 / . � Y i� _ I . • ' � 4 � �Y I DP SK E ° � - 1 l,'P ` . i . . - i �. ' i 4 2' � i » . 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Cdorwlo 8155� � r�.: (30�) . ;�s- � a4� _ ^ � F�ac (303) 476- 1512 r - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - � _ ! � I � i ' ' , . - I � . � � _ .. � . � , - _ - .. . . � . , - ' � ' � i . ' " . � ' ' . _ � _ � _ _ � _ _ _ — _ � . , . . - E . I . - ,/ \ \ . - . . . , . � . I � ` . . - . ! f � ` I r — J � - - I _ E I ' I t � � I � f � � F � � ` � , I 1 ` F ' ' � 1 T - - - - - - - - - - - - - - - - - - - - - � ' Y- � � /2' ew �o� ��ow �o ; ; � ; - " i � � WA�ER GIOSET. 3" WASTE i � � - - - - - - - - - - - - - - - - - - - - - - - - - - - . , - - - - - - - - - - - - - - - - - - - - I � � i 1 2 CW AND HW BELOW DOWri, 2" VENT 11P AND � � � - � � . TO l.AY ANO 1 1 /2" 1 f /2' VENT U� FRO1�A I.AV i i i � � � WASTE DOWN � i t i '. - - , - - - - - � - - - - - - - - - r - - - - - - - - - - -- � '- - - - - - - - - - � I .. ` � f— � \\ - - - - - - - '- - - - - - - - - - - - - - - � � I ` k � � � �� \ ��. i i 1 1 /2" VENT FROM BELOYIi � . � " I � E � I 2" \ � " VENT FROhA BELOW i � f � . - � - i � � i � � � r- - - - - - - � � - - - - - - - � � 1 lj2" VENT FROM LOW i � : � ; � - � � ' t � 1 f f • / , � _�� _�� i i i } 1 1 /2- 3' ' , � � 3� � " WASTE 001MM � i I + � i Lt ' � IN WALL BELOW j i f . . � . . ef- i � - - - - - � � BD i ' �s--- 2" VENT TO VEI� T � EI i � CLOSET 3~ � 3' i i TFfROUGH ROOF i ` - � :, � 1 /2 " CW AND HW i � � E FROM BELOW TO i 3� 2� � �1, i ° ', w � � E BIDET. 2 WASTE i � i ( ._ � DOtAM ANO t t /Z" � EAI� i ^ i ' l f - . ; E 2 , � /z CW AND FtW TO BATF4TUB. ; � VENT UP . E i � � � �2^ �� COMBENE PLI�MBING VENTS IN 2 " WASTE DOWN AN� 1 1 /2" - - - - - - - - - - - - - - - T - - - - - - � ��}-i , .?. Gf � i 3 THlS AREA TO 3" VENT VEN � UP � ' I � i i � � � /2" CW FROM BEZOW TO 1MATER THROUGH ROOF. jH f i i i � • � � ' � � � C�OSET, 3 " WASTE DOYVN AND F i � � � i � CFtARE1E S � P9r� � i � � flATtj �-� i 2" VENT UP. i � i i i E i j � i 1 1 �2 " I I I � I � � I � f - � t /2' CW AND HW FROM i �� i i � i BELOW TO LAV, 1 1 /Y � � G C0t�81NE PL1JM$lNG �VENTS i f i WASTE DOWN M!D r fN THIS AREA Td 3 VENT � k = 1 t /2" VENT UP � 2" WASTE DOWN i THROUGH ROOF. 3� Srl�lE$I i - - - - - - - - - - - - - - - - - - - - - - - - - - - ,_� -- � IN WALL BELOW 3/4" CW AND FiW FROM � i i i P BELOW i /2 CW TO WATER E i � - i t CLOSET, 3 WASTE DOWN � � i - ' ` I , �' AMD 3" VENT UP THROUGH , � '� � � 1 2 CW AN� HW � ROOF 1 1 / � � � . � FROM BELOW TO 2 � i S'zUEST BED�240M i •s - - - - - - 2 " - - - - - - i ' � � � � 5H01NER AND 1 1 /2" ~ ' � - � VEN T UP. --- � LV i � /J � E --- / � _ _ _ _ J . I 7T_ . � - - - - - - ; ; � - - - - - - - � , °N � i /2 � � � - � 1 1 �gj� ' r i j �2" CW ANO HW TO LAV, _ _ _ _ _ _ _ _ _ _ 1 1 /2 WASTE OQWN AND � � l f2 CW AND HW i i 1 1 /2 " VENT UP � Q • � FROAA BELOW �0 i E � � � O � Sf � SHOWER AIV� i � i '. • � '� � � 1 1 /2" VENT UP. 2' VEN � UP IN WALt O ` - TO AT31C � � � � ' � . . T1 ------ --- — �INEN 7 1 2 " 11ENT FROM 1 ( � � - - - - 1 /2" C�W AND HW FROM � �-- 2" VENT f0 NENT � � � � BELOW TO ST£AM GENERATOR ��W • �� 0�� j t 1 /2" VEfJT fROMt BELOW � h+ROUGH Roo� 4 i V l � A�ID UP � j - - - - - - - - - � - - - — �, . _,,,,� � _ j ANO 1 1 /2" V'ENT UP . r i � ' I i � O � , k � { � I � � 1 � � � � ! � i . � . i i �-� i � i _ i 9EDR44�. 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FOOTMG � � j I ( y, U 9'- �rd ' � g� I � 13 � $ . 7 � J oI I �P� s�, s�� I � � L � J I � 13 �,� � � � • c� � _ - � � I I 8' 7 ' - t@ 1!�' � 3 ' -�' x 3 '- ' x I�' I � � ( � I 10' �TG. W/ +r5 e f2 ' O.C. �TG. W/C3)� E,4. l�l Y roCKEt � � PA WAT GENT�R UNDER 3' - 6 ` x 3' -b ' x 10' � � � _ � I i I � �I I �OLpyTAIN ABOYE I 3 '-6 x 3 ' -6 'x i0' �7'G. WIC�)-�5 EA W,4Y �� _ � ` � � `'' FTG W/fd�-�3 EA WAY I I � ' - ' � f • 6 � —� g _ I ,z ! — —. — — , r — ws u.. �r 'ro . } o � s5 ss �— � �y �01 ' o I ( �T z � p � I 10 2 ' -6 ' X 2 ' -b ' X tf� ' SiM � � I '` � � _ � • ( I Q Sr FTG. 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I � � � oN �' GRAV�L B�4SE � � � ��'o�rh�mey/Pra11/Schuitz 1 � 2 1/Z ' Archltec4e. P.C. ' I 0 i � A1 RigF� ts Reaerved � 1 � � 1m5 ' -0' � � � WALL - ' W �Lt� — � Thi� doc�ment� md the Idea - I i � . I 1 BTEP � � -m 1 �r''r� . � �J �L-L e►et,��an�lnsr�«�rf ot - ��„� L— — - — — — — — — — � I � • lxofessbnd servlce� & 1he � — � — — — — — c� � g�� properfY of Gwothmey/PraSt/ Schultz Archltects. P.C, and � C e�� _b • npartt}orany o�her pro�Jecor t� , I wifhouf the mlTten aufhwlzafbn _ Ioi Edward !vl Gvrathmey Jr., I 11 ' � I gT�P Henry R. Pratt or Sfci�ey Sch�k2. � � � °� � � � -� � � � w�� - � � � , � _, � � ;� �+ � N i � �7� 14' -6 3/1F `9 � . � �^�"� � _ � - o � I o5 -OJ'� � � 98' _6 ' � � Q y,l� � 98' -6 ' � I - � � — � L-- � - - - — — - - - - - - — - �- � � — — - - - - I - � - � � � � L — — — — — — — — — — � Dcate, 8 � -� 3 � � j ; � . I — � -z� � — � Revisec� ; ' -2 ' � `.39� -b �� , � �- t ; %i� � ' ' � o - o � � � I � °# ' .� • 'I 'y ; � � � � _\ i � �,,,.,,:�. � � �OUNDr4TION NOTES : `i`M � � . _ 0 � ` �,L � lo - I - °�3 i. DA?UM FL�vATION 10m' -m' EGiUALS ACTl1�4L ELEv,4TION 84'15' -m' � II ' I ti � � 8��° � I I - 8 - � 3 � = Z - 4 - C� / � Sr' 2. �XXXX' -X� INDIGATEB TOP OF �Ol1NDATiON WALL ELEYAT109V — g ' / - _ � 1 � � � , o 0 � 3. C>OOC('-X') fNDIGA7�s TOI° C9F �OOTING �LEVATfON � d � � - �' " I- r 1 f" - 1 . � �� d. CONTRAGTOR SHALL FOLLOW �4LL RE�IJI�NTB L187ED fN - - — . ' ' . — � 18' .¢ ' I' -�' °�� '� � � � .�`��}A4ACQ'�+rh�� aoi�.s ��o�eT. n � -6 � � � L • 3a� -s � \ Z-7 � , � � �Y• 9. CONTRAGTOR SHALL PLAGS ( '�)-3 1/ERTIGA�LY FULL HEICaHT 1 = OF W,4LL AT HIGH SIDE OF A�.L WALL STEPS NIG�NER T�4,4N _ / 3� ' -6 ' ` •• � , . . • . \ � � ��6'• �:`�. 8�' -Z • ; � • `�E". �'-m' M ADD1710N TO W�4LL REII�ORC�NT 9HOLL�l OTHERWISE � � � 6. ALL �OOTMG6 M GR�ILlLSI°AGES 9NAL� �E d�4C.KfILLED WITH ' \��`� , � � � /2, � - ' ' COMPACT�O BTtiGT�JR�1L FlLL TO ?NE TO}° aF FOOTMG MiNIMtM '� � • . - WLE38 NO7�U OTNERWI� ON PLANS OR 8NOtW M BEGTION.9 \ �. I� \ �o N ai + - `� ' �,,.��' `s ' �y� �` '� � _ \ \, �� ,,'�I��F' �� ir � �r1(�;'�* - , � __ . n 1 �. �L.00R ELEYATION9 A� �HOW1 � 70� 8LAB6 OR TO}° OF PLY- \ ��f�1'NL;�;��; _ woo� ��oo� e�An�� , b � � II ( � 1 � I a. �GOT�iG ELE1/AtiONS BHO�UN ,4RE M,4X11"ILJMS AND MAY 1��D TD ��e � � / � O l�tN � � � I O I V � � � I �l ?� �� t�, � � , DE LO{lE!!�D DUE TO SOIL GONDITIONb. VERl�1' CHr41yGE8 WITH �„ � � �n ' y; � �' v`'"� �° "� � � � - bTRLICT!lRAL ENrsINE�f! 9. � 6HEET 6� FOR #�RI�1'4MG NO"1'E6 �G - fj�� c 2� - �i �c. �o�� 'f=rG . L•l � � � ' � aTAfR � R4iL 1NG �` ' /� ' _ � � - � � ....�, , � DlMETJ�SIONS RE: � � � .� �� ,, i �22� ��f � � c�� - �S �A w�Y ; -rY P \ �, n�• ARC�+ !°L,aNS. � � � F '`f A I L ��.t.,� .. :_,.: 7 P��.r. � . - Y ��:;. � � \ � � � � . ^ - . _ � ; - � r ------ � __� DATE_�,� ' --------•------------ � � �' ------ ------------ � , _ . � � -----._. __. _ , _-� . - _ � -_ �._ �.,�f,_ _ ,�� - . - � A �''e - - = . _ � �t`� � , - ie�P"'" ^ ` � `- _ - - � � - — ---� -�-r-� ` � , . � GWYC��)/ - =_ � Pratt . �ch �Itz Anctwtscts, p.o. � 1000 S, Frontc� Rd VVw� • Vd Coloraclo 81d37 Tet 1303� 476-A47 Fcoe i309} 476-16Q r $ , � � �,., r�,�� n,� ,';�. q � 86 -� � c Q o �� a � c�, ,F, � '"``' g, � � � r� � i� � �� 11� ' TJI/15D� � f6 ' O.G. . � �� - . . 1 � � It� ' TJI/ZSDF � 16 ' O.G. ��.. r u ��`' - � o � O � � w � � _ f� x � BRCx WALL AH� � BELoW) �p � - � . W . �' � � X 6 e� u►,ai� � uP � 1 0 � ort�Y lJ -- � Q � �M. Poc�CET 7 � � O � L � � -- l � , il� ' tJl/ZSDF � 16 ' O.G. 11 � __ � ( '3 ) - � 1��8 M � L . � � (� �Z ) � k �2 Q � � IQ f Z 1 I lk ' ML. � C g � � nv' � 85 B�AM � (1' ,� ( n � POCICET — 11k ' TJI/25DF � I!a ' O.G. v / (Z ) 11Zfi ' ML g5 '� W m -. � — O 1512 GOL. ti � � (� J U"v � � u � � �P O O � ONL1' A y � � — � � ,� � m Q � � � � sxbe� w.�� O � c3�- Ti� �i � . I�IAI.L. [3) -2x ( o O O m / 9 �" ! _� �j lZ ' tJl/Z�DF � 16 ' O.C. - (n �- J FOl,IN7Alhk F 0 � – " � a� � � � � _ :� �Y �.Y �, «� � x � o � � f� 1 I6 ' ML. C 3,1- 16 ` ML. f 3� Ib ' ML. - - � � � — � � � � 3 � �Y ' � � _1 � y O � � Q � � � '° z .� z „ � � > 2x4 - � f2 ' O.G. ,3� �' . bflG WbL�. W - M � �° � 2 -� o . c_ , � � � � � � .. � _ ' - ' � X flk ' TJI/Z DF � 16' O.G. I W . u � ' � (3 ) 2 x � � � � L I � � - �Q 3I I 11� ' TJi/�SDF 16 ' O.G. iv I � � ^ � I � I '"�4�a„�,� � � � f 2 ) 12 ' M1._ _n�� I I 2 C� ..�,; �y C � 11�(r ' TJIPISDF + 16 • G � � � 7 � �- � CoPY� T � � _ I N ' 7J1/2F✓D� � 16 ' O.G. � _ , �P I Gwathmey/Pratt/Schulfz � -' ArcMtects, P.C. � � Ap Rlgfits Reaerved ■ � uP Thr docunent, md the kleas Uf uQ , ONLY I J ��ess�o°�r,d��vice�ihef ' — � f31 16 ' ML- (B� L A�OY� p�,Y ONLI" l3J I6 ML _ � pr�ty of Gwathmey�►arri , �� _ _ Schuliz Archltecfs. P.C. c�d h y� a f � — — — �,�;� ��;� �;��, � p«-r ta a,y o�►,e. pro jecf �� (O G. . � of Edwad NL Gwathmey Jc. _� � °`� 2 x 8 � 16 ' O�G. • I 2 x 8 � �b ' O.G. �- Fienry R. Pratt or Sidney SehuME . W,4I..L ,4B01I� l�� Wlb x 4� ONLY CZ ) 9�� ' ML. � - '�'� � - - _.___�. � f'� P�r S - 9 ' Date: 8 - �� - � ► � � � � a �.�E � � R, � �y � Revksec� t o - I - '� 3 F�AMINC� NOT S '�' �l � ST � f � ,�. , � ^ � it - 8 - � � � � �� . L � IND IGATES COLI3MN DOU�1 IiNL�88 OTHER UJI9E NO�D Bl"UP ONL�" � I I � ; 2. � INDICAI'�8 COLUMN UP AND DOU�1 IjNL.E°•�..+° IT BEARS ON � ' " GONGl�TE UJALL OR �OOTINC-� BELOW '� 1 � � 3. ( ) fND1GAT�8 TOP OF BE.4M ELEYAtION � - I D� M - �Zj �. INDICAT�S TOP OF S'fRLIGTiJRAL �LOOR � � \� Q 9HEATNING EL�v�dTION -- _ � ;a� Zx,B�, � . � 5. NEAD�R 9H.4LL BE !3 ) 2 x 8 UNLESS NOTED OTHERIUI°v�. � � ��o °• ,•'•'s•+'�,r ��`' �¢�}�i_(j ��i�,�. � � � �� ; � �' .� � ... ..,�f� 4� � �� 6. GOLI9'9N8 SH+4LL B� (3) Z x 6 IJNLE'.�.�° NOT�D OTN�RWlSE � ~`� � E��Y �� ,,, ; 3 ti, `,, � \3, '�. � � I � � � fi� �1� � �lC� _ . � - . . �� l._. _ : � : � Y ` f + �. EXTERIOR WOOD GOLIJi'MS BHAI.L DE CON71NU01.S.9 FROt`1 ' +e �2 \\ � - ' �LOOR TO GEILING OR FLOOR TO ROOF. � / ' . - 2 � . �� . 8. INDIGATE9 (NT�RlOR BEARINICs WALL9, �LDOR �^'a�,;�� 2 � � _ \`�.q�e � � /� � _ � ' � � � '' • � "~ � JOIST. dEAR1TIC� �OC,4TiON 9HALL LlNE UP WlTH �, � � � � '• ,+ •;, \ �> : � �'i � � �+ • L C� • �. +� StuD ee�ow. \ _\ �..t�.��.� � ' °�T� '.r �:��,.4',� � ,�� ''°:��:�t�`'Y 9C EXT�RIOR 8111D5 .°,H�4L.L BE SPAGEA � ' -m' O.G. FoR WALLS `j� r3j \� -�--.-- \ �E � �'` �� d �f i �l O I�' V � 3NOR?ER THAN 1m'-fd'. STLtD� SHALL BE SPACED 16 O.G. Fo2 5�"d112�� I ►�G �, ; i � �.,� FOR W,4LL3 SHORTER TI-1,4N 14' - fd' ,4ND HIGHER TNAN 10'-m' �t� y �� h'( F�15la�VS izE = '�� -� . PLp1�1'b � � im. ALL. �EAM/BEAM ANi� BEAM GOLI�"IN GONNECTIONS SHALL DE � \ MADE WITH SIMP90M S?'�fL PLATE GONNECTORS I�NLESB NOTED \ . ' � Y�---------------•--_.-- -- �; �'1 �t � oT�wase. . � \ �, `n�� -- - --- -------�--------------DATE ------ -�`-�- - � _ . , y ` - , f �t. coNrie�cxae �� ovE�.artF � ' -m' . � PLATFOF�MS IN 1LEST BEDROOhi ' _ '�°^°�, �`.. ' � rI � �s . �"'.'+�rrr � , '� Y . � c - . . i • � ._ -�:- r - - - . J /��' _' ` _ - - - _ _ � � _ __ `�"��- —T.s_.�.�• _— " - Gwath mey _ Pratt Sc h ultz � ,ar�r,nec�a, ��. — 1000 S Frontc�e Rd W«t Vd, Cobrado 8169 Tak (303147b-TI47 Foe (303I 476-16t2 - t � � �/�j f . • 56 �� °` � � � ;` � `` `' � v � �.^ v/ � Z X �Z � Z � -0 � 0�. � �7 _ � � � � , �. . � !2 ) 2 x 1� � ��+ C2 ) IZ ' ML. l�' fZ) 12 ' !"iL, l � > c - - - I I _ � I � I � l3) 1� ML. SIMPSON N�1 H�4NGER ! f ll � � � - � m 2x8 � 16 ' �.G. � C = I � m l3P / , O : ^ U � � � ,.� � :� . �.Y � � � � Z .� " � > � � I �' � � -- ra r� � � X � , Q � I I 3 � Q .. f5) 2 x 6 GOL•I I � UP p„�F" ' ^ U� ONLY { � l g'� U , I � � �j !6 ) 2 x 6 GOL. � � i1P � I I � � ONLI' � UI _ � 3 � - • �D � � � + � l2 ) !2 ' ML. �LUSI-1 1i20 ' - 11 'i4 ' ) (2 ) 2 x 12 / � � � �, � � � t C � � m Q ^ � � ` , I I � - , � � � � � 20 � 3 " ) 12 ' TJIlZ5DF � � � lb ' O.C. � � � . Z ' TJI/Z�DF - � O II �b � o.c. �` , U _ 6 �p ^ � � �t1 � } ( IZm' - 11 ��{ ' ) � - - > — _ $ � 0 (Z ) 1Z ' ML. � 12 -j '4I I � � f12m ' - 11 ��4 ' ) � ~ . � • � � � > � I ! � � - . . � I � � 81MPSOhk Htl 1-IA1J�s�R .. � I I � � � . . � � .+ � Gaythr�ney/Pratt/Sch�ltz Archltects. P.C. AM Rlghta Reserved c3� � x t� � � ' Thls doc�ment, rnd the kJew ` � rnd dealgna Incorporcrted �� hereh, as rn hstnxne�it oi � � profeeabnd seMce, k the property of Gwathme�y/Pratf/ - ` � Schultz Architecfa P,C, rnd Ia ` �r. "� i wlthwt �e��ten aul�ortzatbn , � � N �' , oPf Edward M G athmeJy Jr., , - 1 n _ � Hanry R. Pratt or Sidney 5chulfz lV T � � – � � � x �s • tb � o.c. � ' � �.k1 � � � � � u � J— � � Q � � � � � � � 1 �1 � � � � � `� � � �, � � `r `-� � I /4 ' = 1 ' - m ' ��w, L 'L -Z�c I Z 811"IP90M HL �6 Date; 8 - �$ O- °I � `' � W/ l�) 3ii ' � BOLTS EA � � � �] � - ' � LEGt TYP. Z PLGS. R2VISeC� � O - I - � " � �� ,�„ � I � - 8 - °�•'y . 1, � INDIGAT�S COLUMN DOII�I UNLESS OTH�R W1SE TtOT�D BY'UP OIVLI" � . � � - 2 . � INDIGA7�S COLUMN UP AND DOU�I UNLE°v3 IT BEAR3 Oh1 g(, _ GONG�T� WALL oR �OOTINCs B�LOW x � -_ .,,�.��°".T 3. l ) INDIGA7E8 TOP OF BEAM �LEvAtION ,. ; . �: , �«:��.,. . . , xi' �, INpIGA?'ES TOP OF StRlJG7URAL FLOOR SHEA7HING �LEvATION ' ",�'"�°"'_ - 5. HEADER SHALi. BE l3) 2 x 8 UNLESS NOTED OTHERWI°,�. ��t�`p�{�1ALD��'7,�� .`�," •'' srE .�':±> '�. 6. G�LUMNS 5�+.4LL BE f�J 2 x 6 UNLESS NOTED OTH�RWIS� :� �'�. kF°•;�r�,, , : ct' � • � �. �XT�RIOR WOOD GOLUMNS BHALL B� GON7IMUOU8 FROM _ ' _ . . . � . • - = FLOOR t0 GE IL INCs OR �LOOR TO RODF. - 8, INDICAT�S IN7ERIOR SEARING WALLS, PLOOR � JOIST. BEARING LOGATION 3HALL LfNE UP WITH ' :; � � � � , � � � • - • ��` � i � . STl1D BELOW. � ;:` -: i' � � �� ,'irU� {;��-',`, ` . . � ., F •. . .• C)'�� `�� '�m.•� �,.. a . 'r n�... . t�+3 �1�Y� i�°� � �~ Y .� 1 � � 9. EXT�RIOR STUDS 3HA�1. B� SPAC�D 2 ' -� ' O,C. FOR W . SHOR7ER TH,4N 1m' -fa'. STUDS 3HALL BE 9P�4�ED lb ' O.C. FOR UJALLS 5+-IOR7ER THAN 1�' - m' AND HIGH�R 7NAN ]m' -m' � � s im. ALL BEAM/BEAM AND B�ANt COLUMN GONN�GTIONS .°,NALL BE MADE WITN 511'1QSOM 8fiE�L PLA7� GONN�CtORB L1NL.E88 N07ED � � OTI-lEWf S�. n � ��---------------------- ----- - --- '-------------------.DAT ��' �-�_. � Sheet I�k.ur�ber Il. GONTRACTOR SHALL 01/�RFRQi'1E 2 '- fd' - --- PLAT�ORMS IN WEST BEDRDOh1 . � -<--�_ � .. . - . .��. - - , _�� ___ . ,, ; � _ J � / . - ! _ � _ ____� . -- -- -- - — - - � � . Gwatl�rr�ey _ � Pratt - - Sc h ultz " ,�r,ff��, �.�. i000 s. �rc�e � w�r Vd Cobrado 51657 7e! (3031476-1W7 ' Fme 1303) 47h-1612 ., � � _ , C2 ) 12 ' ML. !3) 2 x 6 . ' i '"""��„""'"�' . ;'�`'�"� STUB COL - _ , � �� C2 ) 2x12 l2 ) 2 X12 � � T56x � xii{ ' � � BNT. 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X � � 0 � � � � � 2'�-t� i �35 . _ � 3 � _ �� }o. � . � - � ( N _ sd � � � u — l ru ° ' . � I � I (31 1't x 8' " ( . - - - - - -- -- - HP BEAM (3) 9�i= ' ML_ � s H�4NCs�R � • L,4Cs $OLtS �R.J Q' ROOF SHEATF�WG RE: PLAN I I f2 ) IIZy ' ML. � l2 ) 11� ' ML. ,�• � � l2 ) � XIZ f212X12 � �'L � � � I � J � STlafEhER RODF JolSTS �'� � + � c t n �� N l`�' X N X � Gw�aYth�mey/Pratt/Schultz ' {Z I � cY r� � Archltecis, P,C. -� ��L X � � I Ah R18hta Resefved ! 3J lZ ' M�. � � + c� + '.�..�, �j � 7 , � -• Thle document, rnd the Ideae x �� and deelgie lncorporated � X 12 Z�` O.C. � �eh, as an hstniment of � �31 7 X 10 pr�fopert�y af Gw�athm�eyt/Pratt/ ( Sch+�ltz Archltecta, P,C, and b not to be ured, !n whole or h � � �outrthe wrlNen wtho�riztatb►r � f 21 2 X 12 f 7 ) 2 X of Edward AA. Gwathmay .k:, 4 • 2 X 12 � 24' O.G. n Henry R. Pratt or Sict�ey Schuttz -� -� ' $� � . `' (3 ) 4 X 12 `' � � 2 � � . � L..� 'SI"P°aON L'S'SU 7YP. DCJ�2; 8 • Q " � � FiAN�E,RS u (3) 2 xb � • � � � � T � o � � RooF s�P►T� stuB co�.. Re v l se c� I o - � - I � T � � � - 8 - `� 3/4' = r-o �oc,c ROOF 'SF�THNG BLOGK11�iG , ' • . � IL�s�PLA_IOtST3 ROOF 'SHEATHNG WL�D�D�ER F�RA�G SOlST� GLU-LAM RIDGE AT 'SM�"PSON W HAl�kGERS �,M �: � � O O � � � � 1� � 1�1C� � � � I�L 1/4' X S' X 14' - ` STEEL SIDE PLATE KOOF JOISTS ,unn,� Q rs1 . . � . . �.�` �;A! D ''►, THRU-BOLTS: WELD RE.� PLAN l /� = I - � ., �� t•� . � • � r � • �' �i . TO SADDLE � � • '' kt�� p. s� iZ " � � a 5� � � � :�,�. - � �t � � + ' � � � � ?� = • • ' BEVELEO PL/1TE . R�QO�F H?l3h11NG NOTES _ • ' Ht • 9 • - � ,; - �� o � �,y'�-� � �.., ;.,� � . i. ALL RooF s�oPES �.L B� �: r1 0 , _ . . RO�F JOISTS 2_ ROOF JOIST SHALL SE 12 ' TJ �135DF � 2 ' -fd ' D.C. UAN. � ; �;:� , �� , � REa PLAN 3. R,DO� SNE,4tNihlCs °�L BE 3'i ' 148/24 SPAN RATMCs) �. �' '•: � �.� �,• .;: ,j � EXTERIOR STUD FASGIA M.L. BEAM •'9J� v� •C�-;Z'��•�` ; IZL�s AI�GH. � '.� r41�Cl�l PLAN FOR dEAM AND PLATE EI.EvATIONS �. �- ' {� ''+ � , � n „ ►� s`' � � WSF�ATHNG� � RE� PLAN 5_ 8EE SHEET S� FOR dDDIT[ONA� F'R�MMCs 1�TE8 BY----------------- ----• -- ---._.------..QAT �_ . .� i � � � EXTERIOR 'STLJD _ ..-- -- -- � �•- -- _ � ` LJfaL.L W/ SHEATHNG � . � . _,, � , � - � . . , . - �1e2� �llTlb@f - S � GT � 01`I 2 � � GT � a1`� 1 _ __ _ , � 1/4' X f—G' X 6' T.S. BENT BEAM �/'f� n' 1'—D , 3/4' � !—D . - . ° � (?�� /2' � X 4` W/ S 1/2' 1..1DE . - _ �� AT 121DGE � LAG—BOLTS , _ _ _ �: =� (43-2XG , - �°� � � T � oN 4 { �14' - f-o -� _> . \� I ,. , � ' BLOGKWG RE: PLAN Gwa#hmey 2 X TREATED QLATE W/ WA ER'W% SHEATH. RE: PLAN D2NEWAY �'-O FLOOR SHEP.THlNG i/2' � X t0' A8. AT 3'-O' �.C. � A7 2'-O' X � � �Q�� FLOQ2 JOIST Z X TREATED � FL002 S�-IEATWNG SC h �.JItZ • 2E- PLAN W/ l/2" � X 10 N EXTE210R ANGF�02 BOLT AT 3'-O" � �ff��. P��• � SHEATHINC �•G- ' � . ' ,E,■ 1000 S Fronta�e Rd We.t g■ • ' ' ' • Vd Cdorado 81657 . (2)-�S � a Tok (3031476-Il47 • � � 4 Fmc (3031 476-i612 (2)-#S - (z)-�s cot�rrn�U U - #S AT 2'-O' . � f — = III � � . , � , ' GRAVEL BASE FL002 JOlSTS 2E: PLAN . #S AT 2'-O" _ � • FL40R Sl�iEAT�iING � � � . , 2 X 4 KEYWAY #� AT MIt7-HEIGHT Z X G lNTERIOR O.C. VERT_ . 2 X G TREATED W/ �EARING I.JALL � ■ 1/2' � X 10" ANGHOR - ��I . • • �S AT 2'-O' O.G. HOfZ. � � AT 2 -O X ' RE: PLAN BOLTS AT 3 -D' O.C. • - , • • - LEGS 'I . � Q � P.LTE2NATE '�i (Z�_�r _ � F �S AT 24' X N L FLOOR J�ISTS iv `�DES ' �II III= ;4''�' a ! - � 2 X 4 KE7WAY <o° <o° SLAB ' fzE: PLRN = q � �. ' �: � ' � RE: PLAN BACKF�LL TO TOP ON GRADE � �°� � �� _ 1 1/2�1 . , ;� � � OF F04T�IG NNN. RE: SECT{�N 3/SS r RE: SEGTION �/SS � ��I � • � ��II � � ' ' . • #S AT 12 O. G. .. ��r ' �S AT 2'-O` _ � �� 3 II� . , • . _ � VE2TICAL (2)-�S GONTWUOUS `� . � � O.G. VE2T. � _ . �.� -111 II�1 � _ , . ' � III IIII . RE: PLAN � � o '�� . ^ IIII � � � ' . ' cz)—�s � r ' .n . � ��Z' ISOLATION = III IIII • V � � T I O � 1 ' � . : ' � . .—� . r � AT 2 -O O.G. JOWT #S AT 18 HOf�. GOI`�PAGTED � -' -• ' VERTIGAL ' REs I'LAN ■ � � � ' . � GRAWLSPAGE 3/4 3 1 -O • • • • � ` 4' EXTE2102 SLP.B , � :-' �6 AT Z'-O' O_G. ON GRADE I.J/ W_W.F. . 6AGKFILL - � ' HORIZONTAL � � � T I O N � #S AT 2'-O' O.G. . �' ' � � � � , ' • . 3/4' = 1'-O � EXT. STUD WALL � ,� � AT 2'-D' O.G. � °�` N = W/ SHEATHING - HORIZONTAL ' 2 X 21PPED T2EATED PLATE (Z)-�S GONT. - . Z X GONT. T2EATED � � - - v ' — `� — — — —. y — W/ !/2` � X 10' A.O. AT 3'-a' a.G. �• � W/ 1/2" � X 10' � . , �- _ . . . . I� _ A.B. AT �'-O' #� AT 2'-O' O_C. H�1�, i � _ •. � ' FLOOR �OIST • ' �' • �:,'' � . ;!pg b+.�0 = q EXTERIOK RE- PLAN = ' .�_ � ' �t6 AT 12" O.G. . � = SHEA"EH�iG � � • • �5 AT 2'—O" O.G. VERT. � - � � 3� : • � �� — , _ C . � � illl � .��r III�II , : , � m . i I '�� (Z)-#S . N �:. : . � 1/2" IS�LATION JOINT � �. ' _ � GONPAGTED 4 GRAWLSPAGE � C� � . 10 ;s� -y°•� — I�II = (2)-#� MAT H VERT. REMF. BAG�CFLL _ Z X 4 KEYWAY 4' SLA6-ON-GJZADE seS4 5`it?�T Z'-O" O. C. _ _�� ' ' — — . — . W/ W.W.F. ON 4" �� . — . . ' - �I� I�� -{�I �{I� 1-EGS O LT.SIDES — _ (III :�. � - • . GRAVEL BASE , j��= � � = SIf"PSON TOP 2E: PLAN � L =! — . � - �� , ;� �S A'f 2 -O � FLANGE IT HRNGER nf � IIII � r.. '` O.G. �/ERT. �' � � , ;�f' � � � _ , - �2�_� � � � --� 1 � � 4 � - . � � . . . �s a-r z'-o" o.c. HoR. . _ , - . • ' - - - - = - - . � �� . ' . . — ('�)-�S � . � p 3 4 1 -O -�� ' • � � � ' �� • � ;rQ� ib:�ps. d = _ �� AT 24' X � � • 1 Zy � • � � - � 1 ' .�i . � _ , , . - .�.,� - �� 4' b 2 X 4 ICEYWAY G" • _ = ' I iZF :P1.d+� 8� � RE: PLP.N OACKFILL TO TQP — — 2 X 4 KEYWAY � � ` - ' . � �� b . — . ' , _ � OF FOOTING � =III II�� . "'�" � . . _., . - II�—(2)-� ' MIN. Z X �1TERIOR RE_ PLAN �� . .�,. , . � ' BEARING WALL (2)-� COIJTII�WOUS " , �"� -� � : RE: PLAN . ' jII � III GRADE W/ N 2 X TREATED PLATE U � � � � p • W.WF. ON W/ 1/2' � X 10" � � O '" • � 4' GRAVEL ANGHOR OLT AT S � � T � o � 2 . . - . s � � T � o N 1 � s � T � N 11 � _ �z�_� BASE ��_� o.�. �/�.' _ ��-o �/4' � r-o (f� lil I11 III � 3/4' - �'-0 2 _ iZE: PLAN , • • - - � � �- - � •- - - - =• . � S � � T � o � 8 . . � � . . � �-� �� r - - � - - - �— - - - - � . . S/4' a 1'-O 2 X T2EATED PLATE Wf ' . ' ' :- �;� �. • • ' �I' III 1� FLOOR BLOCKMG 1/2' � X 10' A.B. AT 3'-O' O.G. • . . , = , AT POST W WALL I.�.IOOD POST — � WSTALL FLANCEra fzE- PLAN SHEATi-NNG FL0012 SHEP.THaJG � _f�I ��j �� - OF BASE TO FiT BLOCKlNC INTEfZ1012 BEARMG - IN WALL. WALL _ SINPSON LGB f3)-� 4r RE: PLAN G' POST BASE GONTINLJOUS . �-�'orl � �VEtZ� e�� l�-1 aTA2-P R.•d+ F i ►rl c� RE: PLAN X�+ • I � RE • ,�.r� GONGRETE SLAB • �• � � � T � � � � • ON GRADE EAGH WP.Y � RE: PLAN I W.WF. 3�`F" = 1'-� RE: PLAN - 2 X G GONT. FL002 JOISTS � �opyr+ghT - - Gwathmey/Pratt/Schukz TREATED. W/ RE: PLRN All R�ghte Reserve�d ArchRecis, P.C. 4r ' � '� � � .— t � — — •� 1/2° � X <o' STUD WALL � ` j � G� �� . • • , • ` J � . , �, ��i �: A_B. AT 4'-D (LOP.D 02G.) FLOOR SHEATHMG ' � . • . • • — � ) — or,d deelg,s ncorpona+ed 2 Z,x I'L E'bG E rnb ��,r, � ,�e � FL002 JOISTS �H here�n, ae an hstrvnent o/ -IIII I.JALL W/ SHEATHlNC � ' �chuftz Archnects, P.cYand � FLOOR J�ISTS 2E: PLAN of Gwothma /pro�ti - _ =II� EXTEf210R STUD 2E: PLAN 1�2° WALL �CL�� H .�� ' p'o�d oerv�ce. �a tho G' RE: �LAN G' � �Ot� `�IpE }� P�N - not to be uead, in whde or ki ONLY) � . I� H w�Nhou«theYwm� a�u�M�atrtallo^ . s � � --r � o N � R� . �� of Edwad M. Crwa�mey Jr.. . • � He�ry R Pratt or S{�ey Sch�!!z, 3/4" � P-O REIT�. GONC. ' W �� FO�TWG BLOGKING AT 4'-O' O.G. � '`�� ` 2x� 4" GRAVEL BASE - . W/ SINPS4N A�S CLIPa RE: PLAN • • . ' NP.IL AND GiLUE SHEATHING � Zx C�� TEp BEA21N 2X� TREATED � � ' � ' _ TO 6LOCKING AT 4" O.C. �,.�� (.�) - �� S. , ��~� �i . S � G T 1 D 1`1 14 Z X � � w, „z � X �o �� . . {2�_� �o�. , wP.�� — cz)-�s , � �� I--INso�-I. c� DcJte; 8= t '.,5 - °I� ANGHOR 60LTS = � � � — '�/4' = 1'-D AT 3`-O° O. G. � Co ` , 1°SP+�1� ( = III RE: PLAN II�� ' - R@VIS2C� �j - � Q - 9 � � FLOOR SF�ATWNG . 2 X b TREATED pLArE =III W/ �/�� X 10' ANGHOR . � � '9 '� BLOGKING FLOOR ��ISTS . . BOLT AT 2'-O' O.C. 1� (� EXT. STUD WALL RE: PLAN � 1..1/ S�IEATHING {2)-#S —II� #5 AT 2'-D' O.G. I I - $ - � 2 X GONT. TKEATE� (Z)-#S GONT. - II� � i-IORIZONTAL /` �) ' � �� W/ 1f2' � X iQ' . _ _ A.B. AT 3'-O' O.G. . 11 q . • E�T G�2�-0' O.G. � #S � �8 �.G. T1�Q. _ • � ��} �� VG1�'� � . _ I . #S • 2'-O' O.G. VERT. � #S AT 2'-D' O.G. ` VERT[GAL GOMPACTED �'j 't'��j '�S � ;pE� ip�� III� II � i{ BAGICFISPAGE � . • 4� SLAB-ON-GRADE ON ' . ' 1/2° ISOLATION J�INT . �� ,•� �� 4.+,. ,,��n�a��, #S AT 2'- 4 G2AVEL BASE �tS AT 2'-D' O.G. � -,.� C�� ' �� . _ Z � � �, �c.� • - s �. •�.��+ C . T REIt�. HORIZ�NTAL ' ' 4" SLA6-�N-GKADE _ � _ _ � � � EGS A T.SIDES . W/ W.W.F. ON 4' GLU LAM BEAM : �� : � . RE: PLAN _ � - GRAVEL BASE Z X 4 KEYWAY #S AT 2'-O' O.G. � � _! �5 AT 2'-O' O.G. SII"PSON PG � ; � . N GM . = - — — �.— �— — • ' FOOTINETE � , GOLLJMN GAP � O - ;,��'�� 5;�'� ,, �` i T � � r , • 0� O � 00�0�'Ob� • ' � — — � � � — RE: PLAN ' RE: PLAN N '�,�f� �i :: •�'��;��•` . „ . �* W04D COLUMN � `� ��f ,t t = III • - . IIII +'' . .r.Q� �.. p � s��SON �S E�lI G , � ' 1��,�►.�,�+�� , . . . — • N ' • 1/2' iSOLATION JONT � . ' _ . • ` " � ' � _ . ��{� . , . • ' ' � . � - . • ' � p _ ' � : rl.d ti — z x 4 KEYWAY � ' ' _ �-- (z)-#s . � ' . - . ' . � . " � ' � � f{E! ll� IIl1 (Z)-� -- ►�1 � =III RE: PLAN � . • � • , • • • — _ . � (z)-i�6 GONTINUOUS � • • � � � ' _ • ' _ _IIi fill �E ' $heet N�xnber r _ o RE: PLAN II� III� RE: PLAN =�II III REs PLAN ` � . ' �. � ■ '�. � - j � - � - _ _ � a 2 � � � IoN 10 � � � T � oN 6 S � � T � . f - ��- � � � � S � GTION 15 S � T1 1`1 1 . _ , T M s : � - _ _ - � �/4' = 1'—O 3/4° = 1'—O �/4 — 1 —O �/4° = 1'_p � � lt � - - _ � . Q� 3/4 P—O Sj_ 0 r � ""�--.. . �- - + _ . . ' < . !._�.__�.......__�QATEJ .... .�� - U �� ,/, qm BY-------►— �o � - _ _- - �{ . 5. _ � GENERAL NOTES � � � � � � �� Gwath me A. ROOF 8fl PSF EXTE210R STUD WALL LJ/ y . - SHEATFiING P rat # B . TYPICAL FLOOR 40 PSF 2x�2 LEDGE2; cuT INTO SC I'1 UIfiZ STUD WALL � W� Np , SIMPS�N IU HANGE2S P� Archltecte, c. FL002 SHEATHWG 1 . BASIC WIND SPEED 80 MPH EXTE2102 t000 s. �ror,foge Rd West fzE: PLAN ROOF SHEATHING FLOOR SHEATHING Vd, Cobrado 81657 STUD WALL Tet (3031476-i147 2. EXPOSURE C W/ SHEATHNG FLOOR JOISTS 200F JOISTS Fmc I3031 47b-1612 D . EARTH�UAKE ZONE t 2E: PLAN 2E: PLAN W/ 2E: PLAN 81RDSMOUT�-I GUT AT 6EAM 2. NON-STRUCTURAL ELEMENTS : 6LOGKiNG . A. ELEkAENTS SUCH AS NON -BEARING PARTITIONS , ETC . ATTACHED TO 6LOCKIN AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE IN�O ACCOUNT MiG20-LAM DEFLECTIQiVS AND OTHER STRUCTUR/1L NOVEMENTS . , BEAM E: PLAN 3. FOUNDATIGWS : A. MAXt� UESIGN PRESSURE 2000 PSF � f3. CO �O FO�LO�IV ALL TiECO �;AIJE�JDATiQNS t� SOILS REPOFi�f SOFFIT F2AMING NQ� �+1TERMOUNtAIN ENGI�VECRING LTD . DATED FEBRUAR '! 1993 . _ - FLOOR JOISTS . R� � �� - 2E: PLAN 2 , �� ,.; C. /\Ll. FO€'i� BEARING CLF.Ni�TIGi�� Sl�v�rv ��, l�RE nS3li �JED . EX/1CT E3El1RING I SIMPSON iU �'� � "� HANGE2S ,, �� ,. � - ELEVATiQ:� SHALL BE VERIFIED � �J TH � FICLD WlTH ACTUA� CONDITIONS SY • .� .. CONTRACT€)R WITH APPROVAL OF SOlL � ENGINEER AND ALL BOTTOM OF STEEL 6EAM �� _- � �`� a : : FOOTINGS SH/1LL BE A M � NIMUM OF 48" BELOW EXTERIOR GRADE. r�E: PLP.N �/ M_L_ BEAM ;� 2 X TOP PLATE 2E: PLAN ' =�` W/ i/2� � BOLTS � ON O� � G I � I I � •./ � � I D I I D . ALL FOOTINGS ARE TO � E �'•U10ED G � J F� n�yi , U+JDISTU �iE3ED , NIITURAL SOIL AT 2'-0" o.c_ � � T I I I I � T T � OR PROPERLY COMPACTED BACfCFILL , APPROVED BY THE SOILS ENGINEER . � BACKFiLL SHALL 8E COMPACTED TO 95% (MINIMUM ) STANDARD PROCTOR ��4u = ��-� 3/4" = f'-o �/4" = 1'-0 DENSITY UNLESS OTHERWISE RECOMMENDED 1N THE SOlLS REPORT. IF SO�T EXTERI02 STUD I,.IALL W/ SHEATHING SPO�S ARE ENCOUNTERED REMOVE SOIL AND REC01u� PACT WITH APPROV� D , FILL. ( RE : SOIL REPORT FOR DESCRIPTiON OF BEARING SOIL. ) 3�B„ E� DEGK JOISTS RE: PLAN 8� �Q� PLATE W/ 3/4" 2E- PLAN E . DO NOT P�CEf3tiCKFILL /IGAINST Cti�;JJLSPACE WALLS UNTIL BASEMENT � x 5" LP.�- z X DEGKING FLOOR nND F�T �=�OOR ARE IN PL/1CC . A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR , COAST aoLT INT� M.L. REGION VISUALLY GRADED AS FOLLOWS : FLOOR DOUOLE F. CENTER /1LLf�kiTtNGS UNDER WALL�, C �LUMNS OR GRID RE: PLAN SHEATHING R1M �o�ST LINES UNLF�ERWISE NOTED ON PLANS . 2" THICK - 4" WIDE STUD tb = 80U psi �' � """'�"""�� `�°" " ' ''` "' ' ' ' "' `""'`'�'"' ` ""� � ��"' - _�- .: 2" THICK - 6' 8 VV�pEFi NO. 21b = 1250 psi ' ' I G . CONT}�ACT ' �ftCVIDC, � AT HIS E '/, PCNSE , FIELD DE�JSITY TESTS ON 3" THICK - 6" � YVIdER NO . 1 ib = 1300 psi � � W c _ COMPACTE� � (ii lu��i FGO i 1iJG i /,i: � I � J�'C �ilOf1 .`'iLAEIS -ON-GRADE . A h10TED ALLOWA�,.E STRESSES ARE MINIMUMS ANQ FQR NQNREPETITlVE �e , ( 1 O MINiMUM OF ? PF �iEi +i/�TIVC TE�T,^� SEI/�LL f> E TAKEN FOR EACH FOOTING • USES PRIOR TO AILOWABLE STRESS INCREASES . `r iZ" M.L. `J -- AND SU1t3-Ot /1DC . - 21M � m B . PROVIDE 1 X 4 CROSS BR1DGfNG NOT OVER 8' ON GENTER FQR ALL WOOD � F�ooR �- H. �1QT1FY �Q+L� EIJGIiJE � �i ::�; �ra � xc:�V�1T10� J i3 COMPLET� D SO THAT CONDI - JOISTS AND 2X SOL�D BLOCKING BETWEEN JOISTS AT ALL SUPPQRTS. �t JOISTS ! ' ' > �' RE: PLAN W � TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . FASTEN ALL WOOD MEMBERS WITH COMMQN NAILS ACCORDiNG TO THE _ FLOOr� Q "a UBC SCHEDULE UNLESS OTHERWlSE N �T�D . � SHEATHIN� � 4. CQNCRETE : C . LAMINATED BEAMS '� Z� �� 1/4' x 5' x 1'-8' � STEEL SnE PLP.TE � (n 1 . AL� LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR EACH s�E W/ A. A�.L CAST- IN- PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH � 4�_��2" � CEMENT, STONE AGGREGATE AND SHALL _DEVELOP 3040 PSI COMPRESSIVE WCLIB. ALL SIZES SHOWN ARE NET. STEeL �EAM THRU-BOLTS � c STRENGTH IN 28 DAYS . 2. LAMINATED MEMBER SHALL BE DETA� LED AND FABRICATED 1N ACCORD - 2ExpTOP PLATE m ANCE WITH THE STANDARD SPECIFICATIONS F4R THE DESTGN AND �AB- W/ 1/2° � aoLTS DECK 6EA - B . THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc1 �5 33 f'c RICATION OF STRUCTURAL GLUE LAMINATED T� MBER , LATEST EDITION 2E: � PANM AT 2'-0° O.G. FzE: PLAN � � (OR 57 , 000 Pc NORMAL WEiGHT CONCRETE) . AS PUBLISHED BY AiTC. 3. PR�VlDE UNlTS CON�ORMING TO AITC 117, 22FV8, D. F . FOA C�NTINUOU$ } - � z � � C . CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS . MEMBERS AND CANTILEVERS AND 24FV3 FQR SIMPLE SUPPORT MEMBERS. � Q JOINTS SHALL BE S�'ACED � 5 FEET AND CUT 1 " DE�P X 1 /8" WIDE . MEMBERS SHALL BE DESIGNED WITH ZERO CAMSER WITH TOP SURFACE � � � T � o N � � � G T ( O � � � O � CLEARLY STAMPED ON EACH MEMBER . O O D . SLABS , TOPPING , FOOTINGS , BEAMS AND WA�LS SHALt NOT HAVE JOINTS IN 3�40 _ ��_a 3�4p - � -o � rn � J A HORIZONTAL �LANE . ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD D. �LYWOOD DECK AND/OR WA�El�BOAR � V / O POINT Of SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS w U UNLESS OTHfRWISE SHOWN. ALL CONSTRUCTI�N J � INTS SHALL BE AS 1 . PANEL THICKNESS SHALL BE AS SHOWN QN Tt-IE DRAWING . APPLICATION _ DETAI��D OR AS REVIEWED BY THE ENGifVEER . SHA�L BE IN ACCORDANCE WITH RECQMMENDATIONS OF THE AMERICAN O PLYWOOD ASSOCIATION . ` _ E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN , 2 . EACH PANEL SHALL BE IDENTIFIEO WITH THE GRADE-TRADEMARK OF GLU-LAM BEAM � � 02 MIGRO-LAM J - ACCQROANCE WITH ACI BUILDING CODE 318-$3 . UNLESS NOTED OTHERWISE THE AMERICAN PLYWOOD ASSOCIATI �N AND SHALL MEET THE REQUtREMENTS FL002 SHEATHING Z X � BEAM RE: PLAN Q � - AL� EXPOSE'D EDGES OF CONCRETE WORK SHA�L HAVE �/r2 INCH CH�,MFER . OF U . S . PRODUCTS STANDARD PSI , LATEST EDITIQN FOR P�YWOOD . ALL �aA 21NG O Q " USE STANDARD HOOKS ON �OWELS UNLESS OTHERWISE NO'fED . PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO FL002 JOISTS � _I � THE WEATHER SHALL BE OF TH � EXTERIOR TYPE . 2E: PLAN 5. f3EINFORCEMENT : 3 . FOR FLOORING USE 1 t /8" T8�G STURD - I- FLO�R SH �ATHING NA1L� D AT 4" O . C . 2E: PLAN BLOCKINC • � ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SU �PORTS . Z x � TOP � A. ALL REINFORCiNG SHALL BE HIGH -STRENGTH DEFORMED BARS CONFORMING TO 4 . FOR ROOF USE 5/8" {48/24 SPAN RATING � EXPOSURE I SHEATHING NAILED AT 4" PLATE FL002 ' ASTM GRADE 615, GRADE 60 �XCEPT TiE�, STIRRUPS AND PLATE ANCHORS WHICH O .C . ALONG PANEL EDGES AND AT 12" AL NG INTERMEDIATE SUPPORTS. � SNEATHING SHALL BE DEFORMED BARS , ASTM DESIGNATION A6i 5, GRAD� 40. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1r2� EXPOSURE 4 SHEATHING ' � NAILED AT 6" O . C . ALONG PANEL EDGES . ' B. ' WELDED WIRE FABRIC SHALL C�NFORM TO ASTM A185 AND SHALL BE LAPPED 6. DIAPHRAGM SHEATHING SHAL1. SE THE THICKNESS SHOWN ON PLANS , ONE FUL� MESH A� SlDE AND END SPLICES AND WIRED T�GETHER . WITH THE FACE GRAIN PERPENDIC �JLAR TO SUPPORTS WITH END JOINTS STAGG � RED. . C. REINFORGEMENT PROT�CTION : 7. INSTALL SU�TABLE EDGE SUPPORT BY USE O� PLYCLIPS, TONGUE AND O Co{�yrlght ' Gwathmey/Pratt/Schultz Architects, P.C. 1 . N RETE POUR�D AGAINST EARTH 3� GROOVE PANELS OR SOLID WOOD BL CKING BETWEEN SUPPORTS . I l� All Rlghts Reserved 2. CONCRETE POl1R�D IN FORMS ( EXPOSED TO WE�THER OR EARTH ) 2" ` _ _ _ _ _ _ .3. COLUMNS AND �IS (T1E $ARS) 1 . � /� E . PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED QN THE DRAWINGS � Th�s documenT, and The �deos ' 4. SLABS AND WALL� y�OT EXPOSED TO WE�ITHER - AND SHALL BE "TRUS-JO15T" AS MANIJFACTURED BY TRIJS-JOIST COMPANY . � , and deslgns �ncorporated 1�� 3�4 a hereln, as an insTnxnenT of ALTERNATES SHA1.L BE REVIEWED BY THE ENGINEER . WE$ BLOC �CING AND I � professlond ser�ce, Is fhe property of Gwathrr��y/Pratt/ Schultz Archlfecis, P.C;. rnd Is not to be used, In whole or In D. NO SPLiCES OF REIl�ORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR BRIDGING TO BE AS REOUIRED BY THE JOIST MANUFACTURER . _ AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES WHERE PERMITTFD SIMPSON IU FL002 JOISTS P° Y �' � � rt, ior an other o ct � ' F. PROVIDE BRIDGING PER MANUF/1CTURER'S RECOMMENDATIONS UNLESS OTHERWISE I HANGERS wlthout the wrltten a�thonZat� SHALL BE A MINIMUM OF 3fi BAR DIAMETERS UN�ESS OTHERWiSE NOTED. MAKE � � RE: PLAN oi Edward M. Gwathmey Jr., + � x � Henry R. Pratt or Sic�ey Schultz. ALL BARS C�NTINUOUS AROUND CORNERS. NOTED ON STRUCTURAL DRAWINGS. WQOD TRUSSES SHALL BE DESIGNED TO FULFILL STEEL BEP.M RE: PLR 3 2 1/4 STEEL BEAM STRESS REOUIREMENTS AND/OR tOADS NOTED ON DRAWINGS . SHOP DRAWIMIGS �.JfM Z x ToP PLATE W/ I SEAT W/ 1/4" I,.IEa BLOCKING 1/Z � �oLTS AT 2 -D" o_c. MIG2o-LAM BEAM E . PLACE TWO �k5 ( PER 8" THICKNESS ) WITH 2'-0 PROJECTION AROUND ALL SHAL� INCLUDE CALCULATlONS AND BEAR THE STAMP OF A REGISTERED ENGINEER . ' f ST EE OEAM: W/ fZE: PLAN OPENINGS IN CONCRETE WALLS , SLABS , AND BEAMS. ALSO PROVIDE TWO � � �l T ( O � � N M_� OEAM �OLT � � � T � o N � #t5 X 4 -� DIAGONALLY AT EACH CORNER. G . MICRO-LAM MEMBERS SHALL HAVE THE FOLLOWiNG STRESS CAPACITlES: � I Fb = 2 6 0 0 P S 1, E = i ,8 0 0 , 0 0 0 P S I , FC1 = 7 5 Q P S I , �� = 2 8 5 P S I . 3/4�� = r-o 3/4° _ ��-o Date: S - 30 - 93 F. ONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE /!� i SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS . Revlsed; lo - � - 3 g, rFNFRAI : � G . PROVIDE ALL ACCESSORIES N�CESSARY TO SUPPORT REINFORCING AT POSI - A. ENGINEER'S ACCEPTANCE MUST BE SCGURED F� R ALL STRUCTURAL SUBSTITUTIOIVS. ��ocKiN� ; kt T10NS SHOWN ON THE PLANS . ALL R � INFORCEMENT TO BE HELD S�CURELY � � IN PROP�R POSITION IN ACC �RDANCE WITH AC! 318-77. B . VERIFY ALL OPENINGS THROUGH FLOORS, R�OF AND WALLS WITH MECHANICa� AND DEGK SHEATHING , �' - ELECTRICAL CONTRACTORS . VERIFICATfON QF LaC{ITIQNS, SIZES, LINTELS , A�D �,.1/ WP.TEfzP200FING EXTERI02 STUD WALL EXTERIOR ' �' 6. STRUCTURAL STEE(,: RE(] UIRED CONNECTIONS ARE CONT�iACTQR'S C4MPLETE RE�PONSIBlLITY. W/ SHEATHING WALL W/ EAT�-IING 2 X 12 2lM FLOOf2 SHEATHING STONE PAVE2S FLOO { � C . PROVIDE ASPHALTIC MAST�GCOATING ON ALL STEEL AND WOQD EXPOSED TO THE � SHE �,, �11NG, A. ALL STRUCTURAL STEEL SHALL CONFORM TO /1STM SPECIFICATIONS A36 EXCEPT EARTH . coNCRETE TopPiN PIPE CO�. UMNS WHICH SHAtL CONFORM TO ASTM A53 AND TUBE COLUMNS TO � 2E- A2GH. DEGK SHEATHING � ASTM A500 , GRADE B , LATEST EDITIONS . ANCHOR BOLTS SHALL BF A307 STEEL AND I,.I/ MOISTU2E 2E: PLAN MISCELLANEOUS EMB�DDED ITEMS SHALL BE A36 STEEL. D . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEE �3 FQR REV [ EW OF ,A�L , aA�R�ER STRUCTURAL STEEL . THE MANUFACTURfNG QR FABRICATION OF ANY ITEMS " ' ' ' ' '" •� ' � � � ' �� =� = � � � ' � f ' " " ' ' � ' o''-`�'� ��` �ij"'�• 3 � �,.. , � : , .. . � ♦ t` �;, e . „ � �`%r.;^!� i PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK "�., E � �;. , • � , � �. , :, r. B. STRUCTURAL STEEL SHALL BE DETAILED nND FABRiCATED IN ACCORDANCE • - �� t -��'• _ �� y - � v �e �,=' ,y WITH LATEST PROVISIONS OF AISC " MANUAL OF STEEL CONSTRUCTION ." , OF THE CONTRACTOR . . ^ q ' o � � , � w : s C . UNLESS OTHERWISE NOTED , USE STANDARD FRAM � BEAM SHEAR CONNECTIONS E • WATERPROOFING, VAPOR BARRIERS , WATERSTQP , ETC . , SHALL SE AS SHOWN � FLOOR JOISTS �. � � P # 2E: PLAN •' i° • ON THE ARCHITECTURAL DRAWINGS AN� AS INDICATED ! N THE SPECIFICATIONS. HEP.DE2 , , `*�, +„4cr�;=� �A. � � 'y;� WITH STEEL BOLTS OR WELDED EQUIVALENT . SELECT CONNECTION AT EACH � BEAM RE: � oft;�_� a�? ,��t s'�, -;.�` *�. PLICE TO SUPPQRT 60% THE TOTAL UNIFORM LOAD CA�ACITY FOR EACH GIVEN M.L,_ 6EAM PLAN �,: � ,_ - w�`R . ; 1, F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHEClCED AGAINST FIELD 2E: PLAN �p �,�=�a;� �;,,�te�lt BEAM AND SPAN . ARCHITECTURAL DRAWINGS . D , MINIMUM WELDS TO BE AISC AND/OR AWS E3UT NOT LESS THnN 3/1fi" CONTINIlOUS - • " �R FlLLET UNLESS OTH� RWISE NOTED. - • ' ' � s ,y �� • RE: N E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING STEEL �EAM DEGK �oISTS ; •r`'' MIG2o-L M SOCIETY STANDARD QUALIFICATIONS TESTS AS DE�AILED IN AWS D1 . 1 . 2E: PLAN Wf 2E: PLAN � � Sheet N�r�ber Z X TOP PLATE " ^ ,� F. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND W/ �/2" �� BOLTS � ;�`'� E I ALL CONSTRUCTIOI� AND/OR WIND LOADS UNTIL ALt FIELD CONNECTIONS ARE AT Z -o o.c. � � � ��.,� ,� : � �.�„ ; COMPLETED AND SI-I,�AR WALLS OR DECKS ARE IN PLACE . � _ � � GTlaT`I � � p S � T 4 7. NON SHRINK GROUT: 3/4 = 1 -O 3/4 = 1 D � �� € � , t A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS : � t� , - 1 . BE�INEEN STEEL COLUMN BASES AND FOOTINGS . � Y"•'"•"""��w•� ��.w,»..-...,W..._..�DATE.��_ ��_ � �� _ - _ - - -" . - - ' - - - __ - ' - ' _ - _ ; _ _- '�- ,. �� - .r�_ . s _ ~i . . . � _ _ _ _ _ _ _ - -� �'r , ,' r �- _ _ � _ - - � � _ �-� - . � ' ' ' - . ' . � - � � . . �/!�� r. i , -- " � � j - - - - . . y - - ' ' . J_ � • _ �� . . _ - � • - � . �; - � _ i ,� _ , Gwath mey - - � D I� AVII � N G I N D E X P ratt � � Sc h ultz � - A � CN l TECTU � AL STRUCTURAL � A��hn�ts, P.�. � - - - t000 s, �«,t �a w�r r ' , vd. c�� - • Tek (3031476-11�47 . GOVE � SNEET S 1 FOUNDAT I ON P �. AN � �� 47�� AI . I SITE PLAN S2 MAIN LEVEL Ff2AMING PLAN L � . I LANDSCAPE PLAN _ S3 UPPER LEVEL FLOOR FRAMING PLAN - ' S4 ROOF FRAMING PLAN A2 . f LOVVER LEVEL FLOOR PLAN S5 � FOUNDATION DETAILS � .. ' �: A2 . 2 ENTRY LEVEL FLOOR PLAN S6 FRAMING DETAILS � A2 . 3 UPPEf2 LEVEL FL0012 PLAN a A2 . 4 ROOF PLAN - - f . ' �A2 . 5 REFLECTED CEILING P � AN r ' , . A2 . 6 QEFLECTED CE I L ! NG P � A �v E L ECTR I CAL A3 . 1 ELEVATIONS - NORTN � E ,4ST EI . O DIAGRAMS � SCNEDULES = � _ A3 . 2 ELEVATIONS - SOUTN � WEST E2 . 0 ELECTRICAL PLAN - LOWER LEVEL � A4 . 1 BUILDING SECTIONS E2 . 1 ELECTRICAL PLAN - ENTRY LEVEL . E2 . 2 ELECTf21CAL PLAN - UPPER LEVEL : A4 . 2 BU € LDlNG SECTIONS E3 . 0 ELECTR � CAL SPECIFICATIONS ' � A5 . 1 SECTIONS � DETAILS _. _ A5 . 2 SECTIONS � DETAILS , � _ A6 . I DO� R SCI-IEDULE � • - :E� _ _ : A6 . 2 W I NDOW SGNEDULE MECNAN I CA L ; - � � A7 . 1 INTERIOR ELEVATlONS � � MI . O EQUIPMENT SCNEDULE � f , O ; A7 . 2 INTEQIQR ELEVAT € ONS M2 . 0 MECNANICA � PLAN - LOWER LEVEL `f ^ . ' , � � - � M2 . 1 MECNANICAL PLAN - ENTRY LEVEL -- ; � A9 . 1 Af2Cl-IITECTURAL SPECIFICATIONS M2 . 2 MECNANICAL PLAN - UPPER LEVEL LL1 � ` - , . � � ` A9 , 2 Af2CNITECTU2AL SPECIFICATIONS M3 . 0 MEC �-IANICA � DETAILS � Z} ' / � \ � � , A9 , 3 ARCNITECTURAL SPEGIFICATIONS M4 . 0 MECI-aANICAL SPECIFICATIONS � - � - . , � ' � � = �. A9 . 4 ARCNITECTUQAL SPECIFICATIONS � � � ' � ; - , . � i A9 . 5 ARCNITECTUI� AL SPECIFICATIONS P2 . O PLUMBING PLAN - LOWER LEVEL � = � . � . A9 . 6 AI� CHITECTUI� AL SPECIFICATIONS P2 . I PLUMBING PLAN - ENTQY LEVEL � . W �- �. " � ---- � ' � ` � � � � � A9 . 7 Af2GNITECTURAL SPECIFICATIONS P2 . 2 PLUMBING PLAN - UPPER LEVEL � , � . . , . . � (} , , , , - , . , . . , � . - . � . / . ' . � " _ . � ' . , � _ � ' i ♦ . . - . . -- _ - . - - . � . . - � � . . / � . _ _ _ _ _ . • . . � " _ . � . . . , . . . . �. � ' ' . . . . . . ' ". . ' . � i ' . , . . _ - _ 1 � ' ' . - - - _ . - . - - - "- . � � � , \\ - � . . .. ' �� . . . . � . � ' � . " , �� ' - . . . \ \ /� ' . � . . \ }�_ .�-� _ \ ` . . , , : � _ ., , , LOCAT I ON MAP - Z . � � . Q - - ; i i ; � I ii . . i I � , � � _ ` � -- - - - - - - :-- - _ - _ - - - _ . _ _ - = - _ � _ t ; . � . - � f� - . _ . _ 1►J J .; � -� . 4/� ��.. _ r � � R1� � �� + � .. = . � � ` �r.� �f _ � . . • I j � � � � � '�� - . . - . � � 4 ' > . 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' - D I � ECTO � Y SYMBOLS ABBf� EV I AT I QNS "°�" R �" °` �"°� �" - -� F � ARCNITECT ROOM FINISI-I SYMBOL / KEY TO ROOM FINISNES AB ANCNOR BO � T FLR FLOOR RGN R�UGN s GWATNMEY PRATT SCNULTZ AQCNITECTS , P . C . ABV . ABOVE F . O . W . FACE OF WALL ( STUD , ETC ) RO (20UGN OPENING Date: 30 AUG '43 I000 S . FRONTAGE R AD WE T OWI'1 OfV�I � - VAIL , COLORADO 81657 ( 303 ) 47b - 1147 CEILING NT AD AREA DRAIN - FTG FOOTING RM f200M STQUCTURAL ENGINEER . ROOM NAMEINUMBER ADJ . ADJACENT GYP GYPSUM WALL BOARD � SEAL SEALANT Revlsec� MONROE � NEWE L L ENG I NEERS , I NC . � VAR I ES ( SLOPED ) � G � C� PY P . O . BOX 1597 AFF ABOVE FINiSN FLOOR GL GLASS / GLAZ � NG SNT SI-IEET DEC �] �� AVON , COLOf2AD0 81620 ( 303 ) 949 - 7768 ALUM ALUMINUM NM NOLLOW METAL SIM SIMILAR � : ; MECNANiCAL ENGINEER FLOOR BASE WALLS CEILING ALT ALTERNATE NT NEIGNT SOG SLAB ON GRADE � GRAND VALLEY CONSULTING ENGINEEI2S , INC . AP ACCESS PANEL INSUL INSULATION SPEC ' D SPECIFIED 827 ROOD AVENUE B �2 BRICK PAVERS - NONE CT CERAMIC TILE CT CERAMIC TILE ' GRAND JUNCT I ON , CO S I �JO I { 303 ) 245 - 3 I 7 7 C CARPET � PAD CT CERAlv11C T I LE GP TEXTlJRED DRYWALL GP TEXTURED DRYWALL g ANGLE K I T K 1 TCNEN SPECS SPEC I F I CAT I ONS I CO SEALED CONCRETE ST STONE GS ShA00TN DRYWALL GS SMOOTN DRYWALL - � E LECTR I CAL ENG I NEER CT CEf2AM I C T I LE T T I LE AS SPEC ' D GT F ! RETAPED GYP GT F I RETAPED GYP _ r SL SLATE V V INYL P PLASTER P PLASTERED DRYWALL LP LOW POI NT STD STANDARD ' GRAND VALLEY CONSULT i NG ENG I NEERS , I NC . ST STONE w woo� AS SPEC ' D TD TROWELED DRYWALL VV WOOD AS SPEC ' D 827 ROOD AVENUE T T I LE as SPEC � � v� w000 as SPEC • � wP WALLPAPE �2 p.�t�- CLG CE I L � NG MO MASONQY OPEN I NG STOR STORAGE �+ _ V S �-IEET V I NYL WP WALLPAPE (2 �Apr � �� L �� - yGRAND JUNCT I ON > CO 8 I 50 I ( 303 ) 2 45 - 3 I 7 7 v � V I NYL T I LE C I CAST I RON MT L METAL ��'�� ,�0 ' W WOOD AS SPEC ' D - . , OWNER / DEVELOPER CJ CONTROL JOINT NEC NECESSARY ��•/� � CNAf2 L ES W . DAV I SON Commdnity � �}'�AR� A�, . � 1 5b8 GOL F TERRACE , UN I T 48 �. CENTER L I NE N I C NOT - I N CONTRACT T TREAD Deve! pment � Gl��!,�"�a :�; E�, 1�. ` VAIL , COLORADO 81657 ( 303 ) 476 - 1140 GRAPNIC KEY TO MATERIALS DRAWING SYMBOLS CLR COLOR NO . - NUMBER TEL TELE�' NONE ' ' � � Ptan 8ui H�1� fh+e -1 � ; � GENERAL CONTRACTOR III�{� �IIII �� IIII � CMU CONCRETE MASONRY UN I T NTS NOT TO SCALE TNK TN I CK / TN I KN SS . �` ZE �i � �r�ry G � IO � ' SAM YA� I Z � � -I� II=ITI- EAf2TN !L1!L'// CMU FLOOR OR REV I SlON ❑ � � � ` � I � s �oT ELEVAT iON � SYMBOL CO CLEANOUT OI-I OPPOS I TE NAND TYP TYP i CAL . � f� _ ��" _ p �x i ��7 y __ � r D � �G - - P•Vo Gol.o�,e.Do 8I � 2o � 03 '� �#-`� - 32'1Z /';;T � COL COLUMN OPG OPEN I NG � � . . � � � / / / STONE � PLYWOOD [ X } DOOR NO . � I NTE121 OR - SO I LS / GEOTECNN I CAL ENG I NEER �J X - A2 . 9 ELEVAT I ON CONC GONCRETE PL LAM PLAST � C LAM I NATE _ _ = I NTEQ - MOUNTA I N ENG I NEER I NG , L TD . � sYMBO � a y of Permit _ ' BOX NO . 978 e CONCRETE �� BATT INSE� L ' N � WINDOW TYPE CONT CONT f NUOUS PLBG PLLJMB I NG v VAR i ES 19 U . 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ABOVE O `o � __i`•. � � — I I I — — ��.. __�/ cn ,� ENTRY PORCN '�. ABOVE ti., , � p- � I � � B R - - W + 9 ' �� I --- — ' _ Date; 30 AUG '93 � �__ '�'-__-__ - I i l ia l � I I � I_ _ _ � I Revised; — — — — — — — . i � — — — — — � � E200F DECK 7 ' - 2 3 / 4 ' 3 ' - 7 1 / 2 " 5 ' - 10 " � 5 ' - Q ' EQ � EQ B P - - - - 0 1 OCT '93 4 ' - 11 I / 2 ' 2 � - 6 � 5 ' - O ' 2 ' - b . R . o . 2 26 OCT '93 , � 7 �993 � UP - 2 - O ' I 7 - 6 34 - 2 I O ' - 1 � ' I O ' - I O ' 7 - I O " 3 - O " �n. � � ^ -� �� ` - �, �, :; � �, � , � � .� � , ��4 t�� CO� p� ,� K x< :� , , y �*. � 'i�ia �[, y i!` F � '�i� � H' � ' _ ' >::.''3t � n. .. � ryO _ . / � O 8 � • _ `2 • . � i ED'.�l4� D l�1 . � � � ��%�r �!3 V i'� ��E� � � n- � GV�ATi�I ;iIEY , JR . ,�. • - 23 � 1 � ( � - � � � � v--- �-------------------�------------------------onTE..I.�-��_ 2 _ �, ��, � �D AR�N PLAN - ENT2Y LEVEL s� eet "`� SCALE � 1 / 4 " = I ' - O " UP REFERENCE /'�i 2 , 2 NOR TI-I - D B C A4 . 2 A4 . 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I ' I i � ABOVE _ I � � TOILET ; � ' � 1 � � - � — . � . � T - TD TD V � � � CNARL 1 E ' S CLOS � � 3 ' - 5 ' � � cD E , 4. � / � I W C I _ I ' I � � ROOF BELOW � � / 1 O C T D T D V �o _ m ,o I � PAT ' S BATN / ( `% ' ' � z 2 � _ 4 . t REV I SED LAYOUT I 4 ' - I ' 2 ' 6 ' I 6 ' � T - TD TD V �„ I � I Q2 OF CNARLIE ' S � � � ` � I -- I BATN � CLOSET � � , o � � . I � A CESS � � �� Qa � � � I 'O I � 5TA I RS � I � > � � _ � . I �TOTACJ . � `o— - - M . C . _ I ! N o i �_ C - TD TD V � I -- � - - i � � _ � v PAT ' S Ci. OSET � 1 � � . � � 3 ' - 0 • - � I Q � 1 � p . _ F � • . a � b • C - T D T D . V � l � � -- ---�� •� � D o � � 3 I / i ,o � ' ` / ---- . � \\ � v / � CNARL I E ' S BATN O c� � �n – ,' _ _ — ---� _ D • � ,= c� �, � _ c � T - TD TD V `� �, ��ry i '1 co OPEN TO ---- _ / � i' �,, _— � . M . 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A5 . 2 __ : _ � - ---- �� i l� - I '; � MASTER BEDROOM �'y ' 3 • _ 8 • 3 i � 2 • 3 • _ e � � % Q � � -- - � � � � � C - TD �/ V 1 , OPEN TO � � � ; % v KITCNEN � � � ROOF , r _�'- ---'' �_ �.i � BELOW � - � B E L OW I 5 i / 2 ' �.._.,---' � _— - - , I IS ' - II ' S 112 ' _ � ' - 6 — 31 ' - 4 ' ' - 6 ' 3 I / 2 ' 7 ' - 9 1 / 2 ' 5 I ! 2 ' 20 ' fl 1 / 2 ' \ � — — — — — — — — — — — — — — — — — — — — — — — I — � — _ 3 ' - O ' . I �� I j - • , 16 - A7 . 2 r I I ' Gwathme /Pratt/ I 0 I � ! � CoPY�9ht Schultz � � Architects P.C. � : °; � � ; A1 Rights Reserved This document, md fhe kieas � !— - - \ ---- � � md desl s Inc � ' hereln, as an Instnment of \---- � �\ � I � � ' 9n orPorated I �+ �. — ' . ROOF BELOW � ,�� / � �~� -��— — ------------ — --- -- -- � ` � \ .— — — — — � I p� h�tyAof GwathP ey%Pratt/ � Sc z rchlTects, C, and Vs I rtoT to be used, in whde or In � ; � Q � � � i � a � � � i � ' part, tor any oMer proJect ' � � � B L DG B E L OW � ' oft Edw deM.�TGwathrr�y jatbn . 1 ' - 3 , I / 2 " I ' - 3l I 1 2 ' i � — - - � ! Henry R. Pratt or Sldney SchuFfz, ,� — — — � — — — — -�— — — — — — — — — — — — — — — — — — - - — — — — I ��. � i / �- -- -----------�� — — — — I "�• 6 ' - 10 3 / 4 " \ 5 ' - O I / 2 ' / 6 ' - Id 3 / 4 ' \ / I I ;� � �• ! 3 ' - 6 ' �� 12 ' - 10 ' 3 ' - 6 " 1 I I � I � ; i , , � ! `�� ; i9 � - io • •�. � Q ° � D ,� , ; , I . : ; � -- -L — — — — — — — �-- -- ----- ------ , ate; 30 AUG '93 ------ � � � , � --- ------ , ---- — - - - - - - - - - - ----------- � ',, MASTER DECK ,`� ; ;� � BR - - - - f'� ',�' Reviseck � ; I � 1 OCT '93 ; � � � ' � � � i . ��, \ ;' .,, I ' ` i� Z , � ` � 26 OCT 93 �. i� , _- ,, . _ .__ -. � --- J DEC _ 7 1993 - ' _.w. . ` ��,�f� r Cp�� . L-. 9�0 F�y��A�� r� . � � ,��, �k GWATH �;9FY, JR. ,� y � �:� �, '`!� �., , . , }�, -2 3 , � � � �� _ _�.� 0 � — � � � 1'`'� �,s �' �r�p� � � J'F� A R��`� IIY------------------��'�-�s+---------------- � � a- - ------ ------ D,�,TE- -----�---�--,�._ . Sheef N�anber - � ` PLAN - UPPE � LEVEL . SCALE � I14 " = i ' - O ' A2 . 3 � � REFERENCE � NORTN � � , � C A4 . 2 A4 . 1 � A4 . 2 - � -- - �---- -�- --- - �-r--- r- -----. - - -- - -- - - - - - - - - � - _ _ - - - - _ _ _ _ - � . . - - - � - - - - _ , - - - T - - - - - - - - - � � -- . . ` r � � c ' � - { ' � : � { t �� s o Pratt ' A4 . 2 A4 . 1 A4 . 2 Sc h ultz � . i . �hot� p,c. 1000 � fYnnt� Rd IAINt 1 � T�! WO.� 476-A47 i Va� Cdorr�do 8169 F�e f30�11 476-1612 � ! i � ' � ( - - , , . _ ' r __ - , , TERRACE BELO'✓V f — — — — — — — — —� t I — — — — ; � I ; � � / - - - --. ' I I ROOF SEI. OW � \ � . ► � � I � � � � , ' � I I , I __ __------� _ - _ - - - I - �. / Q � = -,� ��------- _ � I � -- ', � - �'"___ – – – – – – –� '3 � a— —p I . ; ; `" � ~� � � � �— --� �� I — — — ' I — — — — — — — I ! I j I ' I o—_ � � I � — — — — — — — � a , I 1'�' I — — — ''—/ I — — — I BEiV�OF WAPL � - - , ; � `�. � � \ � � ��, � -- �. / � , ;- _- _ - ' - � �--�----- ; -------- - � i --------- ----------- ------ � � � r - - - - �- - - - - - � - � - .- - - I . I � I i I « � i � � I I , � � � � � I � � � � — � 1 � W � � � , � ( I � U � , : I I z � ; �. � i W > � � � p � L .� ' I NOTE � � � ' � ALL ROOF PITCNES � f n � � F I XED 7 � 1 2 UNLESS NOTED � tJ f �; � SKYLIGNTS OTNERWISE C ' ; � W m � � FLUE I — � i � � � � �-_--� A � � �,,` ,------ � I A } O • , ' v • ..\ � z . � A4 . � � - ,; d ,, A4 . � m ; , � Q ` o-- � DELETE ROOF OVER �� O L � i GIJEST BEDROOM - ROOM ; � O � � I-IAS BEEN RELOCATED / I � � TO ENTRY LEVEL � � LL –J 1 `T' ' � O � � �r� � ` i ��---=i' � , - U ► � _ . � � . i � � Q � � { � � �------- o a � � - � � � --� �, � � > � , , � � �. � • I -�� DELETE DECK ~ ; - - � �' . i i ' �, I 'BEL�F REPLACE I �� s � � � / ,_—�; � l I , I I � � �j ; � � � . . L I I �\ DELETE SKYL I G�-ITS � . � AT ALEX ' S RM , JEN ' S J j I �� ( RM . � TNE STAIR � , j ' - - - '� � , I I \ I '\ � _-_' � , � 6aYthr�ney/Pratt/Schuliz j I I � �/� AN R�I�ts Res rved __'— Thls doc�ment, rnd the Ideae � _ _� _" hereh, ae rn hsTrurrient of I I � I `J rnd deelgis IncorporaTed t • I �--` pr mey � �--'-'� � �� -. profesaia-�al servke. fe ihe � _ _ — -� — �– — — — — — — — — — � — — ��— — I Sch�zyA�chlGect�shP.C. rnd� �� \, ! 1 � not to be used, h whde w In � . � / L �� / � part, for m y o#h er pro Ject – of Edward N4 Gwatfimey .k., ' ! ? J �� — — � I wlThout The wrllten wfhortration / ij r. — — — — — — — — — — — — — — — — — Ffenry R. Pratt or Sldney Schultz, � ��, � � ,, � � ' � � I � � � • ;� � J' , I . � . \\�..� , � �� I � i ,: � . ; �' �'� �ECK BELGW � � l� DECK BELC7J+! DECK BELOUV ' � � - - - - - - - - - Date. 30AUG '93 , � ; ��, ;, C ; J i ``�, % i' � �__ , ; � Rev�ed; I ` f '� � 1 OCT '93 � , ` - � • , ; r � � : \ l � i , I �`� �-_-- --- !/ ,�, i'� .�� 1yy3 � --- � -. � � . , _ - ' - �,,+� �,,.. �aq . � , `/, `' q�o ; ' :°`x�� ` � -'. , GWA HA,�EY M . ' � - 23 �1J * , ' I I I T �.� � l� o � v' �-� ' �. � . t F� A RC�� ' C- -----• � f Ei� -•••-•--------�---��- . - - --------•--------•---- QAT � ��- ----�- --. � Y ! ' � � OOF PLAN - - s�, �rn� � � . SCALE � 1 / 4 ' = I ' - O " L _ � i i , D B C REFERENCE A � . L�- � _ _ A4 . 2 A4 . I t A4 . 2 NOR 7 H � E ' - ' i ( . � '_ i � � _ ti ! - ' ' — - - - . a . " _ • __ - . . . _ _ . _ _ . _ . _ � - . __ . . . . . ._ . . _ . . __ __ " _ r_ � _ _ _ y_;_ _ . _ - _ _. _ __ � . . . _ _ . � _ _ _ . _ - _ _. _ _ . ._ _ . . _ _ _ . . _ ' -' . _ -_.. ._ _ ._ . _ . _ . � '__ _ _ _- __ - _ _. . _ _ _ _. -_ _- _' _ _ _" _ _ __ _ �_ � _ �_ _ .__ . _ __ _ " _ _ -' ._. _ . ' . _ . . _ . . ' • ' " _ _ . . - . . . . . _ � . _ . . . ' - . _ -_ _ -_`__ " " _ . _ __ _____ - _ r _ _ __ ._- __ .___ _ _. _ _T- T _ � _ _ '- _ .�_____ _. . _ . =�� - � � _ . - ��, . _ _ _•' _ . . . . - _ _ _ . . . . . � - . � - . . . . . . _ . - " ` _ _ - '' _ _. '_ _ . _ . {' . . . � . . _ . _ - ' __`_ _ . _ . _ _ - _ -__ . . _ - _` - _ T- _ __ "—'- _- _ -_ _ -__ _ - - . . ' . . - . - . . - _' � _ . . __f _ � . -. . � , � _ - � - . - ' _ : ' - - -' _ . . - . : ' . . . _ . ' - . � . _ . _ - . . . _ ' . _ . . . - ' � _ . - . . - . - . - ' r _;�� _ _ - - �- � � �! . � �t� - s . __ t = t '�• " ' -. _ . . . ' ' . � . . - _ - . . _ . �. . . _ _ . . ' _ " _ . - . _ . _ . . ' - �r_ � - _' y S- �, �� . - . � ' . •k' . • - - . . . . ' . . . . - � . . . . . . . _ : ' � i . -_ ' - - '_ - - _ h . = . _ _ -- _ ` - _ - ; _ _ - _ . .- . . . . . . . . - _ ' . . . _ � ' -. � _ -- : . i . - i � _ . _ , - � . . - ' ' � � . . � . . � � _ - _ _ ;_ -i_ �y _ _ _ _ - - _ _ - - _ - _ �_ � � _: _ - - �� . � �rc�� m� �_ .� � � = �rc�t� - � GENERAL NOTES - - - �� C��Z � , . ; - ; ` SEE ELECTRICAL PLANS FOR LIGHTING LAYOUT ' - �� ; ; Y400D BEAMS SNONVN ON TNIS PLAN ARE CASMETIC ONLY TI-�EY ARE NOT I NTENDED TO REPRESENT � �FTOf�I� �� STRUCTURAL MEMBERS • + Tit 410�! ��-� � . ' �oc t.�03��ibn -_ i � ' _ ; � A � _ ' ° i - { . . . . � _ . . _ _ � 1 � . . - . . - _ . - . .- � i _ t ; /'—'1� 4 / � i�–__'-_�� ,� Q �.. � , , - _ _ \ � , ��' �.\ ' I DELETE I X 6 4 � Q �__, 4VOOD PANE � I NG PROVIOE TROWELED � j \ � DRYWALL I N BOT {-I , a � I RIDGE AT � - . �� RIOOMHAREAS�� ILY � L � � � ONE PURLIN j - I NAS BEEN � . - -�� t � DELETED FROM ± l b ' - O ' �-- !��1 � � 7 \ T N I S ROOM � � �.` � ��-------_� - - , \ " �\.�-•—� r�\ 1 '_- `' / �_ �_ ` �� - _ _ ` � ' __/ --� -- j ,---„ � a —y ` - :� 4-- � ! ' —�- - o-- \ —� i ! �_ FLAT RIDGE � k ( i �, � � s � 2 � - io • � �~ FLAT ; � TROWELED J / 10 X 10 � � � LWV PT - : DRYWALL ROUGN NEWN ��___��' �_ �-�'�'1-__ � __��- � TiZOWELED � _ : - - , BETWEEN � � __- - . � ' - �\ i � � i0 ' - O � . � BEAtv15 � � BEAM - TYP , DRYWAL ` - r TYP . � / � 1 ` . J , � �� 1 �f / ` � � �� _ .�� :/ ( � I 9 LA0 ' AT � - \ �� I � / . ; � � �!`_�--�. _--` �. �r--- ,----=� i . , r "'� �- "_ . . _ , J - � � — — — — — — — — — — — — — — — — — 1 ` _ I _ . ' _ ` � � I f I _ —��-` � �\ ' � � ��- � �� i - � I l�--- `1� ''-t1 !� ' i _ -. 6 � 6 `�-� , f , ; , ` - - S % r ROUGI-I HEYYN ` : _ _ , , _. j BEAM - TYP� - i - E _ � � - � � ; . . � Q �` � � � ; FLQT AT TROWELED - - ' ' - - - - - -- - -- ---_^- � ' . g , _ � . DRYJVALL - - - - -- -- - - - FLAT . . FRC7J+fELED - • SOPP I T �-DRYWAL L � � C ` t SLOPED � TROWEL. ED . f %�" —� �•1�' O , t _ ,,.`'--`-----"'"`�_�- -�/�--' --- ] DRYWAL L / � U ; /�__��\� - ,`� -------` : �i�` �/� � D E L E T E � '• � ` � � 1 SKYLIGNT � y � � Q DELETE ,� PLAT AT I O x I O `__� � � PANEL ING�� ` FLAT A 9 - � � / ROUGN HEW �' �- � ' I i PROVID� RIDGE AT � 6EAMS - TYP DELETE i � TROWELED : I4 ' - 4 ' 9 � - � � � TROVYELED � SKYL IGN7 ' � �`---�\ J ---'� -'-- � '- � DRYWALL DRYWALL „ � NIGN PT � % BETWEEN ,�_/ � _ / : 18 ' - O ' �--�-'--�-�.� � � � � SKYL I GI-IT5 TROWELED BEAMS �� ' v !\ � � Q DELETE TRIM TO DRYWALL TYP . —7 ' � MATCH PANELING _ ;` , � � SOFFIT ' � � - - -- -- , � � f TYP . - � � � :� � ; 7 - - � I , - - � . � cn , �� -�_ � � � �-� ,, , -�. , � ��__, ��- ---- . , � _ W � ` ' J . ` �•, FLAT AT 1 , R04VELED TRCNVELED TRCNVELE ____ , _ RYWALL O DRYWALL O DRYWALL �--�_ -- -- - -- -- . 9 - O � , ._ � , . -- � RCI-I ARCI-I ARCI-I � . - _ - . -- J UI 1 f� � IOX6 \ RIDGE AT _ .. _ . _ . � - . i' ��,. ROUGN I-IEWN Q ± 2 { ' - 8 ' � ` = � . � , I , _.�. i � BEAMS TYP . � ' , } ,, � 6 X 6 � � pRYWALL � ; - � ROUGN I -✓r�__/� �---�`�/./� '_'—`-� �----�--- � - ' ' � � � _ TRO'✓VELED � - NEWN � ''_ f , �� eeaPn�s , , ' � � m Q `� 1 - ` �--- ------- TROWELED� . _ . � L � _ / _ O[ ` -_ � l � � oRrwa� � � , ' f' � O O � � � / � 1 � 11 • _ , _ . _ � F L ,4T AT ` B I L L I ARDS 1200AA J ' n J . i • �/�_-� � ) � � i FLAT AT � TROWEL{ D � I-IAS BEEN REPI. ACED f � � � � � � � ; j 9 ' - O ' ` DRYWAL� � BY GUEST BEDROOIvI E 1 " 0 ' t �� RIDGE / TROWE � ED 9 - � � � TROWELED - BATN FROM ABOVE / � ' � j . - /Z , % ± I 6 ' - O ' j ARCI-�AL � DRYWALL FLAT A� � , `J • r _ -, --- -- ' � � ---_-��.� __-_� _.___- �.�` _` ,� � � _ I �--____--'`--� �-_ �----_.--_ ` �� 9 � ' - - - _ _ � -- .� •. ' � � `. � - - -- : , � - , - f 1 - _ 1 0, X I ,, ,. _. _ _ . I � ; ,� ROUGI-I � � ' _ _- , _" � ` N I ' P T /"".��`-_ __' ; � l, ` H EWN � : ; � i , " � : I ' :- O ' `_'----------'"`� � � ! - = 1 � � 1 BEAM ' � I _ _ - � TRdJYELEd ! ' - " = � ; •� - ' J � -- �� _ DRYWALL —� � I j� ' ' - � � � Q �-�` -�_ _� T ROWE L E D - Q � � � I , � � DRYWALL � ` � i ` � � `� SLOPED SKY� IGNT # . ' - � r? � L TROWELE � F� a� AT � � � � ` i DRYWALL q Q • -- - ---- -- -- -- - - _ i i ` I i � BETWEEN � 'ti � � � BEAMS - TYP � _._ � -, TRGWELED ;� - � ' I - - - - - - - - - - - DRYWALL = ; ' 1 � I I � � � / , �--� \___ �---`_-�_ '+1 I � -� � - ----- - - - -- - - -- - - -- - -- - - -- - - '. i � � r-�. � I � � _ . . - - _ . _ � � � FLAT - - - , � 1 ROUG1-! 1-IEWi�L FLAT AT � � _ _I ' �� • �op�yr�lght � , �h� _ ' • - I _. ' � � � l O x 6 { ' y ' , _ 9 - � � i _ � ,� � �� • AI�RIeh f� � erved ; � `\ Q ,! I I � 1 � , ' L - - - I � � ; . - Thb docunent. mc! 1Me fd�o � ,--1--,. �'��^ • �_ ' ' i � � F L A T A T . '� ' � herN��mhh� of ! =,;;�r" -� I � ' property of 6rr��P4�t! _ � � 9 O • ,� f 1 . Sch�Nz Archnects, P.C '�d k = ' . -- , profw�lond �w�AcQ. ir !hf ` TRGWELED " . �` � � -- D R Y WA L � � ' � ` ' , L GW P T noT o be u�d #n whal� o h for an ofier f � F L A F L AT j� f! . i' I O ' - O ' of�Ed�wcrd GwaMm+ey�� - . � / F L A T A T I � - - Henry fL Pratt or 9ct+�y SrJ� • 1x6 EXTERIOR � —� - , � SOFF I T BOAR � S - TYP 9 � - � � -----" _ i ' _ - ( -- � - --� - -- - - -- a --o . - ---------- --- -- � i - c � ] 1� FLAT r p[ . � i • . , / 1 ; � . � � � � . � ; � ' I� / � _ � BREAK AT � ' , ' SOFFIT TYP � ; . � � Darte: 30 !1G i ` '� - � . - -- --- - - - I A �� , - - -- -- --- -- - -- , � iSTONE ARCI-I - TYP � I �. �- � ^ ti �l � Revisec� - ' 1 ' 0 . � � - 1 i �, a t OCT '9� _ f � - \ � - _ - � � # �_�--_— ` DEC 7 '�3 � �----� ; - � i > ; i t ; ; ; � :, ' � , � �! �. . ��''�► `��5' d�r E�E�� `� ' , ,� �. �� ; - � � �D�NAR � M . _ � t � � � v i �f � � V}� � � � �' � GWATNPAEY, 7R. �. 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Areh,Ne�cts P. . - S �� f� �\ r - i A1 Rl� ta ke�e vod , 1 Thir doccrae�L v►d the .kiea i �.�_� I r _ I `�, , � and clesig�+s hcorporoMd � � ' � ��fe�ilyo�nd Gw�y�/PYattf w i 5etiultz "ArchRecfs. P.C. a+d R , : — � �-- — — — — � � not to be �netL In ui+oFe br t► � I � / � w�llhouirt�vKl t�n ��a1Qd6�► t , � / � � � — — — — — — — — — — — — — — — — — { , , `--- — — — — — � � ( ' Fknry rat avra�en�K ,1� � • � �-- - - - - - - - - - - - 1 ', j i ( � -- =_ i � 1 • � Ix6 EXTERfdR ' � � C , � SOFFIT 60ARDS ! I _ . _ ' � ! Date: 30 AUG "'9� f , I �- - - - - - - - - - � � I Revisec� i � ',� � ' � 1 OCT � �93 € � � - , - - . y - - - - - - � _ - � -� : _ .F . ._ . . . . . . . . . _ . . . . . . . . � D� 71993� , , � � � , , � . , �� QtQ� - _ ' t � ,+.T _ � � � '� i � � ' � � EDWARD M. � { �� P � , � �- � �W��M�, ��. * r � � . _ 1 � �� - 23 - i _ �� 1� = � � � � � N � F VA � � s � ; �¢ ,,� �� = � � � _ � . 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' - \ � i � . . . - . _ . _ _ . . _ _ - teM - q ' � � - . - 1000 � � � - � _' - - " - . . �T � 3� -�� _ � . . . . . . . - . - _l� � Y_ :� ' . _ � - _ _ . . �- : �'�'�� .-. - _ _ . - . . - - � . : _� s � � 2 _ �� _ . \ ' - y #" � � -- � S . . . - � - / � � � ` aFJ . 3 � . . . � _ .. . - _ - - .. . - __- -= _. _� . - . . - � . . � - . � - ' . . � . . _ - '�` _� _ . . ' \ / 1 - : �_ - � =a ' � � �_ _ : - - , � 1 - - ; -� � . . . . - . � . T' . - � , - . . . - . . . - � - .. - * ' - _ _ , _ _ _ . . . . _ 7 � � , ' . . - . - . - � _ - * . � � _ / y , - . � � . ' a3 . s � � R � �G ` � : _ � �+ - _ � ' � � T2C11NELED � � - � � � - - - - - ' s � dRl'WALL � 1 I / - . . _i , � I I / — — — — — _ _ — EL . 8496 ' - O " - - ; - � . , � ._ ., _ . -- � � T . O . DECK I NG . - - ":"' - , l . . — _ - . . ;= � - _ - — -_ • ♦ 1 � / 1 ---'---��.----� `,- £ : \ � _ , ; ; ,,,, . Q REPLACE STONE VENEER - -' - , 1 RETAINING WALL W ! 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'� ;_ - _-� : �-� �„� i- � � = � - - � Q �� _ � ' .� . � � � - . , - _ .� - - - -- _ _ , _ _; � . _ .� . . _ - . . . . . .. . . . . . � - r . . - _ _ ' � '-�- . :_ ' . . . . _ . . . . - , ' - ' . . _ � _ . � . _ . � . _ - . . . _" . _ _ �_ _ �r >_ . _ EL . 8508 ' - Im ' __ _ �� - _ _ — . , — _ . _ . ' � � . _ _ T . O . DECK l NG � _ - - -_ - = �-� y _ . �. - . . - - - - - P, - . - - - - � . •- � _ , , , = - = - 1 � � _ . � ° -_ . • � .. ?� ��s�� =� . � • - � � S� � �� ,�� 4�� I N��1igF+�►a�a«v�sd _ � . .� � 3�+i � i�- 1E� T " - ., •- [ � . � . dr��.tJa�a hc� --� �- - � � �. � ar � �- � ,. - 1 . I .Profes�nc# .ievic� 1� - - �. �' - . ., � � �+� { +�Yw� VO I D � � �af � ; _ � r`' . . . - , _ i I Y • . NG��rs�► L _ L i GH T WE L L � � . o� �.��Itl�n � �� - _ • .y r � . 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Pratt ° � Sc h ultz ArchlFecta, p,c. - D�VISION 1 GENERAL REQUIREMENTS E. Cantract Documents: The General Contractor shall keep a record set ot� 2. Fire protection equipmen� 4. Manufactnrer's product data on each piece af equipment including: DIVISION 2 SITEWORK v��cdor�oc�iot`�57� W� • contract docaments at the site. 3. First aid equipment. a. Installation �nstructions. Tek {3031 476-A47 Fcae (303) 4T6-lbi2 4. Temporary walks, roadways, trench covers, barricades, bulkheads, b. Drawings and speci�cations. Division 1 - General Requirements applies to work in this division. , SECTION 01005 ADMINISTRATIVE PROVISION5 1 .U3 SAMPLES railings, danger lights and signals, etc., required for this work by c. Parts lists. � federal, state, and local safety laws and bailding codes. d. ComQlete wiring diagrams (as-built). . 1 .01 WORK COVERED BY CONTRACT DOCUMENTS e. Marked or chan ed rmts locatin all concealed arts and all SECTION [}2200 EARTHWORK _ A. The Architect will provide the General Contractor witl� a checklist � P � � P' - indicating materials where color, texture or �nish is subject ta selection 1 .06 CLEAIVING DURING CONSTRUCTION variation fram ariginal system design. A. Work under this contract includes all materials, equipment and labor 5. Schematic dia am showin cam eent arts of s stem. A . or review. �' � � P Y . necessary to complete the work indicated, specified or reasonably inferred A. Each contract�r shall keep the buildings and site free of waste materials 6. Simplified system description and preventative maintenance program. therefrom. B . Promptly after receipt of checklist, the General Contractor shall and rubbis�. Each contractor shall daily transport such material to a LUl REFERENCES assembie and deliver to the Architect a complete collection of required designated location on site. The General Contractor shall periodically D. Operating and Maintenance Data: See following sections for equipment 1 .02 CONDITIONS AND REQUIREMENTS samples. dispose of accumulated waste off site. requiring aperating and maintenance data manuals: A. Compaction Test: AS�M D698 Standard Proctor Density. _ 1. Irrigation System A. Division 1 - General Requirements govern work under all divisions of the C , ppon receipt of a complete collection of Samples the Architect will, with B. Each Contractor shall leave his work clean at the completion of 6is work. 2. Finish Hardware PART 2 - PRODUCT3 Speciffcations. reasonable promptness, make the selections and prepare and deli�er ta the Clean interiur areas prior to start of finish work, maintain areas free of 3. Carget General Contractor a sc6edule covering items sabject tu selec:tion. � dust and other contaminants duriqg fnishing operations. 4. Mechanical 2A1 TOPSOIL B. The various subcontractors shall review with Town of Vail Building . 5. Electricat Depar�nent and arrange for required inspections. A. Topsoil: Material that is stripped from construction areas. Topsoil may SECTION 01400 QUALITY CONTROL SECTION 41600 MATERIAL AND EQUIPMENT See abo�e sections for specific requirements af operating and inciude moderate amounts of organic matter. C. Contractor to veri[y all dimensions and notify Architect of any errors Y and/or discrepancies before beginning the Work. 1 .01 GENERAI. � 1.01 TRANSPORTATION AND HANDLING maintenance data for each group of equipment. 2.fl2 FILL AND BACKF'ILL MATERIAL A . General Contractor shall maintain quality control over suppliers, A. Transport products by methods to avoid damage. Deliver in undamaged 1 .03 WARRANTIES AND BOND5 D. Control dast when construction procedures result in dust which becomes a A. Backfill and Fill: Un site excavated or imported nonexpansive material, manufacturers, products, services, site conditions and workmanship to condition in manufacturer' s unopened containers or packaging, dry. free oF trash, debris and organics as approved by the Geotechnical . nuisance. A. One Year Correction Period: Remedy an,y defects due to faulty materials produce work of speci�ed quality. Engineer. 1 .02 STORAGE AND PROTECTION ar workmanship and pay for any damage to other work resuiting therefrom, E. Control flow of water at site to prevent damage to others ' property and 1 .02 TF.STING LABORATORY SERVICES which shall appear in work within a period of ane year from the date of facilities; take precautions to prevent spilling and littering of water � Substantial Com letion and ia accordance with the terms of any s ecial 2.03 UNDER SLAB GRAVEL polluting substances. Do not dump any foreign materials into sewer and A. Store products in accordance with manufacturer s instruction, with seals p p A. Owner will employ and pay for testing laboratory inspections and tests. and labels intact and legible. Store sensitive products in weathertight warranties provided in the Contract Ducuments. The Owner shall give notice storm sewer collection s,ystems. of observed defects with reasonable rom tOtiSS. A. Imported granular material containing less than 2 % passing the No. 2A0 enclosures; maintain within temperature and humidity ranges required by p p sieve and more than 50 % retained on the No. 4 sieve. F. Maintain project and site in clean and orderly condition; periodically B• Cooperate with testing laboratory to furnish access, sam�tes and manufacturer's instructions. temporary facilities as required. Provide testing laboratary sufficient B. Warranty: Upon completion of work, the Contractor shall deliver to the clean interior areas. Regularly remove waste materials, debris and rubbish Architect, in da hcate, a written warranty based on the rovisions of , PART 3 - EXECUTION � C from site. prior notice for services. B. For exterior sturage �f fabricated products, place on supports above p P ' ` O , ground. Cover products subject to deterioration with impervioas sheet the Contract Documents praperly signed and notarized. V _ 1. Warrant shau be addressed to t�e Uwner. 3.01 CLEARING AND GKUBBiNG • covering; provide ventilation to avoid condensallon. 3' � v� 1 .03 CONTRACTOR USE OF PREMISES 2. Pro�ide separate written warranties from mechanical and electrical ._ SECTION Ql $00 CONSTRUCTION FACILITIES AND TEMPORARY A. Remove trees, shrubs and vegetation within the construction area include CONTROLS 1 .03 SUBSTITUTIONS subcontract4rs. � > A. Limit operations under this contract to one area of the property as root structure. Remove from the site. Protect items to remain. ._ indicated. No operations or vehicle traffic will be allowed c�utside of � � 1 .01 TEMPORARY ELECTRICITY AND LIGHTING A. Document each request with complete data substantiating compliance of C. Subcontractor Warranties: Include lahor and tnaterials signed by this area. 3A2 EXCAVATION Q proposed substitution with Contract Docu�ents. Snbmit Produet Data and manufacturer or subenntractor as case may be and countersigned by � A. Service: The electrical subcontractar shall provide temparary electrica[ samples as required. subcontractors. � 1 .04 EXAMINATION OF SITE A. Topsoil: Re�nove all topsoil and organic material at areas to receive � � ! l . Address warranty to Owner. ser�ice to site for construction purposes. The electrical subwntractar paving, building construction or slabs on grade. Stockpiie for shall rovide circuits, branch wirin and distribution baxes as re uired B . Request constitates a representation that Contractor: 2. Deliver to Architect upon completion af project and before or with A. Failure to visit site will in no way relieve any contractor from p � q suba�ission of re uest for final a menL reinstalfation. � � necessity af furnishing �naterials or performing work that may be required for temporary lighting for each space. 1 . Has investigated propased product and determined that it meets or g p� y _ exceeds, in all respects, specified product. B. Excavate the site as re uired for walls foundations iers, areas, � ( I� tn complete work in accordance with Drawings and Specif'ic:ations wit�out q � � p B. Tbe various subcontractors shall rovide extension cords and ldm s as 2. Will provide the same warranty for substitutions as for speci6ed D. Extended Warranties: Deliver in dnpGcate extended warranties as additional cost. P P specif'ied and dated fmm the date of Notice of Acceptance and signed by basements, crawl spuces, pits, etc., to depths indicated. All footings re uired to conve electricit to Iocati�ns of work and to ra�ide task prodnct. shall bear on naturai soil below frost de th. Bearin material shall be +' � ` p 1.05 FIELD ENGINEERING q y y p suhcontractors and manufacturers. p g lighting to permit proper execution and inspection of work. 3. Will coordinate installation and' make other changes which may be verified on site by the Geotechnical Engineer. z � � A. Provide field eagineering services; establish grades, lines and levels by required for work to be complete in all respects. m Q C . The General Contractur shall a for electricit consumed until final 4. Waives claims for additional cc►sts which may subsequently become �. 11'�anufacturer Warranties: Deiiver in duplicat� manufacturer's O L �C use of recognized engineering survey practices. Locate and protect control P y y warranties ss s eci�ed and dated from date of Notice of Acce tance � • Baili�g or Pumping: Immediately pump or bail out water found in O O and reference poiuts. acceptance by the Ow�er. apparen� F � excavations, whether rain or seepage. Keep excavations free from water at ( f1 � J signed by manufacturer. v ! O 1. Manufacturer's Warranties: Su lement and nut re lace im hed and all time. 1 .06 REFEItENCE STANDARDS 1.02 TEMFORARY HEAT AND ENCLOSURES C . Substitutions will not be considered when they are indicated or implied pP p p (� �--- on Sho Drawin or Product Data submittals without se arate written express warranties provided for by Oniform Commercial Code. Any ^ p � p D. Take measures and furnish equiptnent and labor necessary to control the � re ues or when acce tance will re nire substantial revision of Contract state�nents in manufacturer's warranties denying or limiting >. _ � A. For roducts s ecified b association or trade standards, com 1 with A. Provide temporary heat necessary for the execution of work. Install, 9 � P 9 t1ow, drainage and accumulation of water as required to permit completion p p y p y responsibility far such implied and express warranties shall be J requirements of the standard, except when more rigid requirements are maintain and operate temporary heating apparatus in such a manner as to Documents. �o�d, of the work and to avoid damage to the work. � � _ , specified or are required by applicable codes. facilitate the work on the project so work can continue and tbe finished Q Q work will not be damaged thereby. D. Architect will deterinine acceptability of proposed substitution and will 3.03 PREPARATION OF NATURAL GROUND � _I � B. The date of the standard is that in effect as of the bid date except when notify Contractor of acceptance or rejectiun in wriHng. 1 .fl4 CLOSEOUT PROCED[]RES a s ecific date is s eci�ed. B. Provide temporary enclosures as necessary fo� holding temporary heat such A. Scarify upper 6 " uf all cut or fill areas under buildings or paving and , p p „ A. Procedures: F�llowing project closeout procedure defines - _ as enclosures for concrete work or for thawing frozen ground. recompact within 2 % of optimum moisture content to a minimum of 95 % of responsibilities af Contractor. Owner and Arc6itect in closing lA7 CUTTING AND PATCHING SECTION 0170fl CONTRACT CLOSEOUT project: Standard Proctor Density (ASTM D698). C. Use of Permanent System: Step 1 Contract�r advises Architect in writing that he has reached A. Openings in construction which are required by other contractors shall be 1 . After building is entirely permanently enclosed, glazing af exterior 1.01 FINAL CLEANING " Substa��tial Compieti�n " and pro�ides list of items to be completed or 3.04 FILL AND BACKFILL ' left b crafts involved. It is the res onsibilit of various contractors openings completed, permanent or temporary doors an e�eterior openings y p y corrected. C}oseout may be conducted by areas or portions of work if to su 1 �n advance ro er and sufficient detailed informatian. In event and permanent heating system installed and capable of being adequately A. Thoroughly clean in#erior and exterior surfaces exposed to view; remove A. At proper time, 611 as required and backtill around walls, piers, etc., pp y ' , p p requested by Owner. of failure to su 1 this advance information cuttin as ma be re uired controlled, permane�t heating system may be used to� provide heat for temporary labels, stains and foreign substances, polish tcansparent and to bring the earth to proper levels and grades for subsequeat work. � c t gp y , g y q 5tep 2 Architect inspects wor[c to determine if it is substantially �p�� shall be done onl after concurrence of Architect and at the ex ense of the building. glossy surfaces, vacuum carpeted and soft surfaces. Clean equipment and �, Install SackCill in even lifts on both sides of faundation walls and after Gwathmey/Pratt/5ch�tz y p complete, and issues Certiticate of Substantial Completion plus Punch Archrrecte, P.C. ne li ent art . 2. Division 15 Con#ractor: �xtures to a sanitary condition; clean or replace �Iters of inechanical „ supporting floors are in place to prevent excessive pressure on ane side. � �+ ra Reserved g g p y List of items ta be completed or corrected. a. In using permanent heating system, assume complete resgonsibility equipment. Clean roofs and drainage systems. Clean site; sweep pa�ed Thre documanr, md fhe rdea. Step 3 Contractor comgletes andlor corrects all punch list items and md de�lgna r,corparatod for its proper operation and for any damage which may occur to heating areas, rake clean other surfaces. B. Placiag Fill and Backfill: Do not place brush, sod, frozen material or hereln, ae m t,etnment of SECTION 01300 SUBMITTALS noti�es Arcbitect in writing tbat bis wark is resdy for final inspection. prot�or,d �e, i. �t,e apparatus or any phase of work except such wear and tear whieh would other perishable or unsuitable materials in the fill. Distribute material �h�Y�h�°s P'Cy/��t� At this time, final application [or payment is submitted. md r 1.01 PROCEDURE ordinarily result from normal usage. 1 .02 OPERATION AND MAINTENANCE DATA on the �11 to avoid formation of lenses differing substantially from the noi ro bo �d, n whok « t, Step 4 Arcbitect makes final inspectivn. When work is found to be �t, f« my othe. pro�ect b. At com letion and before work is acce ted b Owner, clean air surroundin material. Deliver materials to the fill surface in a manner to +�� +he w�men authorizc�na, P p y accegtable under Contract Documents, and contract fully performed, g of Edwvd M Gwoihmey J�, A. Submittal: The General Contractor shall malce submittals to the vents and coils, clean cleanable t"ilters and replace replacement air A. Submit three (3) c�pies of operation and maintenance instructiuns for Architect will issue final Certificate for Faymen� result in � well and uniformIy compacted fill. Before compaction, spread �'�' R Prett or S�,ey Sch�tz Architect. Do not make submittals directly to the Architect' s consultants. filters. equipment and systems. Include parts lists and local service agen€y fill materials in approxim�tely horizontal layers not greater than 8" thick Sabmittals made directly by subcontractors or suppliers will not be 3. General Contractor: Pay for all utilities used in cannectian with i,05 FTNAL PAPERWORK with upper surface approximately horizontal. accepted. - operation of permanent system up to date of Notice of Acceptance of entire B. Equipment Manuals: Upon campletion of work, submit three typed and bound . project by Owner. copies of operating and maintenance manual or manuals, 8-1/2 " x 11 " in size, A. Final Paperwark: Prior to release af final payment, Contractor shail C. Moisture Control• If, it� the opinion of the Geobechnical Engineer, it is , 4. General Contractor and Division 15 Contractor: If permanent beating to Architect for his acceptance. not possible to obtain uniform moisture content by adding water on the fill ��e; `�� A�7 9`3 B. Review: Architect and his consultants will review submittals for deli�er following itea�s to Architect: system is used during construction, remain responsible far full mechanical 1. Manual: Have index wit� tab dividers for each major equipme�t . surface, add necessary moisture to the �ll material in the excavatian. conformity with design oniy. Quantities and dimensions are the - Inspectiun C.erkif'icates of Materials and Workmanship. Revlseck responsibility of the Contractor. Proper fitting, construction of work, warranty from date of Notice of Acceptance of tatal project by Owner. seGtion to facilitate locating information on speci�c piece of equipment� , If, in the opinion of the Geotechnical Engineer, the material proposed for - Contractor s Warranty of MateriaLs anc� Workmanship. 2. Identify data within each section with identification numbers as t6ey use in the eoinpacted t`iIl is too wet to permit �dequate compaction, dry in furnishing of materials and work required by the Contract Dceuments but not - Maintenance Mauuals and Parts Lists. - 1.03 TEMPORARY WATER appear on drawings a�d by specification section and article number. an acceptable manner prior to pl�cing. Place fdl and bacicf'ill material (��L indicated in submittals remain the responsibility of the Contractor. - All Guaranties, Warranties and Submittals. Review of submittaLs shaII not be construed as approval from requirements - Receipts for Extra Materials Delivered to tbe Owner. within 2 % of optimum moisture conten� 7�. 1993 A. The General Contractor shall provide temporary water service. The C. Data: Inelude as minimum following data: of Contract Documents unless deviations from Contract Dceuments have been - Miscellaneous Keys, Switches, Etc. �ariaus subcontractors shatl provide aII temporary connections and hQSes 1. Alphabetical list of all system components, with name, address and 24 D. Compaction: When as acceptable, uniform mcristure c�oo�ent is obtained specitically noted on su�mittals. - Final Application #or Payment. necessary to convey same to places needed. The General Contractar shall hour phune number of company responsible for servicing each item during compact each layer by mechanical meEhod acceptahk � t�e (';eetech�ical - Consent of Surety to Final Payment. pay for water consumed during the construction period. first yesr of o�eration. Engineer to the foIIowing densities as determined by ASTM I�9�: C. Resubmittal: The General Contractor shall make resubmittals untit the - Contractor' s Affida�it of Release of Liens (AIA Form G-706A). 2. Operating instructions for complete system including: concurrence of the Architect is obtained. - Projeet Recard Documents. 1 .04 TEMPORARY SANITARY FACILITIES a. Emergency proc:edures fur fre or failure of major equipmen�. Interior Uti6ty Trenches 959'0 " " ' � b. Major start, operation and shutdown pr�cedure. Backf"ill Behind Foundation Walls 95 % ''�f C �� 1.02 SUBMITTALS The above items are described in following articles or applicable sections !� ,�.� �j�� A. The General Contractor sha11 rovide and maintain ad uate cbemical 3. Maintenance instructions including: Interior Fill 95 % " • � P � e9 of the specitications. �, � A. Shop Drawings: Submit sepia and three blueline prints each. toilet facilities for the use of all employees engaged at the site in a. Proper lubricants and lubricating instructions for each piece of Exterior Utility Trenches Under Paving 95 % EDWARD M . com liance with a licable re ulations. equipment. Exterior Fill Under Pavin 95 % � GWATHMEY, ) R. ,� P PP S 1.U6 DEMONSTRATIONS g B. Product Data: Sabmit five copies each. b. Necessary cleaning, replacement and adjustment schedule, Trenches Not Under Paving 90 % , 4 �) * 1 .05 TEMPORARY PROTECTIVE FACILITIES Overint FiII 90 °!0 �' G � A. Equipment Demons tra tiuns: Upun comp le ti�n o f wor k, sc he du le time wi t h C. Job Site Documents: Only accepted Shop Drawings or Product Data shall be � � � A. Frovide and maintain rotective devices xnd facilities far the rotection Architect, aod instruct Owner s representati�e(s) once, in presence of kept at the job site. The General Contractor shall keep a complete set of P P The use of free water (puddfing) will not be allowed. � such dceuments on tile at tlte job site. of the public and the general protection of all workmen on the prujecE Aschitect and Engineers, on proper operation and mainteaance of equipment. � including, but not limited to: ll. Field Measureaieats: Required �eld measurements are the responsibility 1. Danger signs warning against hazards created by such features of END OF DIVISION 1 ' � � � � � . construction as rotrudin naiis hoists well holes window o enin � � � � � of the Contractor and will be made after Shop Drawings have been checked by P �' g � � � P SS� - the Architect. stairways and falling materials. � �t �� r � � � a � . v.� � �. � . BY...._ �-7 a � . i � - ---_.�DATE----��=�----1 , _ M / - ;._. � _ � � . . M ' Gwc�th mey . Pratt Sc h ultz . ,4rchnecrs, p.�. 3.05 UNDER SLAB GRAVEL 3.02 s�BCU�vE PKEPAK.d►TioN SECTION 02900 LANDSCAPING AND IRRIGATION PART 3 - EXECUTI�N C. Built-In Items: ��C��t�� W� 1. Cooperate to build-in items of others into masunry as work Tet (3031 476-i147 Install to compacted thickness of 4" under all interior slabs on grade. A. Cut and fill subgrade as required for proper grade. PART 1 - GENERA [. 3.01 INSTALLATION progresses. - Fax (303) 476-1612 2. Lintels: Install for openings over 15" in width. Steel lintels 3.06 TOPSOIL B. Plow or scarify subgrade to depth of b" and recomQact to 95 % density as A. C.eneraL• Unless c�therwise indicated, lay hlock in running bond. furnished under Section 0550{I. Install in heds of mortar and do necessar_y determined by ASTM D698. 1.01 WORK LNCLUDED 1. Where cutting of unifs is necessary, make cuts with a mot4r-driven pointing. Spread stackpiied topsoil uver all areas disturbed by constraction. masonry saw. 3.03 PAVING INSTALLATION A. Landscaping and irrigation work sha11 be provided by Owner under a 2. Joints shall be plumb or le�el. Tool exposed block joints. Rake or D. Starting and Stopping: Where fresh masonry joins masonr,y that is 3.07 F71vISH GRADING separate contract with a landscape contractor. Contractor shall fully strike flush joints in glazed blcek units as iadieated. partially or totally set, clean the exposed surfaces of the set mason�y and A. General: Comply with Colorado State Highway Department Standard coordinate with requirements of landscape contractor. Contractor shall 3. Adjust masunry d'unensions and install starter units as required to wet li�htly to obtain best possible bond with new work. Remove loose A. Remove excess materi�l from the site. Specifications. also ensure that water supply, drain-down and electrical requirements of eliminate small cuts and to maintain bond. masonrv and mortar. � irrigatio� contractor are provided as required for proper operatioa of B. Cut and �11 all areas as indicated or required to permit �nishing to B. Base Course: Place and compact to speci�ed thickness at 95 % density as irrigation system. B. Built-In Members : Slee�es o€ proper size shall be provided by ot6ers to E. Accessories: Install wali ties and other accessories in accordance with the finish grades indicated. determined by ASTM D698. Coordinxte as required with mechanical permit passage of pies thraugh walls. Build in wall slee�es, anchors, Section 04200. Locate ties lfi " o.c. vertically on each wall stud. subcontractor for installation of snowmelt tubing. plates, Gntels and other steel members pro�ided by uthers. Properly set -* 3.08 DAMAGED EARTH END OF DIVISION 2 such built-in members as walls progress and under the direction of party 3.03 POINTING AND CLEANING C . Asphaitic Concrete: providing same. A. Remove and replace earth that has been rendered unfit to receive 1. Delivery: Use trucks with clean beds. Ptotect from weather. A. Poinfing: Cut out defective joints and holes in exposed masonry and planting due to concrete water, mortar or lime water dumped on it. 2. Paving Machine: Self-contained power propelled paver with screed or 3A2 ACC�SSORIES INSTALLATION repoint wit�t mortar. Dry brush mas��nry surface after mortar has set at end strike-off assembly to attain continuous paving. Resulting surface shall - of each day's work and after �nal pointing. 3.09 FIELD QUALITY CONTROL be even without tearing, showing and gouging the mixture. • A. Harizontal Reinforcement: Install continuously 15 " o.c. vertically. La� 3. Rollers: Steel or pneumatic tires with minimum eight ton weight and 6 " . Install additional piece above and below openi�gs extending minimum 2' B. Cleaning: [Jpon completion of pointing and cleaning, leave the work area A. Excavation: Obtain the Geotechnical Engineer's approvai of depth and water system to keep wheels moist to prevent adhesion. beyond opening. Install horizontal reinfbrcement S" a.c. at glass block. and surrounding sarfaces clean and free of mortar spots, droppings, and extent of excavation for structures before starting fil6ng operations. 4. J��nts: Bonded and sealed. broken masonry. Clean exposed stone with stiff bristte brush and water. 5. Hand Placement: Allowed anly w�ere �aver cannot be used. Shv�el in R. Reinforci�� Steel: Install in blcek as indicated on the Drawings. Commercial cleaners and diluted acids shall not be used. B. Filling: Obtain the Geotechnical Engineer's approval of fill and the place. Leave higher than machi�e placed. method of placing and compaction before starting compacted fill or 6. Rolling: Thoroughly ro11 and compact. Avoid placement of material. 3.03 PQINTINC'= AND CLEANING . . backfiil. Obtain approval of the completed compacted e�l and backfill Use hand tampers where required. END OF DIVISION 4 from the Geotechnical Engineer. Suftieient tests wiD be made to DIVISION 3 CONCRETE A. Cut out defective joints and holes in exposed mas�nry and repoint with . assure compliance with these specitications. If, because of unsatisfactory test D. Resulting Surface : Smooth and true to indicated grade. Depressions mortar. Dry brush masonry surface after martar has set at end of each results it is necessary to retest af�ter corrective work, the cost of all shall not exceed ]I4" in 10' . day's work and after t'mai pointing. Clean exposed masanry with stiff � tests other than the initial tests shall be paid by the Contractor. hrush and clean water. C Division 1 - General Requirements app�ies to work of this division. � � C . Moisture-Density Determination: Samples of representative fill materiaLs SECTION Q2710 FOUNDATION DRAINAGE B. Upnn campletion of gointing and cleaning, leave the work area and � � to be placed will be o�tained by the Geotechnical Engineer for Division 3 - See 5tructural Drawings. surrou�€ding sarfaces clean and free of mortar sps�ts, droppings, and broken _- determination of maximum density and optimum moisture for t�ese materials. �ART 1 - GENERAL masonry. � I , > LU Unless ind3cated otherwise, tests for this determination will be made using methods conforming to requirements uf ASTM D1557. Copies of the results of 1 .01 WORK INCLUDED END OF DIVISION 3 � � these tests will be furnished to the Contractor. These test results will SECTIQN 04440 5T4NE � � be the basis of control for compactive effort. A. Furnish and install: DIVISION 5 METALS � 1. llrainage pipe and fittings at foundations. PART 1 - GENERAL � D. Density Tests: The density and mc�isture content af each layer of 2. Free draining gravel at drain. I ) � C : � compacted fill in place will be determined by the,Geotechnical Engineer in 3. Protective covering. 1 .01 SUMMARY �LJ � acwrdance with ASTM D155b or D2922. Recompact any material found not tU 4. Connection to daylight ouNet. Division i - General Requirements applies to work of this division. � - comply with the mini�num specified density until the required density is A. Section includes: See Structural Urawings for Structural Metai Fabrications. (� obtained. PART 2 - PR{)DL7CTS 1. Elcterior stone veneer. } SECTION 05120 STRUCTURAL STEEL � � � E. Field Engineering: T6e respons�bdity for hnes, grades and levels 2.01 MATEKIALS 3. Stone mantle and hearth at fireplace(s). N Q necessary for pro�er Iceation and execution of the work rests upon the 4. Stone fountain. (Material sup�Ged 6y [)wners•) PART 1 - GF.NERAL O � Q( Cuntractor who will retain a competent instrument man for this purpose. A. Pipe: Ribbed tlexible black ABS type. 5. Stane columns. (Material sugplietl by Owners.) � 0 Carefully protect bench marks and reference points. 1. Provide perforated next to foundation and unperforated elsewbere. iAl QUALITY ASSURANCE � O 2. Size: 6" diameter anless otherwise indicated. DIVISION 4 MA50NRY i .fl2 SUBMITTALS A. Welders: AWS qualified. + U � g g �� Division 1 - General Re uirements a I�es to work of this division. A . Sam le: Submit sam les of cut stane and stone veneer for a roval b � O ' SECTION 02513 ASPHALTIC CONCRETE PAVING B. Pervious Backf'ill Material: Free drainin ravel consistin of minus 2 9 PP � p P PP Y aggregate having less than 5 % passing No. 200 sieve and less than Sfl % Architect. 1 .02 REFERENCES � .J PART 1 - GENERAL passing N�. 4 sieve. ~ � SECTION 0420D UNIT MASOAIRY B. Sample Panel: Construct 3' x 4' wall pa�el of stone veneer in lor.ation A. 5tructural Steel Work: Comply with AISC Speci�cation for the Design, Q � Q 1.01 WORK INCLUDED C. Protective Covering for Pervious Backfill: Mirafi 140N or accepted as directed by Architect. Appro�ed sa�nple wail shall be standard for Fabrication and Erection of Structural for Buildings. � � substitute in accordance with Section 01600, remainder of work. Remave at cnmpletion of project. ' A. Location of Work: PART 2 - PRODUCTS B. Weldin�;: Comply with AWS 5tructural Welding Code - Steel Dl .l . 1. Driveway witb hydronic snowmelt system (coordinate with mechanical D. Drainage panels: Mirafi Miradrain 2000 or approved substitute. �ART 2 - PRODUCTS subcontractors). 2.01 MASONRY UrTITS 1 .03 SUBMITTALS PART 3 - EXECUTION � 2.01 STONE lA2 QUALITY ASSDRANCE A . Lightweight Block: ASTM C90, Grade N, sizes as required, minimum net A. Shop Drawings: Submit in accordance with Section 013d0. 3.01 INSTALLATION compressive strength 1500 psi. A. Stone Veneer. Moss rcek to match Sonnenalp HatEl in Vail, Colorado. � PART 2 - PRODUCTS , A. Comply with Standard Speci�cations of the Colorado State Highway - - -- �,,r' ` - --.� - � ' �'-'1. . - '� "' . De artment. A. General: ZA2 ACCESSORIES , , , p i� � . r " . ` j 4 Ar hHe�Ce� P.C. tt/SchulTz ° 2.01 MATERIALS 1. Keep trenches dry during installation of drainage system . 9he�e�-Ee�kerr�4,s s�le,Fte�wnd.tip��c►�ed hy A�+�'� �i�iT�r ! AM RighTs Reserved , B. Driveway layout and grades to be surveyed and approved by the Town of 2. Take precautions to prevent crushing of pipe during backf'jlGng. A . Horizontal Reinforcement: Dur-O-WaI, AA Wire or approved substitute, 6 ` ��-..,,� _ � '` ---.�... .� "'° -.._. _ _ _ . . '' `° -- _... _ ___._ ';'''^�..._....-�""'�---''��""-'� Thls document, and rhe �o9 Vail prior to installation of paving. Maximum slope shall not exceed 10 % . welded truss design, full width of walls. Use prefabricated corners and C. Mantle and Hearth: Cut stone per details on tbe drawings. A. Steel Shapes, Bars and Plates: ASTM A36. ' he e�o9nm�lnsfr�umenof profeaslond aervlce. Is the B. Beddin�,: tees. operty of Gwathrr� /Pratt/ B. Standard Bolts and Nuts: ASTM A307. �cn�rz Archltects, P.cy a,d � PART 2 - PRODUCTS 1. Place graded bedding prior to laying of foundation drain pipe. D. Stone fountain: As sup�lied by Owner and to be installed by Contractor. noi to be used. In whole or in part, for any other proJect 2. Rest each section firmly upon the bedding, through entire length. B. Stone Veneer Ties: 22 �;auge galvanized corrugated ties. wlThout the wrliten m,rt,onzat�on C . Paint: Red Oxide rimer. of Edwcrd M. Gwathmey Jr., 2A1 PAVIl�IG MATERIALS E . Stone calumns: As suppiied by Owner and ta he installed by C�ntractor. P Henry R. Pratt cx Sldney Sch�ltz C. Pipe Laying: C. Reinforcing Steel: ASTM A615, Grade 4fl. A. Materials in accordance witb the Colorado State Highway Department 1. Lay drain lines tc� uniform grades and alignment, with continuaus fall E Stone wall cap: 2" nomioal thickness Colorado buff sandstone. 2.03 ANCHORS Speci#ications. in direction of tlow with minimum slope of 1/8" per foot. 2.03 MORTAR MATERIALS Rettangular shape: As selected and appro�ed by Architec� 2. Clean interior of pipe thoroughly before being laid. � A. Provide ancho« for steel framing as indicated and required. 1. Base Course: Crushed rcek or stone. 3. Lay perforated pipe with perforations facing down. A. Portland Cement: ASTM C150. 2.02 MORTAR AND ACCESS{}RIES Dote: 30 AUG '93 2. Asphaltic Concrete: ASTM D946 asphalt cement with coarse and Cne 4. Connect to outlet as indicated. PART 3 - EXECUTION aggregate free from vegetable matter, clay and deleterious substances. B. Hydrated Lime: ASTM C207. A. Mortar: See Sectiun 04200 Unit Masonry. Revlsed; 3.01 ERECTION D. Install Miradrain against foundation wall per ma�ufacturer's Q 1, OG� � � sJ - - 2.fl2 ASPHALTIC CONCRETE MIX recommendations. C. Aggregate for l�iortar: ASTM C144. B. Wall Ties and Access�ries: See Section Q42fli� Unit. Masanry. A. General: Erect structural steel in accardance with AISC Specification . A. Design and mix in accordance with Colorado State Highway Department E. Back�lling: U. Water: Clean and free from deleterious amount�s of acids, alkalies or PART 3 - EXECUTION and nates on Drawings. p�C ] �yy� ' . Speci�cations, Grade EX. 1. After pipe installation has been accepted, place pervious 6ackf'ill organic materiaLs. • material on each side and top of pipe to dimensions indicated. A . Cleaning: Remo�e dirt, ice, l�wse rust and scale from walls, ties prior B. Temporary Bracing: Provide temporary bracing as necessery far dead load, PART 3 - EXECUTION 2. When placing crushed rock backtill, prevent displacement of or injury to installation. wind and erectioa stresses. E . Antifreeze Compounds: Not permitted. to pipe. 3.�1 PAVEMENT DESIGN 3. Place protective covering full width o[ trench, over pervious B. Cooperatian: Check relationship of masonry to work under other sections, C. Bearing Plates: Align individual bearing plates for beams and sim�lar y : : - - F. Other Admixtures : Only with permission of Architect. - structural members with wedges or shims. • ` 4 Q � backfill before other backfill is placed under Section 0220(}. c�operate with others and praceed as desirable for qeneral progress and . �� y � r' �Q99 , A. Pavement thickness: 4. Wrap filter fabric over top of pipe and pervious backfiR before 2.04 MIXES best interest of project. � continuing to backf'dl against wall per Section 02200. Provide full lap af � EDWARD M . 1. Aggregate Base Course 6 inches filter fabric across top. A. Block Setting Mortar: Type S cuntaining Portland cement, hydrated lime 3.02 INSTALLATI�N QF STONE VENEER � � GWATHi�{ EY, j �. 2. Asp6altic Concrete 3_inches and aggregate. The use of accelerators or antifreezes not permitted. {l � 3. Total thickness 9 inches 5. Rackfill against Miradrain 2000, taking care to ensure that product A. GeneraL• LaY stone in desired pattern. Wall textnre shall match the �"' C " � � v � �� p -� � C� �' � � � . stays flat to wall. approvecl sample panel. Jaints shall be glo�e raked, and back grouted as � � B. Stone Mortar: Only non-staining mortar shall be used for stone work. required to o6tain desired appearance. /f/ r ''� Mortar shall consist of non-staining Portland cement and aggregate. � O � A i `SC � � R�i�, Proportions of mortar mi�e shall be approved by t�►e Architect before B. Wires: Cut off any wires beneath tbe surface that are use� for tying tie l � O � �� beginning work. A limited proportion of masonry cement may t►e used upon sto�e in place during mortaring. Exercise care that such ends are properly approval of Architect. The use of acceleratars or antifreezes in mortar is co�ered tn prevent occurrence of rust. --------------DATE-- Sheet I�k�rnber prohibited. BY_..._.�._ �_ , . .--- �---- -��- C. Grnut: 31x10 psi. A9 . 2 .� ; � , � Gwath mey P rc�tt � Sc h ultz ArchHecta, p.c. r � � . Qlates: Dou�;las Nir Standard Grade ur Better. Sill plates shall he B. Laminated member shall be detailed and fabricated in accordance with t�e D. Wood Stairs: Construct treads of 2 Ix_yers 314 CDX lywood and 1/2 CDX 1000 S Front Rd West " P " DIVISION 7 THERMAL AND MOISTURE PROTECTION v�, c�«� �� SECTI�N 05500 METAL FABRICATIONS T� {303) 476-f147 ' pressure treated llouglas Fir or Redwoal. Standard 5pecifications for the Design and Fabrication of Stractural Giue plYwcx�d risers. Install U2" plywood o�er stair stringers glued and nailed Fme i303f 476-1512 Laminated Timber, latest edition as published by AITC. to stringer with AP� appro�ed adhesi�e. Pmvide glue blocks as required. Uivision 1 - (Teneral Requirements applies to work of this divicion. PART 1 - GENERAL 2A3 MICRO -LAM BEAMS Nail and glue joints nat supported by angles. C. Provide units conf�rming to AITC 117, 22FV8, D.F. for continuous members SECTION Q7115 5ELF-ADHESIVE MEMBRANE WEATHERPROOFING 1 .01 LOCATION OF WORK A. Beams: Trus Jo�st or approved substitute Iaminated of Douglas I�'ir. and cantilevers and 24FV3 for simple support members. Members shali be E. Stair Railings: Ciear white pine as shown on t e awmgs. designed with zero camber with te�p surface clearly stamped on each member. YART 1 - GENERAL A. Steel pipe closet rods. 2.04 SH�ATHING F. Interiur Handrails to be clear white pine. 2A2 HAIiDWARE - -Y - - ' �� - -- � . '� - lAl WORK INCLUDED , B. Miscellaneous angles, channels, tubes, and plates. A. Roof Decking: S/S" C .D. plywood nr 5/S" Louisiana-Pacific Waferbaard. ; �G. Wood Fic►oring to be 3 2/4" wbite oak. Finish to be double stained with ; A. Materials: � ` Minwax Special Walnut. �2 GD��i � A. Furnish and install membrane waterproo�ng at the fol�owing locations: L02 QiJALTTY ASSURANCE B. Wall Sheathing: 1/2 " C.D. plywood or 1/2" Louisiana-Pacific Waferbc�ard. 1. Steel: ASTM A36. � � � � � - - - 1 . Over root sheathing, covering entire surface of the roof, before 2. Bolts: ASTM A307. H. Wood Paneling to be clear white pine 1 x 6 V-groove to be stained. installation of cold ruof assembly. Extend up side wails at roof 2' -6 " A. Welders : AWS certi6ed. ' � C, Plywood FlooC Decking: . - - . _.. 3. Lag Screws: ASTM A307. minimum where applicable. lA3 REFERENCES � � 1. Thickness: " ��-� CD plywood. J I. Beams to be solid Engleman Spruce sawn and draw knifed for hand hewn 2. Exposure Dura�ility: Exposure 1 (Interior with exterior glue}. B. Finish: Steel prime coat. tinish, tc� receive stain. 1.02 SUBMITTALS A. Metal Eabrication Work: Comply with AISC Specification for the Design, 3. Single layer floor sheathing shall be T& G. 2.43 FABRICATION 2.02 EXTERI4R MATERIALS ° A. Product Data: Submit copies of manufacturer's literature for all Fabrication and Erection of Structural Steel for Buildings. ' - ' � ~ D. Floor Llnderlayment under wood flooring or carpet: 1/2 " Homasote, unless Gp�lse � �n �i products furnisl�ed. See Sectiou 0130(1. _ noted otherwise on the Drawings. A. Fabricate in accordance with AITC Standards. � � A. Wood Fascia and Trim : °F��fte�} re-sawn western red cedar B. Eacposed Metal Fal►rication Work: Comply with Section 10 Architecturally �' • as indicated. No knots all�wed in bottom edges. � 1.03 JOB CONDITIONS Eatposed Structural Steel of AISC Code of Standard Practice. - - '�` _, -- �' - � - � 2.05 METAL FRAMING ANCHORS PART 3 - EKECUTION B . Exterior waa�d siding to be i x 6 nom T & G, V-Groo�e, select tight knot {STK), A. Environmental Conditions: During cold weather, maintain substrate C. Welding: Comply with AWS Structural Welding Code - Steel Dl .l . A. Acceptable Manufacturers: 3.U1 PREPARATION re-sawn western red cedar siding. temperature at minimum of 40 degrees F. 1.04 SUBMITTALS 1 . Simpson Company 1 . Deliver and store at as early a date as possible in urder to reduce 2. Teco A. Ins�rect previous work and field measure as required. moisture content as mucb as possible. Material shall be kiln dried and pART 2 - PRODUCTS A. Shop Drawings: Submit in accordance with Section f�13d0. 3. Harlen Metal Products _deli�ered with moisture cc��tent not to exceed 8 %, b % is preFerred. 4. Silver Metal Products 3.02 ERECTION AND INSTALLATION � � � Goµr�j • G�� 2.01 WATERPROOFING MEMBRANE PART2 - PRODU CTS 5. KC Metals �, C. Exterior Handrail: 6leerredwood ar cedar. _ b. Approved Sabstitute A. Fit members together accurately without modi�cation. Accurately A. Aceeptable Systems: assemble to lines and elev�tions indicated on shop drawings. D. Air Infilttation Barrier: Typar HauseWrap. 1. Prutecto Wrap Jiffy Seal Ice and Water Guard 60 mil with all W C y 2.fl1 MATERIALS B. Types and Sizes: As indicated and required. accessory products. ( , O A. Steel P'ipe and Tubing: ASTM A53, A501 , or A500; Schedule 40. Closet 2.03 CLOSET SHELF �IND ROD 2. Approved Substitute - W.R. Grace [ce and Water Guard. U '- rods to be 1 " nom diameter with threaded ends. Provide with threaded C. Accessories: Pravide nails and bolts as recummended by manufacturer. SECTION Q6196 PLYWOOD WEB WOOD iOISTS � � flange tittings for attachment to wall. Shop prime and pain� See A. Melamine surtaced particle borird shelf with clear white pine nosing and PART 3 - EXECUTION - Divisio� 9 for finishin . PART 3 - EXECUTION PART 1 - GENERAL steel pipe rod (see Division 5}. Shelf to be supported b_y continuous pine W � g } cleats at perimeter and white finis6 roetal brackets as required at spacing 3.Oi APPLICATION Q � B. Paint (miscellaneous items): Red metal primer or Rust-Oleum 1069 red 3.01 GENERAL 1.01 SUBMITTAI,S not to exceed 4' -0" fl.c. Two (2) sbelves and rods where sl�own. Q A . Priming: Prime surfaces if recommended. � primer. Field apply asphaltic base paint on all below-grade masonry , supporting ledger panels. See Division 9 for 6nish painting. A. Cooperate with other trades. Provide wood grounds, blocking, backing and p, Shop Drawings: Submit in accordance with Section 01300. PART 3 - EXECUTI(?N ( � framing required for other trades. Cut and patcl� rough carpentry as 8. Joints and Breaks: Apply a 6 " wide x continuous strip of waterproofing " � f � required. lA2 DELIVERY, STORAGE AND HANDLING 3.41 INTERIOR INSTALI .ATi{}N W � membrane beneath all joints and at horizontal to vertical transitions and � END OF DIVISION 5 at all corners and angles befare applying membrane. n ' - 3.02 INSTALLATION A. Store joists in vertical pasition, off the ground and covered for A. Quality Grade: AWI Custom. LJL (� protection fro�n weather. C. Terminations and Penetrations: Apply a 6 " wide x continuous strip of A. General: Install framing, sheathing and metal framing anchors ia B. Interior Finish Trim: +" � membrane with mastic sealant as recommended by the manufacturer at the accordance with the Uniform Building Code. PART 2 - PRODUCTS 1. Wherever possihle, eack length of finish trim shall be in single z � � perimeter of all terminations and penetrations and as iadicated on the � Q piece. Miter jaints at corners. Duuble miter base at outside corners. Drawin s. B. Framing: 2.01 PLYWOOD WEB JnISTS Window jamh casings shall butt to head trim and to sill. Sill to ea�tend g O L � ' 1 . Perform framing in substantial manner consistent with accepted past jamb trim as shown on the drawings. Skirt trim at window sills shall � O D. Membrane: Apply membrane system as recommended by manu[acturer. ( n � J standards in the carpentry trade. Erect framing plumb, level and true; and p, W�d I-Joists: WSI as manuCactured by Williamette Industries, Inc., or have mitered returns to walls. Doar trim to have mitered corners at top � � Q rigidl,y anchor in place. � appro�ed substitute. Substitutes will only be cunsidered which have and plinth blocks dt bottau�. E. Membranetst►all be discontinuous 1 " either side of all roof ridges. " U - 2. Install interior finish level, pinmb and true and rigl�tly secure to � � 2. Loi:ate studs 16 " o.c. except where indicated otherwise. Provide capacities in bending, shear, and det7ection greater than the member shawn Insta11341b. felt at ridges with 12 inch overlap on membrane. _ duuble studs both sides of openings and at ends of walls. on ihe structural drawings. bracing with nails, screws, glue, etc. Blind nail wherever possible. ' 3. Locate roof joists as indicated. Provide continuous headers or solid Wbere surface nailing is necessary, use finish nails carefully set with � J F. 15 Ib. felt instailed dver cold roof assembly prior to fiberglass � DIVISION G WUOD AND PLASTICS blocking (as indicated) at joint bearings. Provide bridging as indicated. PART 3 - EXECUTION nail punch vr use pneumatic fastening de�ice. shingles. Q Q 4. Replaced warped lumber in walls and joists prior to installation of � 3. Except where molded, mill trim with per€ectly syuare edges. A�ter � �nish surface. J > . 3.01 ERECTION AND INSTALLATION erection, slig,htly round exposQd edges by sanding. Division 1 - General Requirements applies to work of this division. 5. Ancl�or plates at bearings as indicated. Unless otherwise iadicated, 4. Finish shall be hand smoothed, ready for painter and free frum SECTI4N �7150 DAMPPROOFING _ bolt plates firmly to concrete with 1/2 " x 8" anchor bolts, 4' -0" a.c. or A. Pla�e joists in positions indicated on shop drawings and support in machine or tool marks or any roughness. SECTION Ofi100 ROUGH CARPENTRY - See Struetural Drawings for use ramset, or equal, powder-actuated fastening system. manaer indicated. Keep joists in upright position at all times. Hold PART 1 - GENERAL Additional S�ees. b. Spacing of joists at tile tloors shall not exceed 16 " on center and chords in a straight lines frnm time of setting until sheathing is applied. C . Woad Door Frames: Install frames square and glumb in the opening, wedge, detlectian shall 6e no greater than L✓500. and nail with finish naiis. 1.01 I,OCATION OF WORK PART 1 - GENERAL 7. Install tloor decking with screws and continuous bead ai ac3hesi�e on B, Install bridging as erection proceeds. Install temporary bracing to op edge of all joists. ma�ntain alignment and prevent lateral movement. 5ecurely anchor as D. Underlayment: glue and nail accarding to mannfacturer's recommendations. A. Outside all concrete foundation walls at all basements. Extend 1 .01 REFERENCES indicated and recommended by manufacturer. C. Sheathin�: Install sheathing panels with face grain across supports. 3.Q2 EXTERIOR FINiSH dampproofing to 6 " below Cnis gra e. OO Copyrlght Gwathmey/Pratt/Schuitz -� Archltecis, P.C. AN Rlghts Reserved A. Wood Framing: Comply with requirements of Uniform Suilding Code and C. Spacing of joists at tile floors shall not exceed 16 " on center and 1.02 PROJECT CONDI�'IONS „ D. Metal Framin Anchors: Securel fasten in lace in accnrdance wit4� A. Instali air int'iltratian barrier according t�� manufacturer's This documeni, �d ihe �deas "National Design Speci�cations for Wa�d Construction , 1982 edition, as g y P deflection shall be no greater than L/5U0. m,a des��,s 3ncorporoted published by National Forest Products Association. manufacturer's recommendations. instructions. A . Environmental Re uirements: Do not a 1 � if air tem erature or surface herein, aS «, r,gt�,n,e�t o q pp 3 [1 professlond servlce, is the roperty of Gwaihme /Prattf SECTION 46181 GLUED-LAMINATED STRUCTURAL UNITS B . Install al! exterior trim and siding in maximum lengths. Seal all temperature is below 40 degrees F. �n��rZ Architects, P.cY �,d ig $. Lumber: Comply with Standard Grading Rules for We�stern Lumber published SECTIO�i 06200 FINISH CARPENTRY not to be used, o, who+e o� a, b WesterQ Wood Products Association. EacS piece of lumber shall be grade surfaces, including tield cut surfaces, with clear waterproo�ng type pa►r, for any otner p�o�r wlThout the wrttten authorization PART 2 - PRODUCTS of Edwcrd M. Gwathmey .k., y sealer before installation. Install all exterior trim using hot-dipped Henry R. Prott or Sldney Schultz, stamped. PART 1 - GENERAL PART 1 - GENERAL galvanized or non-corrosive tyge screws. 2.01 MATERIALS C . Plywood: Comply wit� iJ.S. Product Standards PS 1-74 for Softwuod 1.01 Q[JAL�TY ASSURANCE LOl REFERENCES ' Plywood/Construc�on and IndustriaL Each panel shall be identitied with B. Exteriar siding: Install siding u�er sheathing and air inHltration barrier. Instal� exterior siding using hot-dipped galvanized or A. Primer: Flintkote 710-01 or equal. the grade trademark of the American Plywood Association (APA). A. Manufacturer: Member of American institute of Timber Construction (AITC) A. Comply with custom grade requirements of "Architectural Woodwork and five years experience in fabrication glued-laminated structural units. Qu��ty Standards and Guide Specifications", 1985 edition, as published nan-corrosi�e type screws. Dote: 30 AI�G 93 B. Asphalt Emulsion: Flintkote 700-03 or eqaal. PART 2 - PRODUCTS by the Architectural Woodwork Institute {AWI). - B. Quality Mark: Meml�ers shall be marked with AITC quality mark indicating evlse ' . PART 3 - EXECUTION 1 2.01 ROUGH HARDWARE conformance to ANSI 190.1 . PART 2 - PRODUCTS END UF DIVISION 6 � � �G I , � • 3.01 PREPARATION A. Provide necessazy bolts, screws, nails, clips, plates, stra�s, hangers, 1.02 REFERENCES 2.01 INTERIOR MATERIALS et.�:., necessary for the completion of rough carpentry. Use correct , p�C 7 1993 A. Clean surfaces to be dampproofed. Fill voids and honeycom ui concrete material of proper size and strength for the purpose intended. Conform to A. Uesign and Manufacturin�: AITC 117-82 Design and Manufacturing, Standard A. Quality grade: AWI Custom wa11s with grout. Brush down snrfaces to remove loose scale, �igs, dust, etc. the requirements of this specifcation, the notes on the Drawings and Specifications for Structural Glued-Laminated Timber of Softwood Species. applicable building codes. B. Interior Trim : � Z . 3.02 APPLICATION �'�., 1.03 SUBMITTALS Q 1 . `'� pine. Finger jointing nat acceptable. Custom . . - B. Provide anchor bolts indicated to be built into the concrete and masonry pro�le(s) as selected by �wner. A. Primer: Brush or spray primer onto surface at rate of U2 to I gatb� � Qf COID for support of wood framing for installation under Division 3 Concrete and A. Shop Drawings: 5ubmit in accordance with 5ection 01300. '; , D __ � ,.. �+ � � , .. �� b�� p q P �; P Y• ` , � �,�0 er 100 s uare feet de endin on surface orosit � - � ` Division 4 Masonry. 3. Skirts �+ 3/4" x 3-1/4" �,�� ` , FART2 - PRODUCTS / O 4. Sills• 5/4" naminal. B. Asphalt Emulsion: Brush or spray two coats of emulsion over primed EDWARD M . 2.02 FRAMING LUMBER Y _ r ��__ � . �W ... __.:_a....,... c �� , _, c � r� �� ,..,...:.,.,� �i�/ry�i surface at rate of 3 gallons per 100 square feet. :i � 6WATH �" �Y, � f� . � 2.01 LAMINATED BEAMS � - - _ .._ _ . �' ._ _ ._ C- 2 1 A. 2 x 4 Studs: Douglas Fir, Standard Grade or Bett�r. C . W�od Da�r Frames: White pine, C select or better. Flant assembled with A. All laminated members shall be #abricated of Dougtas Fir Larcb as 12 % corners dadoed and glued. Finger jointing not acceptable. Provide door � � � � � � B. 2 x 6 Studs: Douglas Fir, Nc►. 2 Grade or Better. moisture content in accordance w�th WCLIB. All sizes shown are net. frames as required for Owner supplied doors. �� 'Fp RC'�� , .:� � z� C. Headers: Douglas Fir, No. 2 Grade or Better. � �J � C_ l ' �,i � o I- Y i-�� i �, . D. Jo�sts: Douglas Fir, No. 2 Grade or $etter. Sheet BY__ .__..__.._._ , ------._-_ � " l E. Blocking and Furring: Douglas Fir or Hem Fir Standard Grade or Setter. _.__ _ QATF.�oc.� ,1�� A9 . 3 � � ; � Gwath mey Pratt - Sc h ultz ��r,�r�fg, �.�. '. - SECTI�N Q7210 B [TILDING INSULATION 2.02 MATERIA�.S C. Install ridge vent and prefabricated ridge shakes over ridge vent per DIVISION 8 D04RS AND WINDOWS B. Manufacturer and Type: flush 4 panel insulated �verhead door as submitted ��tO�57 w� manufacturer' s instructions. and approved. F i303f 476-]612 PART 2 - PRODUCTS A. Adhesive: Dryvit Primus/Adhesive. nivision 1 - General Reyuirements applies to work of this di�ision. 1 . Operation: 11�otorized with operation by hand held activator in 3A2 COMPLETION vehicle and push huttnn operation in garage. 2.Oi MATERIALS � B . Insulation Board: 1. Type: 1 " thick extruded polystyrene. E.P.S. is not accegtable. At �ompletion of project, replace damaged shingles as directed by the SECTION 0821U WOOD DOORS G Size: As indicated/as required. A. Perimeter Foundation Drainage Insulation Board: 2 " thick x 24" wide 2. Flame Spread: Less than 25. Architect. 3. Insulation Manufacturer: Approved by system manufacturer. D. Track: Provide standard track with Delrin rollers for reduced Dow Styrofoam Thermadry waftle drainage Board insulation. No PART 1 - GENERAL substitutions without Architect's written approval. SECTI0�1 07b00 FLASHING AND SHEET METAL operational noise. C. Reinforcing Mesh: 1 .01 REFERENCES B . Blanket Insulation: FS HH- 1-521F, Type 1, unfaced �ber glass batts or 1 . Up to 3' •0 " at ground levels and at decks abuve grade: Dry�it Panxer PART 1 - GENERAL E. Hardware: Counterbalance door with torsiun springs and galvanized lift blankets. Provide thermal resistances as indicated and as follows• Reinforcing Mesh. cable. Provide standard hardware for inside latching and cylinder lock. , A. Reference Standairds: See Section 0106Q for wstom wood doors. ComQly 1. Walls: R-19. 2. Other Locations: Dryvit Standard Reinforcing Mesh. 1.01 R�FERENCES with follawing: F. Finish : Wood siding installed by door supplier, provided b,y Contractor. 2. Roof: R-30. 1 . Architectural Woodwork Quality Standards, Guide Specifications and � 3. Plumbing Walls: R- 11 each side. D. Finish: Dr�it acrylic based factory mixed costing with integrai culor A. Reference Standard: Com ly with recommendations of SMACNA Arcbitectural p Quality Certification Program, Fourtli Edition, as published by the G. Supp�rt: Qrovide necessary supplemental framing for support of tracks. and texture. �ne color reqnired. Sheet Metal Manual, latest edition. Architect Woodwork Institute. • C. Blanket Insulation: Foil faced �ber glass batts or blankets under all , a. Comply with premi�m grade requirements. PART 3 - EXECUTI�N radiant tloors. Provide tlame spread FS-ZS and thermal resistance of R-i9. E. Cement: ASTM C150-85 Portland Cement Ty�e I• PART 2 - PRODUCTS Install foil side up. 1 .02 SUBMITTALS - F. Water: Clear and potable. 2.01 MATFRIALS . 3.01 INSTALLATION D. Vapor Barrier: A. Sh�p Drawings: Submit in accardance with See�ion �1300. Indicate 1. Walls and Roof: 4 mil polyethylene between interior drywall and PART 3 - EXECUTION A. Galvanized Iron: ASTM A526 commercial ualit sheet steel with A529 G90 A. General: Install overhead doors according to manufacturer' s instructions q y � location, size, etevation, details af construction, hardware blocking, �re and reviewed Shop Drawings. insulatioa. commercial hot dip galvanizing, phosphatized for painting { " Paint-Lak" ). rating, factary preparation requirements for �ach door type. 3.01 EXAMINATION Gauges as indicatQd and speciCied, 26 gauge minunum. B. Provide doors to appropriate sub-contractors for installation of wood E. Sound Insulation : 1.03 QUALITY ASS[JRANCE 1 . 3-112 " thick unfaced glass t"iber sound insulating bat�s in all A. Veri�cation flf Conditions: Comply with Sectian 01fi00: $, Clips or Cleats: Same as material being installed. siding. . interior walis and in all flaors not covered above. 1. Existing Conditions: Examine substrate before beginning A. Regulatory Requirements: Pro�ide UL or Warnock Hersey 20 �ninute label on C . Weigh doors and adjust springs and other hardware as required. installation. C. Nails and Fasteners: Galvanized or cement coated. doors requirin� �re label. (noors to Garagey. F. Mechanical and Plumbing Insulation. (See Division 15 also.) • ' F.p � , 2. NotiCcation: Notify General Contractor of unsatisfactory conditions PART 2 - PRODUCTS 1 . Insulate the hot water circulation i in with Certainteed 500 D. Sealant: Polynrethane. Roofer mastic not acceptable. "snap-on " molded one-piece tiberglass insulation with a 1 " walt thickness. in writing with copy to Architect. SECTION 08611 METAL CLAD WOOD WINDOW5 AND DOORS W c 2. Insulate the fallowing cold water piping with Certainteed 500 PART 3 - EXECUTION 2.01 UWNER SLJPPLIED DO�RS r 1 O � " snap-on" molded fibergiass insulation with a wall thickness of 1/2" (3/4 " g• Acceptance: Beginning of worlc means acceptance of existing conditions by PART 1 - GENERAL U _- „ , applicator. 3A1 W�RKMANSHIP A. Descri tion: Some doors will be sa hed by Owner. Contractor to z � or smalier diameter) or 1 (larger than 3/4 L diameter). p PP � __ ' 1.01 SUBMITTALS a. potable cold water piping. coordinate as required with all trades and subcontractors for proper � ) 3.02 PREPARATION b. interior above ground storm water piping. A. Flashings: Including, but not limited to: �nstallation and ogeration of these donts in the locations given in the _- A. Shop Drawings: Sub�nit in accordance with Section 01300. 3. Insulatiun not required at chrome-plated exposed piping, air 1. Counter, Base and Chimney Flashing: 24 gauge. door schedule. Q chambers, unions, strainers check valves balance cocks, flow re ulators, .�• Pl'otection: Provide drapes, drop cloths and uther protection required to 2, Ed e Flashin at Shin le Roofin 24 au e � � � g S g g g� g g • � draina e � in lceated in crawl s aces buried � in fire rotection protect adjacent surfaces from damage during finish operatiuns. 3. Base Flashin at Junctures of Shin le Roofin with Vertical Surfaces: PART 2 - PRODUCTS � g p•p g p , p'p' �, p g g � 2A2 PAN�LED INTERIOR ll{}OR5 piping, and pre-insulated equipmen�. 24 gauge. ( (� � 3.03 INSTALLATION 4. Valley Flashing: 24 gauge. A. Descrigtion: Custom manufactured solid stack 4 panel doors, AWI premium 2A1 MANUFACTDRED WOOU WINDOWS v � SECTION 07240 EXTERIOR INSULATION AND FINISH SYF�I�EM 5. Fireplace Flue Top Cover: 16 gauge as indicated. gr � � ade construction. Pre-machined for hardware. Thickness as scheduled. W� � ��Z � •' � A. General: [nstall insulation, reinforcing mesh, and �nish coat in 6. Other locations as indicated. QA. As manufactured by Eagle or approved substitute. Standard sizes as -, _ accordance with manufacturer's recommendations. ; scheduled and custom sizes and shapes as scheduled or required. Provide � � PART i - GENERAL B . Species: Solid stuck- stain grade clear wbite pine. � (� SECTION 07900 OINT SEALERS _ egress type window hardware where required. Notify Architect promptly if � 1.01 SUMMARY B. Insulation: Install insulation with adhesive in running bond with joints scheduled windows do not meet egress requirements. �� Q staggered and interlocked at corners. Ali�n edges to produce flat . C . Glazing: 5ee Drawings. PART 1 - �ENF.RAL _. �' .� . . _ __ . : cn Q surfaces. Let dr 24 hours. Sand hi h areas to roduce flat surfaces. B. Finish: Aluminum clad with manufacturer's standard bronze color. � m Q A. Section Includes: v g p U. Hardware: See Section 08710. Untinished wood inside to receive finishing as specified in Section 09900. 4 � � 1 . Insulation and finish system on walls and soffits as indicated. 1 .01 SCBMITTALS C. Base Coat: Apply 1/16 " coat of adhesive and immediately embed � . . reinforcing mesh into wet adhesive and smooth surface until mesh is not PART 3 - EXECUTION � � J C. Weatherstrip : Weatherstripped. O 1 .02 SUBMITTALS visible. Lap mesh edges 2- 1/2 " . Allow to dry 24 hours. A. Samples: Submit for color selection in accordance with Section 01300. U 3.01 PREPARATI(}N � A. Product Data: Submit in accordance with Section 01300. Include PART 2 - PRODUCTS D. Glazing: Factory glazed with Low E Squared (R=4) insulating glass, Q manufacturer's speci6cations and application instructions. D. Finish Coat: Apply with clean stainless trowel in continuous operation adjusted for altitude as required. Provide tempered glass in all locations � " without cold joints in color and texture to match accepted sample. A. Conditioning: Condition doars ta average humidity in installation area J 2.01 MATERIALS prior to hanging. Warped doors s6aii be replaced or the defect remedied at where required by applicable codes. � � B . Samples: Submit 2' x 2' samples of each type of color and texture f�r 1 . Form to special shapes and lines as indicated. • na cost to the Owner. Q � Q acceptance in accordance with Section 01300. A . Acceptable Manufacturers: E. Accessories: Windows shall come with matching jamb extensions, size as J � 3.04 CLEANING required {field verify). Provide head drip cap tlashing, nailing fins and , 1. DAP, Inc. B. Pretitting: Pretit new and Qwner supplied doors to frames and machine C . Quality Control Submittals: 2. Parr, Inc. � p p any necessary hardware, anchors or related items. , A. Cleaning: Clean adjacent surfaces splattered with synthetic plaster. far hasdware to whate�er extent re uired for ro er fit and uniform � - 1 . Certified Craftsmanship Certificate: The lathing and plastering 3. Pecora Corp. clearance at each edge. . F. Trim Flashings: Provide all related trim and flas6ings. _ contractor shall notify the Mountain States Bureaa for Lath, Plaster, and 4. Sonneborn Building Products Drywall, Inc., 1181 S. Huron, Denver, Colorado, before starting work and SECTION 07310 FIBERGLASS SHINGLE ROOFING 5. Tremco Manufacturing Co. G Seaiing: Before installation of hardware, brush apply exterior seal caat � shall, upon completion, furnish a " Cer#i�ed Craftsmanship Certificate" as 6. W.R. Grace and Co. to all job site cut or planed surfaces. G. Screens: Provide �berglass mesh screens for all operable sash windows, issued by the Buresu to the Contractor for transmittal to the Architec� PAIZT 1 - G�NERAL sliding doors and french doors. Ship screens separately. 7. Mameco International 1. Sealer : Type recom�nended b_y manufac�turer. 8. Dow Corning - 1.Q3 QUALITY ASSURANCE 1.01 WARRANTY 9. General Electric 3.(}3 INSTALLATI{}N H. Window supp6er to identify local service representative. OO Copyright - . Gwathmey/Pratt/Sch�iz 10 . Approved Substitute � ArchiTecis, P.c. A. Applicator Qualifications: Factory appraved and trained. A. Warranty: Yrovide written copy of manufacturer's forty {4flj year A. General: Insta�i dnors in accordance with manufacturer's recommendations I. Hardware: Provide manufacturer s upgraded brass finish hardware. AB Rlghts Reserved warranty covering materials and labor in aecordance with manufacturer' s B. .r�,�QS: and as required for proper operation. Thls document, and the ide� rnd designs lncorporaTed warranty and Section 01700. 1 . Fit to width b lanin anrl fit ko hei t. In n� case shall doors be PART 3 - EXECUTI�N here�n, as an �,strument of 1 .04 DELIVERY, STORAGE AND HANllLING 1. Exterior: Two component Polyurethane. Y P � P� professbnd servlce. Is the ' � 2. Around Bathtubs and Showers: Silicone. cut down tu opening size smaller than those for which thev were proper�y of Gwathmey/PraTt/ 3Al INSTALLA�ION AND AUJUSTMENT schulfz ArchltecTs, P.C. and le B . General Contractor to provide two {2) 3�ear warranty covering installation manufactured. porttfobany other pro�crr � A. General: Comply with Section O1Fl}0. 3. Interior: Latex Acrylic. 1. Delivery: Deliver materials ia original unopened containers and and subsequent lea�CS in roofing system. 4. Foam Sealant: W.R. Grace Polycel One or Insta-Foam. wi�, o�,t rhe wnfr�, a,ihonzari«, of Edward M. Gwathmey .k., store off ground and under cover. A. Hanging: A. General: Install windows according to manufacturer's instructions and Henry R. Pratt o. �dr,ey s�n�►z. 2. Storage: Store at temperatures not less than 40 degrees F. 1 .02 MAINTENANCE reviewed Shop Urawings. Adjust operable sash to wark free�y with all � C. Colors: Selected from standards by Architect. 1. After sizing doors, fit for hardware as scbeduled. Before 3. Storage: Protect metal accessories from rusting during storage. instailatian of hardware, brush apply an exterior seal coat to job site cut hardware functioning properly. Re-adjust at completion of the job if 4. Rusted aad water damaged materials subject to rejection. A . Extra Materials: At completion of the work, detiver to the Uwner D. Accessories: Provide joint backing and bond breaker as recommended by suriaces. Use sealer recommended by door manufacturer. directed by the Architect. replacement shakes in the amount of 1 % of the total of each type of shake manufacturer. 2. Hang doars t.o be free of binding with hardware functioning properly. 30 AUG �93 1 .05 PROJECT CONDITIONS installed. B. Protect windows from damage by other trades during balance of ��@: construction. Contractar shall replace any damaged units at no cQSt to the PART 2 - PRODUCTS PART 3 - EXECUTION A. Environmental Requirements: Owner(s). Rev�ed: SECTION 0836{} SECTiONAL OVERHEAD DOORS q 1 . Cold Weather Protection: 3.01 INSTALLATION � 1 �G� I # � a. Uo not apply matQrials to surfaces frozen or cwntaining fros� 2.01 ROOI�'ING MAT�RIALS C. Store screens until job is ready for occupancy by Owner. Clean all PART 1 - GENERAL windows and then install screens in all windows and dc�ors. Ad.just door Do not use frozen materials. A . General : Apply in accordance with manufacturer's recommendations. ` A. Fiberglass shingles: Celotex Presidential Shake. Submit samples of screens as required for smooth operation. Re-adjust as required if so Q��i 7 199 - b. If artificial heat is used, locate heater to prevent l .fll SUBMITTAI.S directed by thei'Architect. concentration of heat or fumes on �nish surface. " Shadow Gra_y" color for Architect's approval. Provide and install sturter � B. Jaint Sealers: A�ply in continuous bead without open joints, voids or c. Do not a 1 �f ambient tem erature is less than 40 de rees F. shakes and pre-cut hip and ridge pieces. air ockets. Conene to oints, remove excess. Leave oints sli htly A. Sho Drawin s and Fruduct Data: Submit in accordance with 5ection 013aU. PPY � P g P J J g p � Maintain t5is temperature 48 hours prior to application, durin� recessed. SECTION 08655 ROOF WINDOWS application, and for 24 hours after application. B. Roofng Membrane{s) : See Section 07115 for self adhesive membrane and 30 ` ound felt at rid es. PART 2 - PROD[JCTS d. Provide temporary heat and enclosure if necessary. P g 3.02 SCHEDULE PART 1 - GENERAL r�� '' ' 2. Hot Weather Protection: Pmtect against uneven or excessive � E �� r � a�0 mattin with ol ester fabric ca�erin 2.01 OVERHEAD DQORS � 9,�0 evaporation during dry hot weather and fram strong blasts of dry air, D. Prefabricated ridge vent: Nylon g p y g A. Locations: 1.01 SUBMITTALS O as manufactured by Ro1l Vent or approved su6stitute. g A. Approved Manufacturers : EDWARD M . either natural or artificial. 1. Joints Between Exterior poor and Window Frames and Rou h Wood Framing: Fill gaps completely with foam sealant. 1. Overhead Daor A. Shop Drawings: Submit in accordance with Section 013d0. ' '�Y 1R. GWATH ;�� , *, PART 3 - EX�CUTION PART 2 - PRODUCTS 2. Door thresholds. 2. Raynor Manufacturing Co. PART 2 - PRODUCTS � O � 3. Open joints between dissimilar materials. 3. Appro�ed Su6stitute ,� ' 2A1 SYNTHETIC STUCCO SYSTEM 3.01 ROOF SHINGLE APPLICATION ' 4. Around bathtubs, showers and lavatories. � _..� _ a.oi Roo� wuvvows � � � � �_ � �� ` ��....-e. .. . -- - 5. Other joints as indicated and required. � ' � F� A R�� A. Acceptab1e Manufacturers: A. Install shingies per manufacturer's instructions over seif adhesive � ; � � / 1. Dryvit System, Inc. (Dryvit) t • membrane. A . Acceptable Manufacturers: 1 . Velux-America, Inc. � n � �� 2. ISPO, Inc. �R-wa�p � y. END OF DIVISION 7 � 2. No substitutes. � V � � � � � �, } 3. 5to Industries, Inc. (STO ) •; B. Begin s t a r ter course a t eave line an d provi de a dequa te o�er hang a t e a�e s Sh eet Nurnber � 4. Accepted Substitute �A � �'`�h'�' - 2 �'� T and rakes to provide drip. . . � �� ____� .., �r� � SYs1 �„1 . �._____.�-� � _ � ; � -------------------- B. System: Dryvit Outsulation or equal o� otl�er acoeptable manufacturer. �� T�� - -•---._ _____ ___ °----- - �� A 9 . 4 . _ 1 � - • l Gwath mey Pratt � Sc h ultz ArchRecta, p,c. B. Weatherstri in Thresholds: Run weatherstri in full hei hf of both 1.02 SUBMITTALS SECTION 09400 THIN SET BRICK PAVERS ON BALCONIES B. Installation: Install bond breaker tape, sealant or joint filler as 1000 & �rontage Rd We�t � B. Manufacturer and T_ype : Model FS Fixed, sizes as indicated in the PP !� PP S � Vd, Cdorado 81657 drawings. jambs and full width of head. Run thresholds full width af opening. Run - recommended by the manufacturer and TCA specifications. Joints shall be Te� {303f 476-1147 door bottoms full width of doors. Set thresholds in caulking under Section A. Samples: Submit complete samples of tile and grout to Architect for PART 1 - GENERAL cleaned andlur primed as recommended by the sealant manufacturer. Fill Fmc (303) 476-1612 07900. color verificatian in accordance with Section 01300. joints to recommended depth and appl_y ant�-tack agent where necessary to C. Finish: Job stain finish inside. Aluminurn clad outside in protect freshly applied sealant from public traffic and dirt. Joints shall manufacturer's standard 6ronze color. L01 SUMMARY C . Adjusting: Yrior to final inspection, inspect and adjust door closers, 1.03 PRUJECT CONDITIONS be �lled siightly below the surface and shall not spill over onto other U: Weatherstrip: Manufacturer's standard. locks and items requiring close adjustment and regulation and check all A. Section inciudes: materials. � keying. ' A. Environmental Conditions: Do not install tile set in Portland Ceme�t 1. Exterior Brick Pa�ers E. Glazing: Pre-glazed with bronze tinted laminated/tempered Low E type Mortar when the ambient temperature is below 50 degrees F. Co�r►ply with 2. Waterproof Membrane 3.04 CLEANING insulating glass, altitude adjusted if required. minimum temperature requirements of bonding and grouting materials 3. Grvuting and Cleaning END OF DIVISION 8 manufacturers. A. Remove colored gr�ut immediately to prevent staining of tile. Clean all � B. Related Sectians: tile using methods recommended by the manufacturer. i •F. Accessories: Provide necessary anchurs and related items. . PART 2 - PRODUCTS l . Concrete 51abs: Sectian E}3300 Cast-In-Plaee Concrete. 3.05 SEALING G . Trfm Flashings: Provide all related aluminum trim and tlashings, culor to match windows. Provide manufacturer's gang type flashings as required. 2.01 TILE 1 .02 REFERENCES ' A. Sealing is not required. PART 3 - EXECUTION A. All tile shall be selected by ArchitectlOwner at a later date. For A. Reference Standards. Camply with the foll��wing standards: ' bidding purposes, allowances shall be established for each type and 1. Thin Set Instailation: ANSI A108S - 1992. 3A1 INSTALLATION location and shall include iastallation and sealing of tile and �-out as 2. Tile Council of America, 1993 Handbonk for Ceramic Tile [nstallation. SECTION 09560 WOOD STRIP FLOORING recommended. A. General: Install rvindows accurding to manufacturer's instructions and 1 . Floor tile a1low�nce - $8-$9 per square foot installed. 1 .fl3 SUBMITTALS PART 1 - GENERAL reviewed shop drawings. 2. Countertap tile allowance - $10-$12 per square foot installed. DIVISION 9 FINISHES A. Product Data: Submit in accardance witb Section (}13dQ for setting and 1 .01 �UBMITTALS B. Self adhesive waterproofing memhrane (see Section 07115) counterflashing 3. Glazed 12 x 12 Italian tloor tile as used in Ned Gwathme,y's groufing materials and waterprvof inembrane. , shall return up all sides of each skylight. residence, supplied by CPI. Settecento or Serie Gallia (Rovere color) b,y A. Finish Samples: Prepare samples of finish and submit for approval in Cerim Co. B. Samples: Submit complete samples af brick pa�ers and grout t� Archi#ect accordance with Section 01304. Remake ssmple until a satisfactory fnish 3.02 FIELD QUALITY CONTROL Division 1 - Ueneral Requirements apQlies to work of this division. 4. Glazed 6 x 6 Mexican tile for kitchen and all bathroom countertops for cnlar selection in accordance with Section 013a(I. is obtained. and backsplashes. � A. Testing: Water test windows npon completion in the presence of the SECTION 09250 GYPSUM WALL BOARD 5. Glazed 6 x 6 Mexican wall tile for tub/shuwer surrounds. 1 .04 DELIVERY, S1't}RAt:E, AND HANDLIIV[� PART 2 - PRODUCTS Architect. Conduct test using a hose without �ozzle and thoroughly wet the 6. Mexican Travertine 6 x 6 marble tile at steamshower walls and ceiling � entire glass surface. Retest until watertight. PART 1 - GENERAL (Pat's shuwer only). A. Deliver mortar mixes and grouts in unapened containers. Store x11 2.01 MA1'EIZIALS 1 � � 7. Ceramic 6 x b tile for walls and ceiling of steamshower and Charlie's materials in a clean, dry area. LLI C 1 .01 SUSMITTALS S�oW�r, A. Building Paper: Rosin sized unsaturated paper weighing b lbs. per 100 � � SECTION 08710 FINISH HARDWARE 8. Ceramic 2 x 2 tile for all shower and steamshower ticx►rs. 1 .05 J��B COND1TlONS square feet. � � A. Product Data: Submit in accordance with Section 01300. PART 1 - GENERAL B. Accent Pieces: As selected by Owner. Allowance shall be estab�ished iar A. Environmental Conditians: Complv with minimum temperature requirements B. Flooring: Nomina13/4" x 3 1/4" T&G with square edges. Nu�nber 2 select white W > PART 2 - PRODUCT'S bidding purposes. of banding and gruuting materials manufacturers. oak, end matched, random lengths. Q ` � 1.01 QiJALITY ASSURANCE ' � 2.01 MATERIALS 2.02 �'ATERPROOFING MEMBRANES B. Protection: Protec�t adjoining work suriaces befflre tile work begins. C . Fi11er: Natural Paste Wa►d 1+'iller. � A. Supplier Qualifications: The hardware supplier must have in his employ a A. Gy sum Board: � � P A. NobleSeal TS, as manufactured by Noble Company shall be used behind all PART 2 - PRODUCTS D. Stain: Minwax " Special Walnut" . Double application. regular member, in good standing, of the American Society of Architectural �, Fire Rated• 5/8" Firecode Ty e X). Use in all locatio�s exce t as . _ • � P P tiled and stone tiled steamshower walls. Provide and install all 1 � � � . . � Hardware Consultants, who shall be responsible for the detailing, noted. adhesives, sealants, etc., as required for proper installation. 2A1 SRICK PAVERS E. Finish: Matte or satin type. W scheduling, and ordering of the finish hardware. 2„ Moisture Resistant: USG W/R. Use behind ceramic tile and in 1 . " Paci�ic Strong " waterborne finish (if compatible with stain) as � � garages. B. Chroyaloy chlorinated polyethylene (CPE) membrane, as manufactured by A. Mannfactarer and Type : As selected by Architect. �nanufactured by BonaKemi U.S.A. � B. Regulatory Requirements: Provide UL listed hardware for tire or accident 3. Cementitious/tile backer board• Dens-Shield 5/S" ) b Gear ia ° • � Y g� Noble Company shall be used at all built-uQ shower tloors. Provide and 2. Approved substitute compatible with stain. } O hazard where scheduled or required to maintain rating of opening. Paci�c. Use at bathtub and shower surrounds and ceilin at tubs and � install all adhesives, sealants, etc. as required for proper installation. R. Size: 3-51$" x 7-5I8" x 1/2" . � � � . showers. � PART 3 - �;XECUTION m Q 1.02 SUBMITTALS 4. Durock: All surfaces of steam shower. O � 2.03 SETTING AND GRODTING MATERIALS C. Edges: Square. ` A. Hardware Schedule: Submit in accordance with Section 01304. 3.01 FLOORING INSTALLATION � � B. Accessories : " J � � A. Acceptable Manufactnrers: D. Color: As selected by Architect, matching appru�ed sample. O 1 . Trim : US(. No. 200B and 101 . Use 3/4" Radius Bedex at outside 1. Laticrete International, Inc. A. Building Paper: Completely cover subtla�r with lapped joints. „ U B. Templates: Within 11 days alter receipt uf the approved corrected corners. Note windows DO NOT have drywall returns. 2. C-Cure Chemical Co., Inc. 2.U2 SETTING AND GROUTING MATERIALS Q hardware schedule, submit 4 sets of templates and schedules t� the door and 2. Fasteners: DryK'a11 screws. • B. Floorin La �nish t7oorin in attern indicated and hlind nail as � - � frame suppliers. 3. Approved Substitute. g� Y g P A. Thin Set Installation: required at the location of the jois�s beneath. If desired by the � --� C . J��int Treatment: B. Pbrtland Cement Mortar: 1 :3 Portland cemenU�and gauged with Laticrete 1. Latex Portland Cement Martar: in accordance with ANSI A118.4, 1: 1 installer, metal spacers may be used between strips at intervais to � PART 2 - PRODUCTS 1. Drv�'all: USG Perf-A-Ta e/Durabond Syste�n or e ual. Q � Q p q 3701 admix or approved substitate. Mix as recommended by manufacturer. Portland cement/sand gauged with Laticrete 4237 tile setting liquid. eliminate the possibility of cupping. Install so no cracks exist and J � 2. Texture: Sc�nd Coat: neat Portland cement gauged with [.aticrete 4237 tile setti�g filling is not necessary. 2A1 FIrTISH HARDWARE a. Hand trowelled texture for laster look ( "TU " on drawin s). ' p g li�uid or approved substitute. B. [.rout: Laticrete dryboud gmut and joint filler gauged with Laticrete _ b. Light orange peel { " GP" on drawings). 3701 admix. Mix as recommended by manufacturer. Color as selected by 3A2 SANDING - A. Locksets: c. Smooth for wallpa�er where indicated. C. Latex-Purtland Cement Mortar (Thin-Set): ANSI i18.4, 1 : 1 P�rtland Arehitect, matching approved sau�ple. 1 . Some hardware shall be supplied by Owner. Coordinate with all other . trades and sub-contractors as required for proper installation and cementlsand gau�;ed with Laticrete 4237 tile setting liquid. A . Preparation: After flooring is laid, allow to sit for a minimum of two PART 3 - EXECUTION 2.03 EXPANSION ,�OINT S�ALANT weeks before sanding nr �nishing. Sand floors only after other trades in operation of all Owner sapplied hardware. the area are com leted. 2. Exterior: Schlage " L " series mortise Icek and coordinated deadnolt D. Grout: Laticrete drybond grout and joint filler gauged with Laticrete A 3.01 INSTALLATION 3701 admix. Mix as recommended by manufacturer. Color as selected hy A. Twa coutponent self le�eling sealant a�mp�ying with Federal Specifica#ions with " Orbit" knob and with finish no. 6i3 (oil rubbed bronze). 3. Exterior Owner supplied doors/hardware : Provide and install 5chlage Architect. TT-S-t}0227E. Calor ma�ch grout. B. Sanding: -� . A. General: Apply and finish in accordance with Gypsum Association GA 216. 1 . Sand tl�rs with a heavy power-driven sander. Hand scrape in corners � Gwothm ey/Prott/Schultz "B " series single c,yGnder deadbott with interior side thumblatch in tinish ArchltecTs. P.C. 3.01 INSTALLATION 2.�4 WATERYItOt}F MEMBRANE and against wall as required. Use coarse, medium and �ne sandpaper to AN Rlgfits Reserved which most closely matches Owner supplied hardware. B. La out: A 1 anels in as .lon len ths as ractical to kee c►ints to a roduce a uniform, even and smooth surface. Finish sandin across the 4. Interior: Schlage " D " series " Orbit" with finish no. bl3 (oil rubbed y pP y p g g p p � p � rh� do��,t, Pd rhe id� minimum. rou clean A. Nableseal TS 30 mil CPE sheet �embrane or a roved substitute. stri will not be ermftted. After sandin , swee wood surfaces, �d d s �,� aated A . Interior Tile Floors - Thin Set Installation: Install, g t, , pp P P g P hereln, as an hsrRmenr of bronze). Function as indicated on the drawings. professlond serv�e, �s rhe protect and cure in conformance with TCA Handboak Methods and ANSI A108.5 completely remc�ving dust and grit. ��ty of Gwathme �P.atr� C . Fasteners: Appl,y boards to framing with dr,ywall screws. using Latex-Pc�rtland cement mortar: PART 3 - EXECUTI�N 2. On wm letion of sandin floor shall be free from machine marks, g�h�tz Archltects, �.cY or,d � B . H1Ilg�: [� g� not to be used, In whole or In chatter rooves dents or other im erfections and shall be read � for �out rthe wrlttenr a�u horizatlon 1. Exterior: 1- 1/2 pair ball bearing butts with no. 613 �iaish to match 1 . Wood Flours: TCA Method F144. � � � P 3 Y D. Moisture Resistant: Appl,y W/R sealant to cut edges and nail beads. 2 , Concrete: TCA Method F113. Slabs shall be free of curing compound 3.a1 EXAMINATION finishing. Henry R. Pratt o sid ey Schultz. knobs. or other contaminates before proceeding. 2. Interior: 1 pair plain bearing hntts with no. 613 finish to match E. Cut Holes: Holes for electrical devices, pipes, etc., shall not exceed A. Veri�cation af Conditions: $efore proceeding, the tile contractor shall 3.0"3 FINISHING knobs. size of cover late or escutcheon. Re air oversize hole witb new anel of � P P R. Tile Floors - Portland Cement Mortar Bed Installation: Install grout, examine surfaces to receive tile including concrete slabs-on-grade for gypsum board; spackle filling will not be permitted. clean, protect and cure in conformance with TCA Handbook Methods and ANSI defects or runditions ad�ersely affecting yuality and execution of the A. General: Floor 6nishing shall be done hy the flooring installer. C. Thresholds and Weatherstripping at Interior poor to Garage and All 3� 1��7 '93 Exterior Dnors: Extruded bronze threshold, bulb type weatherstripping and t� 108.1. installation. Work shall not pr«:eed until unsatisfactorv conditions are Dote: F. Trim : Apply at corners, where drywall abuts dissimilar materials and as 1 . Wood Floors: TCA Method F14L correctec3. B. Preparation: Prior to application of �nish, sweep floor thoroughly with Pemko 222 DV door bottom with weather protection. indicated. 2 , Concrete• TCA Method Flll. Slabs shall be free of curing compounc3 bristle brush to remove dust from cracks. Wipe tloor clean with cloth that ReV�S2C�; � D. Closer: Spring loaded hinges at interior door(s) to garage. or other contaminates before proceeding. 3.02 PREPARATION is tack (by immersiqg in penetrating seal, wringing out and leaving to dry Q I �G�{ � � 3� � G . Finishing: Finish joints and tastener dimples as recommended by until tacky). � manufacturer and sand smooth. Appiy hock and trowel texture per Architect C. Wall Tile and Sase - Installation Over Gypsum Board (dry areas): install A. WaterprWf Membrane: Apply according to manufacturer' s recommendations. . E. Stops: Dome type rubber base mounted stops at all doors. Provide wood a roved sam le board followin a lication of rime coat b the ain�er. ��C 7 1993 blocking in wall. Dark bronze finish. pp P g PP p y P wall tile using the thin set method. Install, grout, clean, protect in Turn membrane up vertical surfaces a minimum of 12" behind wall fnish. C . Finishing: conformance with TCA Handbook Method W243 and ANSI A108.5 using L First Coat: Filler. F. Sliding Closet Doors• Heavy duty sliding door set as manufactured by 5ECTION 09300 TILE Latex-Portland Cement Mortar. 3.03 INSTALLATION 2. Second Coat: Stain. _ • 3. Third Coat: Stain. Stanley. PART 1 - GENERAL D. Wall Tile and Base - Installation Over Cementitious or tile backer Board: A. Thin Set Installation: Instail, grout, clean, pratect and cure in 4. Fourth Coat: Finish. G . Pc�cket Doors: Heavy duty as manufactured by Stanley. Install wall tile using the thin set method. Install, grout, clean, accordance with TCA Method F102-85 ANSI A108.5 - 1992. 5. Fifth Coat: Finish. . - L c Provide and install flush side and end pulls in finish no. 513 to 1 .01 REFERENCES protect in conformance with TCA Handhook Methud W243/W244 and ANSI A108.5 Apply in accordance with rnanufacturer's recommendations. ,�� oF eo�o9 using Latex-Portland Cement Mortar. 3.U4 EXPANSION JOINTS �Q` q� match hardware. 3.04 PROTECTI�N � � A. Reference Standards: Comply with the following standards: 1. ANSI 108.1 -1976 - Glazed Wall Tile, Ceramic Mosaic Tile, Quarry Tile E. Ceramic Tile Showers, Bathtubs and Steamshowers: Install, grout, clean, A. I.ocation and Sizes: Unless indicated otherwise o� drawings, install EDWARD M. PART 3 - EXECUTION ' ` GWATH ;�IEY , 1R . and Paver Tile Installed with Portland Cement Mortar. protect in conformance with TCA Handhook Met�od B415B41b {B417J413 at expansion joints at the following locations: A. Protect finished tloor from damage. Use Kraft paper if necessary. � t 3.01 I N S T A L L A T I O N 2. ANSI 108.5-1976 - Ceramic Tile Installed with D r y-Set Portland Cement tubs) in conjunction with Method W243/W244. 1. Wherever tile abnts �ertical surfaces ur penetrations. _ _ C ' 23 1 Mortar or Latex-Portland Cement Mortar. 2. ELsewhere as indicated or required by TCA specifications. Review all � ` � 3. ANSI 118.4-1973 - Latex-Portland Cement Mortar. 3.03 �EAI.ING proposec� juint locations with the Architrct hefore proceeding. Tile ION 09600 STONE FLOORIN , o� � '"�'�"�. A. Fastening: Furnish items of hardware with attachment screws, bolts, D � � � >. �`' � E' � " n u t s, e t c., a s r e q u i r e d t o a t t a c h h a r d w a r e t o t y p e o f m a t e r i a l i n v o l v e d a n d 4. ANSI 137.1 -1980 - Ceramic Tile. subcontractor shall have complete responsi6ility for location and size of � � �;�;j� �' D AR� � with finish to match hardware with which they are to be used. $• Tile Council of America (TCA) - 1991 Handbook for Ceramic Tile A. �pply penetrating sealer according to manufacturer's recommendations to expansion joints as required to pre�ent damage to tile through expansion PART 1 - GENER i` Installation. all floors. and contraction. � � ` ,� , � i � ��--. �� 1.01 REFERENCES �'� �� i . .� Sheet �k�r�er � �� A. ess otherwise indicated, comply with p le reqai e �•, -+ � _ �� -- - --------- --- -- - -- =---------------.Dl�TE�,�- ��. , Laticrete Data Sheet 230.6. , ;� � ��T� s�� , A 9 . 5 � �i�NG� p�• �� N A SANb � \� 5EE �N�Ej A9 , � � GdNG � pAV EK SpE�, -�_ . 1.��.r .- ' _. ' . - . �. . � _ ' �- Gwath mey _ _ . Pratt t�� sto N � ��•v , N � � � ' Sc h ultz 0 �� s�� i� s�� q • 1 �o�- coNcy�P•V� 5� , . . . ��hn�ra. �.�. - .Q�_ _ _ SUBMITTALS D. Sho Primed Metals . Tuu�h-a sho rimed metals with a r�mer similar to 3.06 CLEAN UP PART 2 - PRODUCTS 1000 S Frait Rd West Vd, Cobrado PART 3 - E.XECUTION P P P P P � �7 " � - , the existing. j � {3�p,gj 476�p7 • . Samples: Submit samples of t7ooring proposed for use showing extreme 3.01 INSTALLATION A. At the wmpletian of the work, remo�e surglus materials, staging, 2.01 SHOWER DO�RS AND ENCLUSURES variations in color and texture. E. Iaterior Zinc Coated Metal (Galvanized Surfaces): Wash with mineral rubbisb ; clean off paint, �arnish, stdins frnm fl��rs, glass, walls, • A . Layc�ut: Lay out sheet go«ls so that rvherever possible, seams are spirits and prime as specified. hardware; and leave the premises in clean candition. A. Master Bath Steam Room: B. roduct Data: Submit product data on all setting, gruuting and clean' g eliminated or held to a minimum in high tratiic areas. ' teriaLs. F. Interior Wood to be Stained and Finished: Sand to smooth finish. Fi11 B. G1ass: Clear tempered. B. General: Install carpet and pad in accordance with manufacturer's voids and nail holes after tirst coat is dry using a tiller compatible with END OF DIVISION 9 1 .03 QU ITY ASSURANCE recommendations. Unsxtisfactory installation resulting from woric performed the finish system and matching color. PART 3 - EXECUTION which is not in accordance with the manufacturer's recommendations sball be ' ' A. Contra or Qualifications: Flooring subcontractor must have least the responsibility of the carpet installer and may result in the remo�al G. Exterior Ferrous Metal: Remove foreign material from unprimed metal with 3.01 INSTALLATION tive (5) y rs experience in the installation of stone flooring ojects. and re-laying of carpet and pad at the expense of the installer. wire brush and dust clean. Particular attention should be paid to recommendatiuns f�r application of A. General: Install in accordance with the manufacturer's recommendations. B. Mock-Up: a location directed by the Architect, install mple panels tloor pad, carpet and seaming. H. Ea�terior Zinc Coated Metal (Galvanized Surfaces): Wash with mineral approximatel 4'-0" x 4'-0 " in size. Use construction me ods and spiri#s. materials speci ed. Approved mock-up may remain p of finished work. C. Seams: Butt carpet material tightly together for seams without gags. END OF DIVISION 10 3.fl2 WORKN[ANSHIP PART 2 - PRODUCTS D. Edging: Install carpet edging at all exposed carpet edges. Locate under doors where carpet stops in door openings. A. Spread materials evenly without runs or sagging of materials. If the 2.01 STONE FLOORIN(� surfaces are not in proper shape for painting, repair, rebnild or refmisb DIV�SION 10 SPECIALTIES 3.02 CLEANING 6efore proceeding with the work. Otherwise, be responsible far any poor A. Materiai: Random patte Col�rado buff san tone. Thickness to be work caused by improper surfaces. 1 - 1/2 " nominal with na pi e less than 1 " th' or more than 2 " thick at A. After i�stallation is complete, clean up dirt and debris and clean carpet any poin� Provide consiste color ran�e a approved by Architect. oi s�ots with cleaning agents recommended by the manufacturer. Rema�e B. The appGcation af the first coat does not relieve responsibility for the Division 1 - General Reyuirements applies to work of this division. loose threads with sharp scissors then clean wit� vacuum cleaner. base. Do not apply any coats on either d�mp or wet surfaces and in no case ' 2.02 MORTAR AND GROUT until the proceeding coat is dry and hard. Spread finish evenly and � thoronghly brush out. Sand work between coats. Finish the upper and lower SECTION 10305 PREFABRICATED FIREPLACES DIVISION ll EQUIPMENT A. Thick Bed Mortar: 1 :3 Portland m t/sand gau ged with Laticrete #3701 5 E C T I O N 0 9 9 0 Q P A IN T IN G edges of wood doors the same as the face. This work shall be done in all Admix as speci�ed under Laticrete ata Sheet 230.6. cases aFter doors have been fitted and are ready for final hanging. PART 1 - GENERAL . , . PART 1 - GENERAL B. Slurry Bond Coat: Portland ce ntJs d gauged with Laticrete #4237 Admix C . Finish coat sha11 be in color as selected by Architec� Tint pri�ners to l .fll QUAI.ITY ASSURANCE Division 1 - General Requirements applies to work of this division. ' 1 ' • W C as specitied under Laticrete Ua Sheet 0.6. l .fll SUBMITTALS match tinish coat. ` , O A. Regulatory Requirements: Fireplace, N7ue and Accessories: Listed and V __ C. Grout: Laticrete Dry Bond rout and Joi Filler or approved equal D. Where aint or enamel is rolled on use a fine na roller so a nearl a ro�ed b UL and ICBO . Com 1 with Town of Vail re uirements. SECTION 11452 RESIDENTIAL APPLIANCE5 �* A. Paint or Stain Samples: Make paint or stain samples as requested by the P ' P 3' pp y P y q � «� . gauged with Laticrete #37 Grout and Mo r Admix. Color: Natural gray. Architect. Rennake samples until approved. flat or orange peel texture is obtained. -- _ 1.02 SUBMITTALS PART 1 - GENERAL � > D. Mixing proportions an rocedures shall be in ict accordance with 1 .02 JOB CONDITIONS 3.03 C0.4TING SYSTEM - IN'I'ERIOR Q recommendations of ticrete Data Sheet 230.b. A. Pro�uet Data: Submit in accordance wit� Section 01300. lA2 SUBMITTALS � Q A. Environmental Requirements: Do not tinish outside in extreme eold, A. Woc>dwork - Painted: � PART 3 - EXECUTION frosty, fo First Coat Primer PART 2 - PRE}DUCTS A. Product Data: Submit in accordance with Section 01300. ggy or damp weather. In winter weather, �nish only when the , ^ � temperature is 50 degrees F or over and surfaces are absolutely dry. In no Second Coat Enamel Llndercoat </ J 3.01 INSTALLATIO case will e�erior painting be allowed while dust is blowing. Third Coat Eggshell Enamel 2.01 FIREPLACE AND ACCESSORIES PART 2 - PRUDUCTS 1 1 ' C W m A. Setting Bed I tallation: InstaII tlooring according to thic bed �. Condition of Spaces and 5urfaces: Spaces must be clean before �nishing B. Ferrons, Zinc-Coated or Factory-Primed Metals - Painted: A. Majestic Model �H-42 or appra�ecl substitute woocl burning fireplace with 2.01 APPLIANCES � � setting mat ials and methods specitied in paragraphs 6.0 d 10.0 of First Coat Primer or Factory-Prime Coat gas log insert. Pro�ide with bi-fold glass doors and exterior combustion is started. Do not tinish in rooms or spaces where rubbish has accumulated Laticrete ta Sheet 230.6. Back butter each unit before sett� g. 5econd Coat Enamel Undercoat air intake and duct. A. Submit original copies of manufacturer's literature for approval by } or while rubbish is being rem�ved. Finishing will not be allowed in dusty � • rooms. Uo not remove rubbish while �nish is fresh. All surfaces to which Third Coat Semi-t:loss Enamel 1 . Flue: Manufacturer's standard flue with windproof chimney Owner or Architect. Cun�rm manufacturer' s model �umbers before ordering. � � � � 3.02 GROU G AND CLEArTING � termination. 1. Range: AGA with 4 ovens (33 1/2" x 58 1/2 "x 26 3/4" ). Color: Blue. m Q finish is to be applied shall be dry and c�ean. C. Drywall - Painted: 2. Gas Lc�: Hargrove ar Heatilator, type and size as selected, with 2. Microwave: GE Monogram model JEM 34M. Color to be black. O � �C . A. Gro ing: C . Protection: Furnish and lay drop cloths or mask off areas where painting First Coat Suitable Primer automatic ignition and wail switch. 3. Refrigerator �ith ice and water: SuU Zero mode1590. Color to be ( (� �� 1 . rout joints as soon as initial set or setting bed is achieved. Second Coat Texture A lication by Dr watl 5ubce�ntractor black with bfack panel inserts to �natch. V / ! �L' is being done to Qrotect floors and other work from damage during the PP Y Q , Grout joi�ts shall be pumQed full using grout gun or pointing gun r struck execution of this work. Where it becomes necessary to remo�e temporary Third Coat Latex Eggshell PART 3 - EXEC[JTION 4. Dishwashers (two required): GF, Monogram model ZBD3100RBW. Color to U tlush. covering placed by others in every 6ranch of the work, replace same in Fourth Coat Latex Eggshell be black with black panel inserts. O 2. Cure grout by maintaining in damp condition for seven {7) da_ys. proper manner. Remove oil rags and waste from the building every night. 3.41 INSTALLAT�ON 5. Trash Compactor: GE Monogram model ZCG3100TBB . Color to be black � - - Uo not allow to accumulate. D. Woadwork and Wood Doars - Stain and Finish: with black panel inserts to match. � -� . Cleaning: Remove groat haze with grout and tile cleaner applied and Firs/ Coat Sanding sealer A. General: Install in accordance with the �nanufacturer's recommendations 6. Washer/Gas Dryer: GE models WWA7800R and DDG7980R. Color to be �" removed as recommeaded by the manafacturer. D. Damage to Work of Others• Be responsible for any damage done to the work Secc►nd Coat Stain to match sample provided by Architect and in compliance with applicable codes. white. Q � � of otber trades. Replace any materials damaged to such an extent that the,y Third Coat "Water White" Clear Lacquer. 7. Custom hcwd liner: See Division 15. cannot be restored to their original c�nditions. Fourth Coat "Water White " Clear Lacquer. B. Logs shall be installed so that gas control �al�e is nc�t immediately , _ SECTION 0968fl CARPET Sand with No. 00 sandpaper between coats. visible, but remains accessible. Consult Architeet if remote valve B. Colors: As selected by Architect from manufacturer's standards. PAKT 2 - PRUDUCTS location is desired. ` PART 1 - GENERAL E. Woad Floors - see Section 095b0. PART 3 - EXECUT�ON 2.01 MATERIALS � C . Uas Surni�g: (�as burner and gas supply nnder Di�ision 15. 1 .01 SUBMITTALS 3A4 COAITING SYSTEM - EXTERIOR 3 .01 iNSTALLATION A. Products n�t speci�ed by name shall be " best grade " or "fn�st line " D. Install eccestory sand, gravel, embers, etc., in accordance with A. Samples: Submit 12 " x 12 " minimum size samples of each carpet type for products of acceptable manutacturers. Where possible, all materials shall A. �ermus Metals: manufacturer' s instructions, immediately pric�r to substantial co�npletion of A. Appliances: Iostall in casework according to manuf'acturer's , � ro ec� instructions. Plumbin connections and electrical hooka will be rovided o copynght Architect s verification. be of a single manufacturer. First Coat Factory Prime (.oat or Primer P J g p p ArchltectsY P C rris�n�itZ Secand Coat Latex Semi-Gloss Enamel, Exterior under llivision 15 . All Rlghts Reserved 1.02 WARRANTY B. Acceptable Manufacturers: The best quafity materials as manufactured by Third Coat Latex Semi-Gloss Enamel, Exterior SECTION 1480{i BATH ACCESSORIES This document, md the �deag any of the following manufacturers will be acceptable for ase on the work: B. Hood: Install in casework according to manufacturer's instructions. e elnea�m�lns�tn�xnen�t ot A. Provide written one year warranty for materiai and installation in DeVoe B. Zinc-Coated Metal (Galvanized): PART 1 - GENERAI. Uuct connection and electricxl hooku wil� be rovided under professlond sery�e, is me p p property of Gwathmey/Pratt/ Divisions 15 and lb. schulTz Archltecfs, P,C:, and Is accardance with Section 01700. Upon demand, correct any condition due to Pittsburgh First Coat Galvanized Iron Primer no�t tfoban�eotherwho ec� � faul material or installation durin the warran eriod. Pratt & Lambert, Inc. Second Coat Latex Semi-Gloss Enamel, Exterior 1 .Ot SUBI4�ITTALS wlthout the wrltten a rt,�«+Zaf�o„ h' g Ty p of Edward M. Gwathmey Jr., Kwal-Howells Third Coat I.atex Semi-Gloss Enamel, Exterior Henry R. Pratt o� Sldney Schultz. PART 2 - PRODUCTS Ke11v-Moore A. Product Data: Submit in ac�Qrdance with Section 01300. END OF DIVISION 11 , Olympic C. Woad Tritn - Painted: 2.01 MATERIALS Rez First Coat Primer PART 2 - PRODUCTS Approved Substitute Secand Coat Latex Semi-Gloss Enamel, Ea�terior � A. Pad: .250 inch medium density foam . Third Coat Latex Semi-Gloss Ena�nel, Earterior 2.01 RATH ACCESSORIES _ DC1t2: 30 AUG �93 PART 3 - EXECUTION -' - - - � � B. Carpet: Carpet will be as selected by the Owners. �or bidding purposes D. Woad Trim and Siding - Stained : /� A. Sha ed by Owner ar Arc ' mg purpases, an Q Revlsed: an allowance of $30 per yard installed shall be established. Allowance 3.01 PREPARATION First Coat Olympic Oil Base Semi-transparent Stain �1 allawance . , a ' ,hed. f,` � ` 2 , Q ! OGT ! 1 =j � . yarda ge shall be as re quirerl for installation and not sim ple tloor area. Secnnd Coat Olympic Oil Base Semi-transparent Stain _ - - •- . '_�I 5G1[� . G� I _ _ -- �` _ � A. Generar PART 3 - EXECUTION - - . �-.- - � �_ . �__l- � �� # � 2a �.�o �i �� C. Tackless Strip: Kintrim standard tackless strip or equal. 1. Sand �nishes on wood and metal surfaces hetween coats to assure 3.05 NIISCELLAN�OUS REQUIREMENTS � I smc�c�thness and adhesion of sabsequent coats. Use extra fine sandpaper ta 3.a1 INSTALLATION U�C 7 1993 D. Edging: av�id cutting the edges when sanding. Apply putty or spackling compound A . Fireplace Flues Above Roof: Paint steel stack heat-resistant stack 1 . Approved Manufacturers: after surfaces are primed and primer is dry. Bring filler materials tlush paint; Sherwin-Willisms SW 5tack Paint with asphaltic base or equal. A. GeneraL• Securely install as directed. Ensure proper blocking has been � a. Mercer Plastics Company, Inc. with adjoining surfaces. installed. b. Johnson Rubber Company (Johnsonite). 2. Wall shall be perfectly dry, clean and smoath before starting work. B. Obj�cts on Roof: Paiat metal ��bjects on the roof including, but not � ;�J � C �l c. Ro e Rubber Cor oration. Fill cracks, holes or checks full and malse smaoth before t"inish is a lied limited to, flashin�;s, vents, etc., as specified under ferrous, zinc-coated _ pp p pp SECTION 10820 SHOWER DOORS AND ENCL4SURES � �P,� d. ApprovcYl Substitute. to surfaces. Fill cracks, etc., which occur after walls are sized. Wall metals. Unless noted otherwise, paint to match surrounding materials. �� , 2. Exposed Carpet Edge: Mercer Imperial sized for carpet and pad shall be perfectly dry and smooth before f�nish is applied. PART 1 - GENERAL EDWARD M . thickness. C. Unless noted otherwise, paint all vents, grilles, etc. to match � �WQ� H � �Y, JR. * 3. Color: Selected by Architec� B. Interior Wood Surfaces to be Painted: Tauch-up sap and knots with surrounding surfaces. If an installed item has a factory �nish, consult 1.01 SUBMITTALS - 23 1 sealer. Fill voids with lead putty after primer is dry. with Architect before field painting. � � ! � � � A. Product Data: Submit in accordance with Section 1}13fl0. �'""�� - C. Interior Ferrous Metal: Remove foreign material from ungrimed metal with � £Q A RC�� wire brush and dust clean. �" � � � J ' � -� � � { � Y � � � . ' �� Y------- " Sheet N�nber --------------------___ -- - - - ---------------- ---..--QarE. �. �, �� - - ..._�. A9 . 6 . . . w r _ ` '' ' ' � � � �� :, - _ _ - Gwath me � ;_ - , , . _ � y ` _ - --�- � Pratt � , / Sc h ultz ,� . - f �y� '�� Architecta, p,c, = � ,�' . - 1 - ` � - • � DIVISION 12 FURNISHINGS v'�;°c��t`�s d W�' . . Tek (3031476-1147 k /� - �ax {303) 476-1612 4 , SECrioN o2s19 . S ECT I0�1 Q2518 � . llivision 1 - General Require�neats app6es to work in this Division. i _ IMTERLBCKINfi CQNCRETE PAVERS - SETTING BED � :: F!i tRLOCKING COACRETE PAVERS - SAHD B�0 t : i'- _ . . f . . -- . . . �1 ; `_> ` � PART 1 - 6E�IEAA1 � , �_ _ ° , ART 1 - GtNF �;E'.t . SECTION 12390 RESIDENTIAL CASEWORK - 1 1 . 01 SUFMARY ' - � ' �� 1 . 1 SUMM9AR~ PAKT 1 - GENERAL . i ' . - � • : _ A . SECtlt�1 � ) : it a ' � [iE• S : � 1.01 SUBMITTALS � ��-� � . Related Sectlons : 1 . Exi .Pr � , � c �r�crete avers and sand settin bed . f � � 1 . Base Slab : Section 02520 Portland Ce�ent Coac�-ete Pa�ing . � g 2 . Expansion Joint Sealants : Section 07900 . . Pave� t [�c!E r F � trai r� t . ; ` : • , � 3 . Exterior Cancrete Darers : Section 02518 . � _ A. Sho� Drawings: Submit shop drawings in accordance w�th Section 01300. y . � , 1 . 02 SUBMI7TlFLS � B. Samples: Submit samples of cabinet tinishes for Architect's selection. � A . Saoples : Subeit total of six (6). individua] pieces showing extreae � ' variations in calor and textare in accordance with Section 013Q0 . i 1 .02 UELIVERY, STORAGF, AND HANDLING „ �� 1 . 03 QUALITY ASSURA�ICE r.r � A. Mock-Up : I�stall minimum 6 ft . x G ft . area includi �g base concrete �. `` � 1 . a2 $ � �''� � T �$ A. Do not deliver cabinets until building is enclosed and dry. slab and paving at location as directed by Architect . ; �� 1 . Use construction x+ethods aad ma#erials spec� fied . Use full raaqe ' ; psver color and texture. f A . Samp ] es : � Ui � �� t totai Of S � x ( 6 � i ndi vi d�al pdY S O1 f �•.Cil s �ec7 fii e� � � PART 2 - PRODUCTS 2 . Accepted Mocic-Up : Standard for rest af ++or�c . Re�nove upon type or c 1 or � howi ng extreme vari ati ons i n cal ar�d texture . f � � caapletion of pro� ect . � , , , 2.01 RESIDENTIAL CASEWORK , ' 1 . 04 DELIVERY , STORAGE AHO HANDLIM6 { 1 . 43 QUALITY R5 RAWCf ; ' ` � - �i. ` . . •-� ` ' � ' A . Cahinets: Full tlush overlay, flat panel cabinets, AWI Custom Grade far - :,. �:, ; A . General ; Caaply with Section oiaoo . A , Mocic - Up � i �. � nil r� inimum 6 ft . x 6 ft . area f each srec. ified type and � , : 1 . Pavers : • kitche� and vanities with European Sty, le cc►ncealed hinges and melamine . a . Hand3e carefu] iy to avoid chipping and breakage . cal ar i � C1 i� di � bdse concrete 51 ab sand bed nd bri ck E� � tr '� ! ► r� c. t � o6dti on b . Store o� pallets or concnte slab until ready for use . d5 direci: ed hy _rchitect . interiors. � � c . Cover and '�ro#ect against wetting prior ta use , allowing air 1 . U5 � CO� St1"u i0�1 methads 3t1d materials pecified . 1� 5C �U11 range 1. Species: ClearwhitePine. circulation under staciced uni #s . a � 2 . Other Materials : � paver C0 � Q1" d texture . 2. Finish : Honey stain with clear lacyuer �nish. -_ . a . Store ce�nentitioas materials off the ground and under cover . � 2 . ACCe� ted MoCk p : Star� dard far rest f wo �' k . ftemove upo� Com - . , : p 1 et � ar� Of �T'0 ef t . B. Countertops: Glazed Mexican tile countertops with tile bullnose edges. � ` B . Acceptanceppt Site : pnspect pavers upon delivery ta insure coior eateh � � _ Tile splashbacks as indicated (full height at kitchen). See Section 093{10. p � with the a roved sam ies . i� � 1 . 04 DELIVE �tY , STORAGE AN NAHDLING U __ Prepare for plumhing fixtures as required. , 1 . 05 PROJECT CONDiTiONS ` � � � A . Genera � : Comply witf� ectian 01500 z �' \ A . fnviromnental Requir�nents : Foilow procedures for cald and hat weather ' PART3 - EXECUTION "- ,i protection specified in Section 04200 Unit Masonry . \ 1 . Pavers : ' I I ; � a . Handle careiu ] l ta avoid c ipping an� breakage . ' � W _� b . Stare o� pallets r concre slab until ready far use . 3.oi INSTALLATION Q � ' � PART 2 - PRODUCTS , ' C . Cover and protect gai nst etti ng pri or to use , al 1 owi ng ai r Q 4� C1 Y'CU � dL14f1 un �er acked U�i1tS . ? A. General: Install in au:ordance with manufacturer's recommendations. Set - � 2 . 01 COHCRETE PAVERS f - ;� caseworlc level and secure to tloors and walls. I'rovide connecting and . , ^ (n A . Oistributor : LPS Pavement Co . , 33W480 Fabyan Parkway . 5uite 201 , We�st •, � B . ACC �� td11C2 d� Slt £ : Inspect a PS U �al1 detivery ta insure color match � l attaching devices, closures, and trim as required. U J Chicago . Illinois b0185 . Te3 : 706/232- 1770 . `\1 � with the approved samp � es . 8 . Type and Color : � � � 1 , tt� ��' PART 2 - PRODI� CTS ' � '� 2 . 02 MORTAR AND �ROUT END OF DIV�SION IZ � C� � 2 . 01 COFiCRETE PAYERS ' A . Thick Sed Mortar : 1 : 3 Portland cement/sand qauqed with Laticrete #3701 } ` Admix as specified under Laticrete Data Shett 230 . 6 . A . D15tY'� bGtOrS : � PS Paveme CE} . . 3 480 Fahyan Parkway , Slilt£ 101 , W25t � } O ' Chica o Ilifnois 60185 . Tei : l0 Z32 - 1770 . '� � � � �� B . Slurry B�nd Coat : Portland cenent/sand gauged with Laticrete �4237 � + `, m Q ' ' '� admix as specifled under Laticrete Data Sheet 230 . 6 . - � '° O , � �C � C . Grout : Laticrete Dry Bond 6rout and Joint Filler or approved equal ( (� � O ' � gauged with Laticrete /3701 Grout and. Mortar Admix . Color as selected V J � � '� by Architect . • 2 . U2 PAYER EDGE RGSTRAINT - . , � ` D . Mixing Proportions and Procedures : In accordance with recommendations � � of Laticrete Data Sheet 234 . 6 . � A . Pave Tech , Inc . Pav Edge Industrial . � ' � � '� 2 . 03 PROTECTIYE COATIHG 2 . Q3 FIL� ER FABRIC � _ . � J A . Coating : Sure Kleen Protectile . � . � � A . Mirafi 500 l( or a groved substitute . Q 0 Q ' -. B . Coating Remover : sure Kleen 6rout and Tile Cleaner. ; `� , DIVISION 15 MECHANICAL J � � � 2 . 04 ACCESSORY MAT�RIALS � � , �� 2 . � 4 SETTI �IG BED Y ; `' . On Mechanical Drawings. � �. - �� A . fxpansion Joints : 3/8" extruded poiystyrene . Beadboard is nat , ' , A . C1ean washed li� , _ � acceptable. � `� � � B . Sealants : See Section 07900. � PART 3 - EXECUTION ; r � �ART 3 - EXECUTION } 3 . U1 � El(A� IHAT Ifl � � � 3. 01 EXAMINATION � � A . Yertfica an of Conditions : Be �' ore beginning wark . c crete paving ' a . Yerificativn of Conditions : Comply wdth Section ai6ao : bri ck i n tal l er shal ] i nspect heari � g surfaces . Repar unsati sfactory � � c � , 1 . Layout : Uerify layout of work before 6eginninq installatifln . '� Cfl[1d1t7 t15 it[mediatel t0 t �le General Contractor . DIVISION 16 ELECTRICAL °�Y � _ 2 . Existing Conditio�s : Examine substrate before beginning ' Y Gwathmey/Pratt/Schuliz ' `�, installatton . _ � ' On Electrical Drawings. Architects, � c. ` 3 . Notification : Notlfy General Contractar of unsatisfaetory condf - • AMRi9nrs Reserved � ' . G2 ° 'r '- "AC T � �� tions in writing with copy to Architect . , 1 _ This documenf, and The ideas ; s and desig �s ncorporated '� B . Acceptance : Beglnning of work means acceptaace a# existing conditions ;. . F '; �, '. ; F7. � ." ": C ' !!'�: :: r� Q �l� � �S OCCtJf over earth , instal ] fll r fabric h��,, � an Instnmen � of � , . , ' , 1 •`. I . ` _ . ` professional servlce, Is the �ly i nstal l er . - � -• �. ' � properTy of Gwathme /Praft/ '; , t �. - c� ,°�. ' �. = u �gti•ade accordi ng to manufacturer ' s i structi ons . schultz Arch�tects, P.CY and �s � not to be used, in whole or In , 3 . 02 P#�EaARATION . � , ��`� L . . , part, for a,y orh � P.o�ecr E e Restra ' �it : Install continuously � t ali pa�� e � edges loca ed over without the wriTten ��,�Z��o�, o( Edward M. Gwathmey ,k., dCte� edl"� �1 subgrade . Henry R. Pratt or Sldney Schultz C ] ean concrete base sla6s to remove all contaminants . Acid etch , if ` 4 R � � / required . to remove curing campounds and rinse to renwve . Instaal `, ` . �l reiRforcinq mesh as specified in Laticrete Qata Sheet 23Q . 6 . C . Setting Bed : Spread sand hed to correct � � eYdt10C1 t0 receive p ers . �'� f �� Do not compact . Coordinate with instal � atior� of hydranic heatin ;i" 3 . 03 INSTALLAT ION � Sy S � e!!1 . % A . Expansion Joints : Install 3/8 ' polystyrene around pool perimeter and at �� 1 ocatl ons i ndi cated and requi red by laLi crete Data 5heet 230 . 6 � fu11 �� Date: 30 AUG '93 • F � 3 . 3 PAVING INSTALLATION depth of setting bed and directly over expansion joints in cancrete base �' - slab . j A . P1 ace pavers , i ndi vi dual ly worki ng from al rea �y p � aced pavers not fr Revised; - B . Setting : Install pavers atcording to thick bed setting materials and � the sand bed . � dtteT`ri Shd � l matct� a roved sam le d1721 . DO flOt Wdl Q � � ' �� methods specified in paragraphs 6 . 0 and 9 . 0 of taticrete Data sneet � or wark an sand base once lt hd5 been ¢ leveled . pLaypall UTI1t5 S �IUC� Iy ( � � �� j 230 . 6 . Back butter each unit before setting . Instal l in patterns CUIII 3Ct wi th mechani cal vi brator t T , indicated with 3/8" maximum joints between units . Use full pavers at tagether . ��L� !" unit5 dT� lfi place , g � �' �G1 '� � ! ' edges . Locate cut pavers in field . � Set Ilfll tS 1 #It0 sand base at proper el evati on . After compacti on . � 1"USh � � fine sarld into ;; cints to completely fi11 joints . ' , �t� �� 3 . 04 CUTTIHG AND FITTIN6 , . . ; � Employ skitled fitters for necessary cutting as the ,� ob progresses . The ' installer shall cooperate fully with other trades and sha� l do such � cutting and dril ] ing to accamnodate the work af athers as may be reasonably implied fraa the dtawings . y ':� �' � ; _,--"' " � t CQ(0 3 . 05 PROTECTION AND GROUTiNG - '`� _ _ . - A . Protection : Rall one coat of Protectile over face of comp3eted sarface -- -- - qD a�aicing sure that material does not get into apen jaints . �, � EDWARD M . B . Groutinq : Grout � oints as soon as initiai set or setting bed is � � � h�� P achieved . �rout joints shall be pumped fuli using grout gu� or pointing "� } � �..� �� GWATf� ,49EY, 1R. ,* Sr� gun and tooled to s ] ightly concave joint . Cure qrout by �naintaining in ' � � ~J 2 damp condition for seven ( 7) days . � l . C . Cleaning : Remove protection coating and grout haze with grout and tile � � : � ��{�� t~ �l � � 1( !"`1 I � / � cleaner applied and removed as recortmended by the manufacturer . � fp p R��► � 3 . 06 SEALIK6 ' �� tt ` ; � n '� Do not seal pavers . � �'-----------------------------------------------------------.QAT�---�- -------- --- , � 1, 3 . 07 EXPA�ISION JOINT SEALANT � • Sheet Number � �� Joints shali be sealed by the sealant contraetor immediateiy after i�` compietior� of instatlation . - . � _ �s A 9 . 7 , E � � � �- -