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"�." ...__..__.f i Ot C�f a"f� G':�i���f �r�ll'��±�I�� t 1�1�'�J��i'15�)Cct��:n. 1'�ze issuance oi Cs � � � a ��:��;it bastd upcn p�ars s;�:�;ifica�iors ar4d ot��r data shai: f • I� .���t�eue�#�,'r�a b�+;�.t+c►+�.� i ' �a��l��raa�i,te��eq�+irir�t,���s�«� ,�,.�`�` car�ection of errors in said pians, specifir.ations and oine� ��'� ���j'��� �� ja�a." _ :�:...._ p ')nTE: �'����`� � Tov�n of Vaal She�t i��r�ber l.,,iP�� �..���-t...,- � l,�.l��:.��" ��_,...�.�/�rl �:� � ��..� � _.�.� �-�-.�..��� ���. ,,�����-r� 0��`��� ��PY �� ��4'��� ,�..,�t� ' . , • � ��, ` � . � , , I . _ _ _ �. . .,..�. � - I _ __ .__ R'' � • ` • - + , 4'-G" 1G'-8' 14'-O" I� �„ . i � Z 3/4' 2 �/4' � . � _ . . . ��N�� �. o � � , , . . 1. s.t�c�.�s�s�l�l l�.�: �� a�r��c� . . . . . EXIST. A. D�CK �F ' � B: WIND 1. BASIC WIND SPEED 80 MPH ' � 2. EXPOSUR� C �{ • DEGK .JOISTra RE: = I • � VF.�Y �XI'ST C. �ARTHQUAKE ZONE 1 U�NAN�RSS��N � RIM .1015TS , 6 1 8' X 10 1 2 � ' W�ALI..• FOIJNDATNDN "h� 2. ��2�ND�T(4N�: (3)-2 X to LEDU� , �0 , L1 � W/ �/4' � BOLtS ,• -{- � • 12' O.G. � � � � � A. MAXIMUM SOIL DESiGN PRESSUi�E 2800 PSF RE: pl.�,N , . `,�,( B. CONTRACTOR TO �OLLOW Alt RECOMMENDATI�NS IN SOIIS REPORT , • .� ..z�.,.f .:. ... s„ ..r ,',,,. � � NO. 889419G BY INTERMOUNTAIN ENGlNEEAS DAT�D DECEMBER 1989. ' � ��4�p� � � � ' , pooO�QaoV�OQOOCI , Z X.� � C. AlL FOOTfNG BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING • o t� � ELEVATIONS SHAIL BE VERIFIED IN THE FI�LD W1TH ACTUAI CONDITIONS BY . ' � t '•• � � CONTRACTOR WITH APPROVAL OF SOtLS ENGINEER AND ALL BOTTOM OF ' , � � FOOTINGS SNALL BE A MINIMUM OF 48" BELOW EXTEftIOR GRADE. IIII -L- -=� -" I _ � � D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNOISTURBED, NATURAL SOIL � 3-2 X to t�EDC,ER OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGII�EER, BACKFI�L SHA�L BE COMPACTED TO 95% (MINIMUM) STANDARD PROCT(�R � DENSiTY UNLESS OTHERWISE RECOMMENOED IN THE SOILS REPORT. IF SOF7 ����I O� � i p � �. SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WtTH APPROV�D � ' � x�io � �I I �ILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) . � � � �� q`�-� ��4 � X I I � � E�G� � 3/4 1-O � EwS7 / T.o. SI-1E.a.TNNG w�i I � (���-J- � E. CENTER ALL FQOTINGS (ORILLED PIERS) UNDER WALLS, COLUMNS OR GRID N DEGK / vl I �oX�iST� f - `i IINES UNIESS OTNERWISE NOTED ON P�ANS. � � � � _.-1 3. �„y,C ETE: �`-- Wi8 X 50 � � A. ALL CAST-fN-PIACE CONCRETE SHALL BE MADE WITH TY^E�PORTLAND - - - - - - - - - - - - - - - - � � - -- - - - - - - - - - - - - - - - - - CEMENT, STONE AGGREGATE AND SHALL �EVELOP PSI COMPRESSIVE EwST� Ex15T. � - 3�RENGTN IN 28 DAYS. IF CONCRETE SUPPLIER PROPOSES US� OF FLYASH NE (�+)-2 X � GoL. � � SHALI PRqVIDE OWNER WITH LETTER INOICATING COST REOUCTION �1 � — AT TIME OF BIO. . � M � 4, R�IN. FOR�E,�ENT: DEGK JOISTS W/ X� � � � BLOGK�J� �� TIE � A. AI.L REINFORCING SHALL [3E HIGFi-STRENGTH DEFORMED BARS CONFORMING TO '�� � ASTM GRAD� 40. � �• �w B. REINFORCEMENT PROTECTION: �SON c� �� POST OASE ' 3 N�W ��GK t. CONCRETE POURED AGAINST EARTH 3" • G.�. ��„� 2. CONCRETE POURED IN FORMS (�XPOSED TO WEATHER OR EARTH) 2• � � ��A M I N� �'�A 1� 3. COIUMNS AND BEAMS (TIE BARS 1-i/Z" #� T►E P.-r t�' C. NO SPUCES OF AEINFORCEMENT SNALL BE MAD� E.XCEPT AS D�TAI�EO OR REs PLAN `-�GALE V4n � 1'-O AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE f'ERMIT7ED, 12° � p�STER , SHAII BE A MINIMUM OF 36 BAR DIAMETERS UNIESS OTHERW4SE NOTEO. MAK� . . . ALL BAAS CONTINUOUS AROUND CORNERS. (4)-#4 X � . . 5. WOOD: . . . ' � TYP. . • � 2 A. ALL FAAMWG AND TRUSS LUMBER SHALL SE DRY DOUGLAS FiR, COAST � • ' i' � i St REGION VISUALLY GRADED AS FOLLOWS: ' ' � _ _ 1�'-e' _ , t5'-e' � � I � I to" 2"THICK - 4" WIDE STUD fb= 800 psi - 2" THICK - 6" & WiDER NO. 2 fb = 1250 psi _ RE= PLAN 2EIIJ�02�EMENT I T qe'-0] ' I I 3" T H I C K - 6" &W I D E R N O. 1 f b = 1 3 00 psi ��� p�N 7 � _ � J a4'-o) � _ ' J N�TED ALLOWABIE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE 4'-0 1/4"t s'-o s/a°t ' tt'-t 3/a°� (a�'-o) USES PRl�R TO AL�OWABIE STRESS INCREASES. �����O� � -� I i i �n B. PROVIDE t X 4 CR�SS BRIOGING NOT OVER 8'ON CENTER FOR ALl WOOD �/.g." � 1'-a I � JOISTS AND 2X SOLID SLOCKING BETW�EN JOISTS AT AlL SUPPORTS. 2'-� x 2'-� x 10' N FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE FtG. W/(3)-�5 �� U8C �CHEDULE UNLESS 4THERWISE NOTED, I EAGN WAY T7P. 3 PLAGES (qb�_p] I � L98'-10 1/2] �-�'u L.- C. LAMINATED BEAMS (q4-0) , 10 - - - - - - - - - - - - - - - - - - - 1 ���..._N 1. AlL IAMINATED MEM8ERS SHALL BE FABRICATED OF DOUGtAS FIR o I � _ — _' ;d- LARGH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITN I � � I � o � � WCL1B. ALL SIZES SHOWN ARE NfT. ;� -I� � N s1 �q(e�j2� � � - - - � - - - -- - - - - - - �" j �� av' 2. LAMfNATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORD- � _ _ _ _ � _ � _ � _ mCo nght Arnold/Gwathmey/P ratt ANCE WITH THE STANpARO SPECIFICATIONS FOR THE DESIGN ANQ FA8- � - - -� -� I r - - � 1 i � Arcnitects,P.c. RICATION 0�STRUCTURAL GLUE LAMINATEO TIM8EA, I.ATEST EDITION � All Righis Reserved �9 b � ' STEI' t.0. This document,and the+deas AS PUBIISHED BY AITC. N � � -1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -] I FTG. and designs incorporated 3;. PROVIDE UNiT3 CONFORMlNG TO AITC 117, 22FV8, D.F. FOR CONTINUOUS � � I herein,as an instrument ot MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. STEP T.O STEi' T. . � protessional service,�s the � FT�. WALL I property of Arnoi�ilGwathmey! MEM6ERS SHALL BE DESfGNED WITH ZERO CAMBER WITH TOR SURFACE � � Pratt Architects,P.C.and is � not to be used,in whole or in CLEARIY STAMPED ON EACH MEMBER. ��T• • � � I - _ _ part,without the written authorization of Robert L. � � Arnold,Edward M.Gwathmey s ����: � � � I Jr.or Henry Pratt. A, ENGVNEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SU8STITUTIONS. Q p� � I L -' - - - - - 8. PROVIDE ASPHA�TIC MASTIGCOATING ON AI�L STEEL ANO WO�O EXPOSED TO THE . � �I i � EARTH. • i i � ; - - - - - - - - - - Date .1uN�. 11 �3 C. WATERPROOFiNG, VAPOR BAR(�IERS, WATERSTOP, E7C., SHAIL BE AS SHOWN ' � ON THE ARCNITECTUAAL DRAWINGS AND AS INDICATED IN THE SPECIFiCATIONS. � � � i Revised: I I D. , ALL D►MENSIONS ON STRUCTURAL DRAWINGS SNALL BE CHECKED AGAINST FIELD � � I � ARCHITECTURAL DRAWINGS. � � � f - — - - - - - - ` � I I I I 1 � I I � I I � N I I I i 0000anaaooapo I I �oo`�°OQ�AL� �°ooAs N�W I��G f< �,ee��.� ��s����a�o.,', w� a�s �'` s I � s �OI..JN�A�T�OI� �,.�' � • �a . a; . 1/4"= 1'-G' % �,. ; ,,���r ��• �• �?��,,. �''�%��F CO��.�`. ''�►,����►��.►.. -�--•-_ ------ ..�......_. - _...��-s�.�..�,.. NOTES: �, �N��.,,�, �� �, r.�� ��- ��,. �' � �i� �;��'`�; ) WOICATES TOP OF ��, �' �� �� �� �� ��.��ar��; � �;,r� � � �, � �€�. `t�r„i+"` �� ,..:,3 2. L J INDICATES TOP OF <�,,��,� ;�� A.�Y�.r,��, �Y6e�f lVumber ,,.". � �, � h,�[� . ,�.� �..°" � '' `� ? f ^'�` x y ., j..,�..� v af 1 ''ti...� 1 �'R y_";r t s,m.. � •:: a•,r...----- ------ - - ...._._aaT�.._.�_-.!?�_.�. � � .�------------------- . ,�_____ � G �N FIzP�t— Nc=%_I__-��__ _= . , • - W'X/D D�K- _ FL�fG1Y� I M �p - -- � � �� �, t�Z� �+ r-� i�-� �; � ���Z �,���`f - � i.��� o� r'Kcan �E r•Dr�' L� E�i�(z � N �. R � �'�Ddt� 6N'Jw MEI_Tca �r�f /tic�F.P.�AI �i — 3 TH IJ5 �. . ,., , . . . . . . . _ GONNF"GT "YJ H�AT rAPE ��"�. ��T �UTE�- �L�E C� FL-�'G �T��NE I N Y��C:' . �.-iF3 - SF-uA� EDyE � M �1 �� . 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W�L �R r`l,�"('uI� , i i � Ieo� c-�•a�� u� - _ _ _ . __ ' - PLANT MATERIALS �- 2 VI �ouu�t� W ' ' - . \` , "� ' \ � r`�-+ / � ,.l�h� � LIGH'f�NG� . % �' �o �'NM - `- Y/o� `,�� � -�- �, + = • T �OUNI��iJ 1°INK CI� �'� " ` -{- ` �'+ ,� / F CODE SIZE NAME AREA A AREA B AREA C AREA D �,� t� IC� �-I�v 8 v'- �,,tipq�l)�Nt7=��DIVE, � � . ` r � � � r� �� � - - - TR�ES: JSB #5 Buff Ju�iper w 3Q � S �' .• � --�� � \.� �- �,.�ri•1�^• �� J5C #5 Calg Carpet Ju�iper - - - i 7 �- �X?�ND f3r�+�i�Z ' � • + ���� + + � + / . JTR Juruper(tr sp�anted) - - 11 - ' ,�� � �� �+ � � � ^� � ;, PP1 8' Colorado S ce - 1 _ _ _ - �Li.s Ih "t}tis Ar��* � � �`� . , � � ' PP2 10' 'Coiorado S � 4 �r ��' .� � ������ ' + � �+� :; PP3 �2' Co�orado Spnace 1 4 1 +� �� �_ '�� . ! � � � � _ �� ■■■ •� ♦ ; PT1 1.5' Aspen � 6 2 - - �-. � 5 � ' � � + ''" PT2 2" Aspen . - 2 _ _3 ,�„j; � I p� � � �� •`_ � � F PT3 2.5" Aspen 1 2 - � - �,,:' � � / � �- �` �' HRUBS� AA #5 Sasfcatoor�Se+viceberry 5 - - ` - � � � �• � ���` + '! �- �1'i - - -- b PFJ #5 Jac,lcn�ar�"s Pote�till,� � 27 - '12 _� Z',� �, �, — � �� "�. . LO�ER RESI NCE i P� ��,ws Mc,go y2 - y2 - �, 1 t ��-iV � -� r� • ' y�- -- � ,.,� _ F PVM #5 Chokecherry 8 - - - � � � C/ � �� ,. �'1 RA #5 Yellow Ftwrg. Currant 1U - - � � � - A • + � � '��` �`1�n�rO / � PERENNIALS � `__,'� t � �v� � �� � + � / M I X`ES: 'PMA 2.25` 81u r � � t "�� f� � n e C eepir�g PhJox w ,(�� L ;� Z�r� Rose' Dianttws - - - 52 � "�`'" � 3 I'3 � � � '� `e� ,�"1 � MOtiI� �U� I�� r � 2 �'T3 '� r�r-.�� , / � PM8 1 gai , Dwarf St�asta Daisy �., , � � 1� O� t�ly'`�NU��' P�c Coreopsi� � �TD W�11�1� T�-'� rto p� I NSTAL.L�� Mountair� Penstem�n w � ��� � �� �'h�Il'� f3Y I�P�S . . R°cky . + -{- y, � � n ' � J' , / 'i White CoralBeUs . � � �,(� �' � <_ , Rocky Mounta+n Codumb+r�e � d�` � r-- ` Paitated Daisy _ _ - 8G / -- % ��' � � - PMC" 2.25" E�rergreer�Cat3dytun i � � Snow-in-Sumrner M � � G(� ' � � Gc�anite P+t�s,s DATE DRAWN'��=�=J—t? � � � , �,._,:� -_ _ - --. . �� - - -- --__�. __ _,.._. .._ _.. - - - __ Pin{c Pn _ ,, , ,___. .. ------- - -__._ � ,_._ -_r_ . Q1 � % '"NdTE��_ 'mtose _ _ - � �_ �� REYISED �O' Il��-1"l �` � PAAD 2.25" B1ue Lup�r�e 50 "�. `�.,,� , , �.25" �Ox�ye Daisy 50 _ _ . , � � ; ,i � _ $� 1. Lar+dscape contractor to price each area(A-D) separate�y in the eyent tfi�at the ow�ers decide io d�lay s�e poriior►s. ' � gat O�ental PoppY 20 - ` - :�-. . \..1 I � ga1 -glacke��Susar� . � . ,�, i . 2. Contractor responsibie for fie{d ver+fication of aU�ndergrour�d�ti�iti{es, . � . , � . � 3. Access to rear terraces b cr�e from drivewa arad b 4ND���DUAL AG 1 al �t _ . � acky t�9aintait�Columbine � Y Y Y{�#�+�s�uih P+�l��Y Gt�e. ;PEREI�NIAL:S: C�AA 7 gal Duuat#Shasta'�aisy; _ _ 50 , � � �.ittle�Ai�s Mu�fiec' . � 4. Cor�tractor respor�sible for design and instailation af r�odi�catior�s io e�cistir+g�atia�►system., `: - CT ,� 2.2a" Stiaw-i�Se�mrnsr y 3p , . EV 1'gal Sultur`� _ . $ � � : ��� f 5. Ali new}�lant t�eds to be mutched with wood chips. ; - ,° � � �AF ��al i.ad.y�er� y .. , � . F . , +GO �� S+oreet 1�Voo¢� . _ _ �0 255 ; 6 : ;�ii disturbed slopes to be reseeded with native grasses. Sbpes a+rer 2:y ta be prc�ted+ad�ntit�i:er�sio�coc�EraJ#abri�. ` HS, 7"g�i' �AFt�ite-,CGr�:�ts - - 1�. . " , i k�S�; �1 9�a1� :Gt.�in i?Jantai�=�ilty. - - 39 � � �'zk; � 1 fl�IM: � 2.�.5" 11u � , ��• „ ,Subsurface drair�ge system eleme�is;at r�ar terra,ces ta. �ified�jr .,._Gl��-l.��(�� ,, ° . . - � � , � _ .�__ _ ,: -_ . _.. .. . .. , , . . . �., , . , . _ _ _ : . _ . _ � ,.: .. y i1tr�Ptt.�Otet�lta ��: �;p - _ ; �(� � ,Q� p� _ �q . ' � - - � 5 ' .. . �`V�7-�. :�e ��� �.�1/�+rJv.,' ' . . .fll{�' , � . - . . , . l z . _ . . . . � ., : s, ` � �r�Jy: ,�,{� � , '� � a e , " � ., ' PS .�, 2:?.5;; Vllttite Cr�e�r)g,J��►laac � - _ .$ - OF �" _ SHEET.S' - - : „ ,., .... - Vt 2:2,5" . S�iver Vef��iCa �4 ��ir¢ ,.. ._ _.. . _ .,,;. �..,. � :: �h _ 5, __ � . . . . . . ' . ' . . . . ' . . , . . ._ . . , .- '..... i � � I a • � �. ABB � EVIATIONS SYMBOLS DI � ECTOC� Y Df�AWIN� INDEX - ' ' . ,,, AB ANCNOR BOLT ' FLR FLOOR RGN ROUGN ROOM FINISN SYMBOL / KEY TO ROOM FINISNES ARCI-aITECT ARCNITECTURAL • � ABV . ABOVE F . O ,W. FACE OF WALL ( STUD , ETC) RO ROUGN OPENING ARNOLD /GWATNMEY / Pf2ATT ARCNITECTS , P . C . - - �------ - • ;• .• � AD AREA DRAIN FTG FOOTING ! RM ROOM __ � 000 S . FRONTAGE ROAD WEST A-O TITLE �SNEET E ROOF PLAN , -- ._-_,-__,_.____ ____.______ ____-___ _-__-____-__ _ ______ __ CE I L I NG I-a T VA I L , COLORADO 8 I 6 5 7 ( 303 ) 4 7 6 - I I 4 7 A- I S I T E P LAN ( TOPOGRAPNY ) F�'' -` • �, ' ---- - ------------------- ---- ------- - '_ , : ADJ . ADJACENr 'GYP GYPSUM WALL BOARD SEAL SEALANT ROOM NAME /NUMBER STRUCTURAL ENGI•NEER A- 2 LOWER LEV . PLAN E DOOR SCNEDULE v VAR I ES(SLOPED) ,----� '` � �. � , ° ` AFF _ ABOVE FINISN FLOOR GL GLASS/GLAZING ' SNT SNEET MONROE ENGINEERING CONSULTANTS --T - � � ;.,y � -� -- P . O . BOX 1597 , 48 E . BEAVER CREEK BLVD . A- 3 UPPER LEV . PLAN � DOOR SCNEDULE � ' ALUM ALUMINUM ' ^ NM NOLLOhN METAL ' SIM SIMILAR AVON , CO . 81620 949 - 77b8 ' � � A- 4 SOUTN � WEST ELEVATIONS _ , - ------ - --------- ---------- ------- --- - ---- ------- ------- ---- ------ --- ----- -- , L ALTERNATE NT NEIGNT SOG SLAB ON GRADE FLOOR BASE WALLS CEILING GENERAL CONTRACTOR A- 5 N E E ELEVATIONS � WINDO'✓V SCNEDUL ' '° � -------- ------------------ - - ----- ----- ` � _ --------------------- ------------ ------- ,�. . -- -- `� AP ACCESS PANEL INSUL INSULATION SPEC ' D SPECIFIED � � � i� ' C CARPET � PAD - NONE CT CERAMIC TILE CT CERAMIC TILE A- 6 BU I LD I NG SECT IONS __�__� ', , R � , d ------- --- ------ - --------�-- ------- --- ----------- — ------- -------- ------- • d ANGLE K I T K I TCNEN SPECS SPEC I F I CAT I ONS � � � ����`'"�� � � ` CO SEALED CONCRETE CT CERAMIC TILE GP TEXTURED DRYWALL GP TEXTURED DRYWALL � ; ----------------------- ------ -- -- � CT CERAM I C T I LE ST STONE GS S�AOOTN DRYWAL L GS Stv100TN DRYWAL L �' 1 S rA I� I��rPI l.S _ -- --�---- ------ -- -— ------- -- --------- --- ----- .,. -- — - -- -- ---- -_ ...._.. . . ._. SL SLATE T TILE AS SPEC'D GT FIRETAPED GYP GT FIRETAPED GYP �-° -~ •---� - - "' A � � _ _ _ _ LP _ _LOW POI NT T __ _ _STD ___ STANDARD _ ST SI�LEEA PE 'p V VINYL P PLASTERED DRYWALL P PLASTERED DRYWALL PAV I NG CONTRACTOR A-8 WALL SECT IONS_ _ __ _ ' C � !!�"� ; S S C W WOOD AS SPEC'D W WOOD AS SPEC'D W WOOD AS SPEC'D ------------ ` ` """� CLG CE I L I NG MO MASONRY OPEN I NG STOR STORAGE V 3NEET V I NYL WP WALLPAPER WP WALLPAPER A- 9 DETA i LS � � � ,- �� � -�-�---- ------- V T V I NY L T I L E -- --- ---- ----------- - , � -. - --- ------ --- - ------- -- --------- ------ - -------- , I C A S T I R O N M T L M E T A L w w o o o A S S P E C�� A- i O DETA I LS � F I REPLACE SECT I ON ��t�-��� : � ----------- ----- --- - --- ------ - - ---- --------- - ------ -- - -- ----- -- ------ - - , : � �; OWNER A- II INTERIOR ELEVATIONS ° �O CJ CONTROL �O I NT NEC NECESSARY atLtL�� , . �� � ANDREW AND LUC I NDA DALY --�--- -�---�---� -- - --- - — - ---- ---- -- ---- -- --- --- - ---------- _ , � . �---- ------�----- - -- --- — --- -- - - --�- —-- ^ A y, A- I 2 I NTER I OR ELEVAT I ONS ` �"".�► � CENTER LINE NIC NOT IN CONTRACT T TREAD Ci0 vAIL ASSOC . , P . O . BOX � oMirr�C —________��________—_�__._______ _ . . f! . .____._ ___ — .. _`_ _—___.__ __ ____. _____. ____ _ _—_ �__ ________ _ � CLR COLOR NO . NUMBER TEL TELEPNONE GRAPNIC KEY TO MATERIALS DRAWING SYMBOLS VAIL , CO . 81658 ` �, ',: :';, . - -------------- - --- -- --- --- -- - - -- -- --- - - ---- _ -- - -- --- ---------- ----- - . 1� CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TNK TNICK/ TNICKNESS �J . � - ' --------------------------- -- - - - - ---- ---- I II � I EARTN !!!/11 Cnnu FLOOR OR REVISION SOI LS / GEOTECNN ICAL CONSULTANTS STRUCTURALS -� � , C O C L E A N O U T � O N O P P O S I T E N A N D T Y P T Y P I C A L S P O T E L E V A T I O N x S Y M a o� I N T E R -M O U N T A I N E N G I N E E R I N G L T D , ----- --+ ` � , � ,:: -� ---�� --- --- -� -- ---- ----- ---- - -- - - ------- - ----! ---- ----- ----- -- ----- -- P . O . BOX 9 78 S- I GENERAL NOTES E FOUNDAT I ON DETA I L - --- - - --- �(� COL COL UMN OPG _ __ OPEN I NG _ I ���T STONE � PLYWOOD X �oOR rvo. I NTER I OR AVON , CO . 8 I 6 20 94 9 - 507 2 S- 2 FOUNDAT I ON P LAN , �+1 y ,� � ``p _____________ ____ _ _ _______ ___ __ ____ __ _______ �___ ____ � o 0 CONC CONCRETE PL LAM PLASTIC LAMINATE �,,,1 { -- x-a2 . 9 ELEVATION SURVEYOR S- 3 UPPER LEVEL FRAMING PLAN -.,, CONT ^_ _CONT I�NUOUS _____. _ _ _ PLBG_ ___ PLUMB I_NG __ _ _ v __ _ VAR I ES _ __� -�-- SYMeo� I NTER -MOUNTA I N ENG I NEER I NG L TD . - -- "^--- ---- r; t ' , � * ... CONCRETE �Z BATT I NSUL 'tv O wi N�rv TYPE P . O . BOX 9 7 8 S- 4 CE I L I NG E ROOF FRAM I NG P LAN f� t : � }a `: PL PROPERTY L INE ' � SECTION NO. AVON , CO . 8I620 949 - 5072 S- 5_ FRAMING DETAI LS !�� ,.f, �., 4 '+� , DO DOUBLE WALL OVENg�----- --PLWD -- - --PLYWOOD -- ---- --- ------ w� ---- WI TN ----- xx uo��c�v MT� -- ----- ---- -- ----- -__- , --..- ---------- ------ -- ----- ------- ----- ---- ------ - ------ ------------ --- � I �. SNE E T ►vo. I N T E R I OR D E S I GN E R -- -- -- � .�' '" t ,� ' SOD%GRASS � RIGID INSUL 'N + SL I FER DES I GNS � ;`�, �:{� � DW _ D I SNWASNER , _ _ R _ R I SER_ _ __ _ __ w/ o W I TNOUT � x DETAI L ►vo. 230 BR I DGE STREET ELECTR I CAL � '�-* �� ' � EGl EQUAL RD ROOF DRA I N W/ D WASNER/DRYER ai . 2 SNEET rvo. VA I L , CO . 8 I 657 476 - 242 I T -_ ^ "----^-- � `•' ' � 2 6 RGN sTU� X , X WALL TYPe ________ __ _ _______ E- 2 REFLECTED CLG . e LOqNER LEVEL ,�!' � ;-� - � :,. FD �FLOOR DRA I N _ , _ REFL _ REFLECTED _ ___ _ ____ _ WC _ WATER CLOSET __ E - 3 REF . CLG . e UPPER � SYMBOL LEGEND `i � ; � . , :� .._.. ._.--..,�- —�,_'=�r-�,..�:°.°,�-- , � ,', i', ; FDN FOUNDAT I ON REGl REQU i RED W/ D WASNER/ DRYER -�-� PROPOSED � � _ _ EX I ST I NG 1L� J,. . �- ( LaNt�Sc�P� PI.,qN � , , i► �` .� . . , � S T E E L � F I N I 5 N VuOOD CON TOU R CON T OU R -_- .-�.-----.,.,� , , __ ,._ . , ,` --- ------------- ---------- ------------------ ------- P R0.1 ECT MAN UA L ' �;�;., , FIN FINISN REV REVERSE WT WEIGNT _ , � • ��s , ;;� - � � �`� PM- 1 PR0.IECT MANUAL _ _ r �, '� , y, P M- 2 P R O J E C T M A N U A L � � '�. � � ",� k -- -- - *! ��.: � PM- 3 PROJ ECT MANUAL ` ° � ' a ' `,`i , ,�;� PM- 4 PRO�ECT MANUAL `� '` � r �_� � x '�` �# ,, � , ----------- �����d j� � PM- 5 PR0.IECT MANUAL �} Y��" � t~��} 4 ; , : . . ..� �. � -- --- -- � . . s �,;� , � � ��'I _ � a-,'_ � �r'�; - --- � ' �4�"A _ - ^�.� , , • �, � ,� ' ' � ; k . , . �-����I . . ._ . _... . . ..,. �,... .f ^i . � � . � � �� � . , ���� �� � ��� � . , .. ( 1 12 � � ' ���J � 2 2 ' � � /� � �, 1 � � ¢ � �' ` {� 1 ( � �-�> I — --� � '- .�. — ---- - � , - - — �-- � - - ---- - ---- - — �' s �_ � �, , �. �;iZ �;�z � �L 8 I � �� 0 IZ� � � � . • I . -� 4�; , . � , `l; I 2 --�'�2 - - , _ I� �',12 � I 2 � � a�IGKET r �i0 _� , , � I � � N I—z 1� �`�Z �-'Ia� �I�1� . i I � !Z � ' 'Z �, I � ' I ,� _ �I � _ � �IV�;k ��T Cr11' �; �2 I .. �Copyright ��IZ � Arnold/Gwathmey/Pratt - - - - -- - - Z�d _ � Architects,P.C. ] -. �1 -�.� �Y � , All RighCs Res6rved 1 � ��12 '"I�IZ �� �Z ( This document,and thQ ideas , � and desi�ns incorporated �— herein,as an instrument of `t � 4���; I I II 1 O v� Q��(� property of Arnoid/Gwathme�r/ ; ¢ "�` � I -� T`�p� ��� professional service,is th� � � • E-- -� I _ �N � Pratt Architects,P.C.and i§ ! / \ '� _� not to be used,in whole or in . � ��M I�l�' � � 1 part, without the written � � ' (� �;/ LG�AT�v _,_._ � pj authorization of Robert L. ; Jr.or Henry Pran. � �� v- Li � �� Amold; Edward M:Gwathmey � I — 1�, �? �'i 23 � — — � . ..: � r��� � I � E-- --� T � . �� \�� I � �:�� �:�� � Taa�n of Vail Gommunl� ��" �— -? —— — — —— — —1 Oevelopment Dat@. �1 �`U��°I° ; , , � pian Build Heaotfi Fi�� � � �RProved o 1� � o Revised: : � �j ��nie� C] ❑ d C7 Q �.�: �,1��! °�a , � ' �,8 � , _ � - - � t�^:4irii�,y oi >��rr��t � �ec. ��3 ;c) 1��`�I.3.G. _ , ' rra ��.�ar�c� or gr�n�ing of a permit or approval efi �;2rts �1� s�e�ifications shall nat be ccnstrued to ba a permit fr�r, or an �,�a�,roval of, any viofatidn of any of the provisions uf this code or of any other ordinanc� of the jurisdicaUbri. T#�e issu�r�ce af a perr�it based upon plans, specifications and other data shall , not prevent the building official from tlle�@�fter rbdui�i�rg the , � correction of errors in said plans, specifiiations and othe� data.''. i , ��T�: 1�` �c? �.4�' --- . - rr► �, �s , t � . . . l �Z- o c� � P L �. l�. . . j . � Sheet Number ,: � �� - ScALE ' 1 i II 8 'D � - - - - _ � _ _ :,�;�.;: i g1: ; - ._ _ . . . � '� .'.�� k `.��rY •�'.��. . , �` C d � $ . � - �,�... �� � . , . . . . . . ' . , . . . ' ' . . � .,.- ���-.:. . ' . ' _ . � ' ��I':, � - . - . - - "` � � .. ii+ I __. . . ,� � ' • • . ' . . �1•; . • ' . 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'� t'I F� �'-r'# Gt���-{�.�'-�E (� � ,�,1 / / / � � � / ` , 4 F '' \=��- _-` ��..- - � `.,o'� N�X, LL� � / � � � / ��� . , / � � � � , � � ---� , � ,� _—._ �x� t��(��.),�� Fl��- � � / I � / � / / / ; ' ti 51 P� �-'L�J Oi� ZoG{'.h �1"O • Q . / / � , , ,� �� � �-- . � � � � r, � �,� , � � :��� �-►-��r �u.--M� � � �.s � � � � / � ,,.`� . � / � � r i � �,;�� � � � ��L � � L.II�L ,,..1 _. ,�' ,,. �` �._ 1.���� �o� L X , / , / ' � �, /,^ ,'� 3 �, �_o u---�__--_----__ __-�..�_ - .4 0 `� � l I l l y - �' � ,� � h .� � Q � / / :.--.--'� ,..-----� `� . 0 � l � � � l ,,� --'�i�1� ° � ° / � I � �' � .1' . / / �� � ��— . `� . ►°v i � / �� ! / `� r � � , � � � ��° � / / / �/ � ` bV tn.,l�j'1�ioL�l�'�' a. , ��� r' � � � / 1� �f i / � ,L �LJ�'E �O�°�-�.b�.,+;'� __ � � � � � �,,' � , � �/� Z�o , �� op L�� k� ,�jr�-► 1� TNis s}��T: ,, �' ./ '� � / � zs• � � �_ ��° . � / � � 1 �� � � �- /� / �j� � � - � I ,, . / / , / y. � � � � ti � / / / � / / .- ! � l I / � � � � � S Not1�DE� z-s--9'� , , S U D �: ' M � / ` � . L639 / / �� • . , • . � 4' • . g:� �` � ' ` ° f / / � � —_�/ 330 , . .- � � `' ► _.. ._ 1 i � t:. ' � / / /�;� ,�` �,- ,; / � •, . ,� i �it,�t=:�l i �1� c c�ss � b as t �It ,�: . Z / / � '�'' % f �� / 8b�, ..._-- � ► � � ti � = j i��::,.at � -:3" N 6P a5r HA►.� �/Lu H� "' � \;- _.,.�. pfl�' tll�-- ps � � � � ,, / ,/ ,� � _--_�.. �--_ � i i r r � Y TH / �'~�---�4-. — I I �1� ✓ � / / `� � � \�`� � ..�i t . F� 1`� Y�A � / � ,�� / s6s�� z e -r��r��� ���� P� , . � � ,� I'' � 1 � � z YYPi�L � �iv��1�- �s �G �o � / / ` ,%�/ �= SroN�� �/� �^G / / - � __^�' � �� ;, � , �� ., � .� �T,Sw_ . _ : � � f 4, , �' ----- �,-- -- -- -- � -a ° s �� �,4 � / � � � R �\c / � � - � � '� / � � �. � \ � � � � � J � � � � %,�T� . . , , , .. . . I � :� � �z � � �� � � rr � _ � ' � ,� i \� F9 / � f --�'�� � >�` � ' I / ;� Q� `rF � � � � � � � � / ��`" � �,� ,� � . '��,. I / � , � � �� / ,r'� � i o N � I� �� �I.'O V�l I`�I U F' VA I L � � � , , � , � � � � , �o � �° � , j,` ! �; , , . . `l ,. � i � _,_,__.__�_ I / ' °--_.____.._ ' � l � I , � �t� � \ Y Archit C / ..._.._._____..._ � � , m Copyright � , �` � ,` O ' I ' , -------------.DATE------------------- Arnold/Gwathmey/Pratt � BY---------- _._.---------.....__. � ��ts,P. . ' � t , All Rights Reserved �, r` � � - / � I �� � �" I �` �- ��.--- � �` y`1� 1 This document,and the.ideas ''�\ -� ; , 1 �- � r- and designs incorporated � ; 1 �''� 1 / � herein,as an instrument of �''�.,� l ' ; � �'. / "'�r � -�''R� � Q professional service,is the / �/� � o / property of Arnold/Gwathmey/ / ---�_ � �`� / � � , ; 4v" , ,�p� �� � � � � � Pratt Architects,P.C.and is f � , / � ,,�� � , , Z5 � J not to be used,in whole or in o � �.- P�'"�.� � �� �� . � � \ , part,without the written 6 �LD authori2ation of RobeR L. _ � -�_ (��al d���� '�- L��.. � �=� � 8 ,` 'l� �� �' Arnold,Edward M:Gwathmey � 1- f'" � i' ,� Jr.or Henry Pratt. \. ul �� i � � 1 1' Q � r _ _ � / \ �,- 1 ��\ ;l �• l� �✓� ,/ �_.-- / � � ��-�-'�--- /�� �' � ��-OM Gp X��'OYC�AI.V, K� � � � / �. � _ :� � si�� cJ�vF FT' � , �o� �o��-N `�y � i .� Date.: —� ��,. %a / 1 o�r �o I f � �`- , � -t. 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I�L- I _ - and designs incorporated a ,,,) � - ��y 1.-e,. q, GASEn�r'j F�XF� LO'S'�C{�/jp11}(.G professional service,is the P 1 � � i �' '� y p eoperty'of Arnold/Gwat me / ��, r�. ��.� r���Y � � . : � � ,.,�, • i� Z -5 Z 5-,� �� �SEC1E.�`�Fi�-P , Z4?$GG LC�Zf{CG ,� Pratt Architects,P.C.and is y ; �� � , not to be used,in whole or in . , i � R �� \� L Z'-S t' �'-��;�� �.s E ��1" z � �ti,l�3 H • part, w�tno� n • . . . . , . �.L, �O`��-��� ' """` - -� - - ,A authorization of Rob��ert L.. � � _. , i L . _ ._ ,.�, . _. . �_ , - � F . . ' -11 F � _ � � �...... � -- -- _ _--- I I , ; �. .�. _ nol Edw d mey �O. P j�' �'�' - - --- j. ,f , %' ,,� (`'' �,�° -5 �.., �1 � � l%� _ ��� .' Ar d, ar M. wath . t . G`� fAK �i � /�`A , � � � 4 �„� ...-�--��.. --... :�w+. ..� ....,..�.-�-......^u. ..�-.,... Jr.or Henry Pratt. 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All Rights Reserved ' This document,and the ideas . and designs incorporated herein,as an instrument oi • property of Arnold/Gwathmey! , ; � _ professional service,is the j� ' ' ___r— �j'��`'�� °''r ��p,, , Pratt Architects,P.C.and is '�� ��.��� ''` '°• � ,.�,,. not to be used,in whole or in '�`"`�'��,,x.,,;;�� '' ,��.., part, without the written \ "°°�• authorization oi RobeR L. N G��� ' p��- p�M�b� � � ���`""""" Arnoid,Edward M.Gwathmey ��YoNp 2�woo� K � �1-Ooh� a•��M�LY� WALL ?�55� � M LY� �"K � „ �, Jr.or Henry Pratt. - : 2��2'� hU��p�T�D �i`( F1.:1', � - • � �' ,nkz�v N E�T N i Nb �I V��J LAL�"G N Ca U� • Al`�I7 �i��� �'�1��1-i t�Ca P�u'T`T i t�v �P Tn :�,, �^� - �� ��t. 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Pratt Architects,P.C.and is not to be used,in whole or in part,without the written authorization of Robert L. Arnold,Edward M.Gwathmey ._ Jr.or Henry Pratt. / n '�/ ._���d.;:° f ,� � �, II � / �� J � �2 ��o�� � � ;,,:£ w, �:� � � � Date �� ��.�a � �� � � � � � � I ����� � � Revised: � � � ' c��I�I C� �' VA I I�. � ... _ . _ — -- , . . � . �� ,���. , , _ - �2° o�- �i'Z�� � �� �, �� ��Z�i 3 u 'g8; ,2 2 � � �4�, 2 ' �2 _ P _ i � _ 4 i ; v�a�o �� r��r�-r�p � � ��v �t� ��►�r�n ! ,' � i� �`(�}tj-_�'Vct`r�:�t�"'_""_..__.�__.._�.�DA7E----------------�- , �� � u I i .� '� � , ; , ?�4 M �"?L��TF — ,,, ..�,.�_ 5 2 � �'2 , j ;� I r�'2' 3 2 i , `/�UI7 1�1A1-l- � / ! � i � UD vJA1�L � � , �UD WP�LI� �8u �Y�. �D, , 2�pi�M�'T� A ,r�INT�D _ . 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(� �" �:�� �..., � ,. , Y Y professional service is the ' \ � / _ , � � � �, � � �� � property of Amold/Gwathmey/ l � � � ' � f � � °�-> ,�Q %� � I � Pratt Architects,P.C.and is � ,� �' ,/ ti _ 25 �,� v not to be used,in whole or in o ' lo- D l..o (�IJ / ,�Q � � '� � 8,�° � /�,� � \ a with ut th ' n p rt, o e wntte G �LD / / "�.��'�....�..-- authorization of Robert L. Tn 1-- F A� rtv K�� � \ ,� � � � ,. . � �' BY- -------•--•.._..._.:.r_......�..-...��_� Arnold,Edward M.Gwathmey � -_�f � �T / ' 1 1 ti . - . �; / ;, �4 B5 � .r. i Jr.or Henry Pratt. � ; � � �, r •� 4 � � , 1 M p � _� I V� — � ,1 �----_ �.�' � / ��r�� \ /�I'-o" �x�"° C�AW, � +�j SS r'' k r•. /� � � ' I. �. /.� � � s�.L�LV�-�T , �0�, �o�T'N -_ �� � ��,,,- ;.�—� � Date � / �o� ,� �" ` � ��� � � '� o � Re i ed: � / �r�c � P � / � I�TN � �rr ��S�M�N r ,�sg�-t._, � ��v�� � / � �- ��� S I� ° ��� o�►, W- ` � --` �� / z8q, 99� / _� }', �' �� / / ��� ' � � � �� / � . � o i �,� � � p, l-� bsc.,� �'� �'�� � � r � s ��� � � _� i � � ; ,� � , - . �,_ �P�,� � � °� l , a �o r ,� , � �o�K , ,.z�� �ts � � - 3��, £ �. ��� ��� � � , � , , , �A � � i ��rA r� �A r� �+ ., � � � ��' 1 � s � r� �r��°f�r�AT ►°►� Fl�h A s��CJEY � r � aY ir�r�� -M��r�r�i� ��G�N����r�, �ra �� �X °��, �� �� r�rr��G r�r� �P. � � ` ����, co�� a�2� ; �r�v� �°�N3 � 1°b I��� �► on ... s�(��,��• �A���Y �F�s�v�c�- �� sws,F� PR �v�WAY 380 �,� �PP� �v�� �„ BEaq-5' �l�� ���v; BS��-� Sheet Number l�J��t �.Ev�L ��, 86�3v,s UPP�� �LkV: 86 Z8 f�" - - �q(zA(�� �1.,. c�G7.8' VF-f�ricAL D�rr; �} �T' � ._ ,. �FAo�: ,� �v, , �,, ' �I DG�. F�-,8,G s 9' . �Zo.S' �a� F.x'� �F�Pe� .��m_ � � . si�--� yl��p�, z3�. �V. .,� r . . `�r r.�t � f ' (�' . . r. . ;;�V; � �:'�.,-�, ,� . , : , ;,�ay�.. , ,,,. � . ;,: : ,,., � � g{ y q ^ 'k�A. S; ,..': . 'i . ' . .-- t .� .�,` . _ . , . , , , . , , . . . . . . '"'��,-< }�II.F��`IY.,'�. . - . .. . . _ . . . � . �;4 *y.%T ��y �• �: . '.: ' • •;.-•'r�., ' ry-'� �u�� � � , . - ... . ' . . '�, ' . . . � . ' . - .� . .. ' ' . , . � . ' � . . . � ' .. � . . ' ,.. _ ' . . . - �� . � '�: :.S+i.:`AY � "� ; '. ..�� � .: . .. . h .� '�,'.!K , ,y. - � , . �. .: . . ,. . . _ , . .. -.. �,.� . ._ . . . : . � , � . � . . . , a Y1 . , , �. : . . � . . � . � , � . . - , . . . . . , , � N ....- -,; �_ ��, y. • :� .. .. � . . . ' _ ' � , .. ..`.`' ., sE � . . }, " � ' �, J', s� . � . , . . , . . .. r�,+�., �` ` � , . �' r � . `` .t � ��� � 4 4 .� . w � ' . . . . � . � . , . � , � ' r � .. .. ?, -_ � ' .. � . . - , . ' � 1 ''i f, , � � ' , , � . . . ' .. _ . �,-t:. � � Y � � . F> • . . _ ` . . « l "; . C��' . " � � • �� , '��i ;� , s tl,,. N„ l 'I' . . ' ,. �. „ • i . - � ,✓�; • " . , ' . ' . 111 - Y - ' �� �� � � � . H �,�,�m_ •�• r. �, � �3 �-. OIYISION 1 - GENERAL RERUIREMENTS SECT�ON 01400 QUALITY CONTROL D. Architect will determine acceptabSlity of 3.06 TOPSOIL � " ��'s proposed substitutlon and wSll notffy Contractor ' , `�'�}��SFLTXON 41005 ADMINISTRATIYE PROViSIONS 1 .01 GENERAI af ac.ceptance or rejection Sn writ�ng. A. Spread stockpiled topsoii uver all areas ' " � ; disturb�d by construction. (Separate contract. ) • 1.01 WORK COVERED 8Y CONIRACT DOCUMENTS A. Ge��pral Contractor shall maSntain quality � 5ECTION 01700 CONTRACT CLOSEOUT control over supplfers, manufacturers, products, 3.01 FINISH GRADING � A, i�ork under this contraet tincludes a11 materials, services, site conditions, and workmanship to 1 .01 FINAL ClEAN3NG �` '' " equfpment and labor nacessary to cQmplete the produce work of specified quality. A. Remove excess materlal from the slte or spread work indicated, specifted or reasonabiy lnferred A. Clean inlarior and exteriur surfaces exposed to on-site in area acceptable by Owner. � therefrom including sltework and driveway. 1 .(12 TESTING L.ABOr2ATORY SEfiVICES vie,+; remove temporary labels, stains and �.; foreign substances, polish transparent and B. ' Cut arad ffll ai1 areas as indicated ur requlred ` "'' . B. Owner reserves the right to bfd afid enCer into a A. Developer w111 employ and pay for testing glussy surfaces. Clean equipment and fixtures to permlt finishing to the finish grades � i,�� separate contract for the driveway. 1f this laboratory 9ns�ections and tests. to a sanitary cc,nd9tion; clean nr replace indicated. .• ' r � occurs, the General Contractor is to work wSth filters of inechan'ica] equfpmerit. Clean roufs �-1 � ' drlvewar contractor to coordinate and mSnimlze B. Co�perate with testing labcratory to furr�ish � and drainaye systems. Clean site; sweep paved 3.08 DAIIAGED EAR1N �� ` damage to drfve du�ing ho�se constructSon. access, samplas and tempor-ary facllitic�s as areas, rake clean othc=r surfaces. ;;; �,7► ��'>. required. Provlde testing lebor-atury suffic:Sent A . Re+nove and raplace earth that has been rendered ` �•.. , �`� C. General Cantractor to break out driveway costs prior rotSce for services. 1.t�7 GPERAiIONS AND MAINfENANCE DAiA unfRt to receive planting due ta concrete water, y'` � � per Dely drlveway contract Sheet A�1. mort;�r ar lfine water dumped �n 1C. ;� ' ' SECTION 01500 CONSTRUCTIGN fACILITIES AND TEMt'�RARY A. Subnait cupy of operatinn and maintenar�ce /1 t 1.02 CONDITIONS ANO REOUIREMENTS CUNTHOLS instruc:t'�ori for equipment and systems. lnclude 3.G9 FIELD QUALIIY CGNTROL ` , l,l O t parts lists and local service agency. � V A. Division 1 - �enera) Requireroents govern work 1 .01 TEMPO�ARY EIECTR[CITY AND LIfHTING A . Excavation: Obtain the Ceotechnical Engineer's "' v ♦ Q . under all dlvislon of the specifications. I ,03 WARRANTt approva� of depth ar�d exter�t vt excavet4on for � A. Service: The e)ectrical subcontractor shall structuras befora startiny filliny uperations. . � � B. Yarious subcontrackors sha�l rev{ew with Tewn of provido tamporary electrical serv�c.e ta site for , , A. On� year after TCO date. � ' Va11 Building Cepartment and arrange for cc,nztructton pur�posas. The electr9cal B. Filiiny: Obtain the Geotechnfcal Enyir,eer 's " � � � " required 3nspectSons. ' subcontractor shall prov3Ce cir w its, branch � DIVISIGN 2 - SITE'�JGRK n���rnval r,f i�ill �nd the method of placiny and ° w{ring and distrlbution boxes as r�:quired far compactinn before startiny CGrt�pBCt@d Fiil or (� ' 1.03 AL.LOWANCES temporary power and liqhting. The electric�l Division 1 -- General Reyuirements applies ta work in this backftill . ObtiaSn approval of tha cnmpleted "°" V subcontra<tor shall pravide temporary 15ghi;Sng , division. cumpacted fill and backCili from Lhe f n � � A. Include the following allowances in contrack for each spacc�. Geuteclinical EnySneer. Sufficient tests will be V J sum. The Archltect will make final selactions SrCTIGN �7_200 EARTHWORK made to assu� e cu�r�pliance witt-� thRSa � ^ at a later efate and �he contract amount wSll b� 8. The vari�us subcpntract�r shall urcvida spE+cificetions. If, because of unsatisfactory , `i adSusted up or down by Change Order ta reflect ext8r�sion r.or•ds end tair�ps as reyuired to ��nvey FAi�T 1 - GENERAL test results it is necQSSary to retPSt after- � � t,he actual cost of materials or equipment aleckricity to tucations of work and to provlde corrective work, the cosC of all tests othar G, selected. task lightinq to permit proper ex2cution and 1 .01 REF[FENCES than th;�a Snitial tASts shall be paid by th� O �' � Sns ec.tion of work. P Contractor. t � 8. Mater9al Only Allowances: The folluwing A . Con�paction 1est: ASTM D698 Standard Proctar � allowances include purchase, taxes and delivery C. ihe GQneral C.ontractnr shall pay f�r electririty Der�sity. C. Moisture-Derisity Det:ermination: Samples of , J � pnly. Unloadi�g, handling. storage, cunsumed until f�nal act.eptance. ' repr�sentativa fill materials to be placed will d ' {nstallatlon, proflt �nd overl-�ead are contract FART 2 - f'�OOUCTS be obtalned by the Geotect;nical Englneer for � �� ; costs included Sn tho contract sum. 1 ,01. . 1EMPORARY HEAT ANO fNCLDSURES - ALLOWANCE IT[M determinatior� of maximum density ar�d opttmum `� � 2.01 TOP�OIL. muisture for thpse. mat;eri;�ls. Unless indicated � O x C. Material and Installatiari Allowances: The A. Prnvide temporary lieat necessary for the + otherwlse, tests for tl�is determinat'ior� w'ill be ' \ " followln9 allowances include all costs of exec:ution of wori;. Instail, maSntain and A . Topsoil: Materi�l that is stripped from mada usf�g methods conforming to requirements of � purchese, 4elSvery and lnstallatlon. operate temporary heatiny apparat�s tin such a cor�structlun areas. Topsoil may iriclude qSTM 015,,7. Copies af th� result.s of these � � � 1. Carpet $20/s,y. manner as to facilitate the work an tt�e proje�:t � moderate amcunts af organic matter, tests wil � b� furn9she8 to thH Contractor. � '�` 7. Rock Face on Fireplace-Family Room S10/s.f. so work can continue and the finisl7td wcrk will fhese lest results will be the basis of control � 3. tile on 6ath Flonrs and Tub/Shower not be damaged thereby. � 2.02 flll ANU BACKfIIL MAIERIAI for compactive effort. A' Enclosures $ 5/s.f. ` . •V B. Provide te+nporary enclosures as neces:,ary for- � A. 9ackfill and fill : Ori site excavated or D. Density Tests: The density and mo�sturo content � �.04 QEDUCT ALTERNATES holding tempor�ry heat such as anctosures for fmported non-expansiva material, free of tres(,, of each �aygr of compartaci fii � in place wi� � ba � concrete work or� f'or thawing froa�n grc�und. ' detrls and organlcs as approved by the determined by the GeotechnScal Eng ineer in � A. Textured (orange peel ) fjnish Sn lieu of plaster Gc�otechnlcal Englneer. accordance with ASiM D1556 or D2922. Recompact , � throu9hout to be subm{tted as an alternate. ] .03 TEMF'flRARY WA1ER ' ar�y material fa�nd not to c�mply witti the �' 2.03 llNDF.R SLAB GRAYEL ml�iimum specifled density until the required ' 1.05 EXAMINATiON OF SITE A . 7he General f,ontractor shall provlde temporary � densSty is ubtainea. �h" water srervice. The varinus subcontra�tors shall `:, A. Impurted yranular• material contalning less than A. Failure to visit sita and becoma famSliar with prnvlda all temporsry connpctions and hoses 2z passing tha No. 2G0 sleve and more than 50X E. Fleld Engineering: The respunsibillty for site constralnts and working conditions Nill in necessary to convey same tu plac�s needed. � retain�d on the No. 4 s9eve. line�, 9rades and levels necQSSary f'or prop�r no way rellevQ any Contractor from necessity of locat9an and executlon of the work rests up;;n furnishing material or performing work that �r,ay 1 .04. TEMPORARY SANITARY FAC[LITIES FART 3 - EXECl1TI0N tha s�bcontractnr who will retain a cvmpetent be required to complete work In accordance with ir>>:trument man fo� this p�rpuse. Carefully Orawfngs a�d Spec{flcations w�thout additional A. The General Contractor shall provSde and 3.01 CLEARING AND GFUBHING protect banch marks ar�d ref�rence points. � - � cost. masntaln adequate chemical toiiet facilities for � � thc� use of all employees engaged at the site 1n A. Remo�e trees, shrubs and veget�tion w�thin the SECTIGN U2513 ASPHALTIC CGNCRETE fAYING B. Sp11s report by ]ntermountafn [ngineerin9 will compliance with applicable regulat9r.,ns, construction area including roof structure. be available at Architect's office. Remnve fri,m i,he slte. Frotect: Stems to remain. f'AR1 1 - 6ENERAL . 1.05 TEMPORARY FROIECTIYE fAClLITI[5 1 .06 FIELD ENGINEERING ` 3.U2 EXCAVATION 1 .01 WURK INCLUGF..D A. Provfcie and maintain protectfva devfces and A. Owner will provfde field engine�ring servites to facllitiQS for th� protection uf the publ5c: arid A. Topsoil : R�move all to�soi � and organic A. Locatior� �f Work: � �� establish grades, 1Snes and levels by use of the generai pratection of all wot•kmen on the material al areas to receive paving, buildSng 1. Aspl�alt driveways unly. reco9nized enginee�ing surveying practtices. proSect including but not limfted to: cunstruct+an or slabs on yrade. Stockplle for Contractar sha11 protect control and reference reinstallation. 1 .U2 C�uA1..ITY A`�SI;RANCE - points. 1. Llanger signs warning again haxards created by such features far construction as B. Excavate the site as reyuired for walls, A . Cnmply with Standard Specificakion5 of tl,e � ' 1.07 ftEFERENCE STANDAR6S protruJing r.ails, ho{sts , well holes , foundaticns, p9ers, areas, basements, craHl Colorado Slate Hiyhway Depari,ment. � wir�dow openin�s, stairways and fall 'ing spaces, pits, etc. , to dep�l�s indicated. Al1 A. For products spectfied by assotiatlorz or trade materials. footlnys shall bear c�n nat:ural soil below frost FAR1 2 -� FRilDUC1S � st�ndards, comply w�th requir�ments of the 2, FirQ prot:ectinn equipment. � uepth. Bearing material sf��ll be verlfied on standard. except when more ri�id requirements 3. First afd equipment. site by tF�� Geotechnical Fngineer. 2.01 PAV[NG MAlER1ALS are speciffed or are required by applicable 4. Temporary waiks, roadways, trench covers, , ' ! todes. barricades, bulkl�eads, ra9lings, danyer C. Keep excavations free frum rain watEr at all A. Makerials In accordance with tha Colurado $tato iights and sSgna�s.etc. require<� for this Cimes. Notify archil.ect Sm�nediately of ground - Highway Uepartment Specifications. - . 8. The date of tha standard is that 1n effect as of work by federal , >t�te and local safe�y aater Ericnuntered <_:u perman�nt deNaterSng can be the bid date except when speclfic date is laws and bufl4ing codes , ac.hieved. 1 . Basa Cuurse; Crushed rock or ston�. � specif9ed. 2. Asphaltic Concr�et�: ASiM 0946 esphalt ].06 fIElO qFfICE AND TELEPWONE 3.U3 PR[FARATION Gf NATiIRAL GROUND cement wfth co�rsa and fine ���gregate free 1.38 CUTTING AND PATCNING f►om veget��bl� matiter, clay and A. Tha Goneral Contractor shall s;rovicie and A. Scari('y upper fi" of all cut or fill areas under deletarVous substarices. A. OpenSngs fn construction which ar� required by mair�taSn field tel«�phuna. No toll calis shall interior slabs on grade or- pcving a�d recompact ather contractors shall be left by crafts be alluwed for subcontractors. The telephona within +2X optimum maisture content to a mSnln�um 2.02 ASPHAI_TIC CONCREIE MIX ' � invo1ved. It is the responsibtility qf varlous shall be availab�e ta the Arr.hitect. of 35x of Standard �'rottor Oensity (ASTM 0698) . ! tontr•actors to supply in advance, proper and A . Cesigr� and mix in a�cordante with Colorado State sufflcipntly detailed informatian. In evant of 1 .07 CLEANING UURING CONSTRUCfIQN 3.04 FILL AND BACKFILL Highway Deptirtrnent 5pacifitati�ns, Grade EX. faSlure to supply this advante Snfo�mation, cutting as may be required shall be done only A. Each cor�tr�ctor shall keep th� buiiding and slte ° A. At proper time, fill as rE.quSred and backfill FART 3 - EXECUTION after concurrenre of Architect and at the frea nf waste materials and rubbish. Ea�h around walis, piers, etc. , tu bring the eari,h to N � p expense of the r�egligent party. cuntractor shall daily transport such rnaterial - proper ievels and �rades for subseyuent work. 3.U1 PAYEMENT UFSJ6N � tu a designated locatian on site. The 6eneral - Inslall backfill 1n even lifts on both sldes uf ' S�CTION 013G0 SUBMIT7A1_S Cont.ractor shall periodlcally dispose fur' foundation walls ansi after supporting floors ar� A. Pavemant thSckness: m Copyright ' accumulated weste off s{t.e. in place to prevent excessive pressure on cne Arnold/Gwathme /Pratt 1.0] PRdCEOlJRE side. 1. Aggregate 8ase Course 3 inch�s ' Architects,P.C. y . � 0. Each Contractor shall leave his work cle2n at 2. Asphaltic Conc.rete 2 inches AIIRightsReserved A . Submittai: The fenaral Contractor shall m�ke the c.o�npletion of h1s work. Claan inter9or B. PlacSng Fill and Backfill : Do not place 6rush, 3. Total thickness 3`yinc�e's su6mSttals to the Architect. Oo not make areas prior to start of f'inish work , ma5ntain sod, frazen material nr otf��er perSshable or , ' Thisdocument,andtheideas ' suGmlttals directly to the Archftect's areas free of dust and other contaminants during unsuitable materials Sn the fill . DSstr�bute 3.U2 SUBGRADE FREPARAT[Ot� anddesignsincorporated consuitants. SuGmittals made directiy by Ptriishing nper-ations . materlal on the fill to avoid formation of „ herein,asaninstrumentof subcoritiractors or sup�liers w111 not be lenses dlffering substantially from the surround A. Cut and fill subyrade as required for� pro er rade. professionalservice,isthe accepted. SECTIGN 016U0 MATCRIAI AND EGtJ1PME.NT material. Del iver matsrials to the f f l l surface p y propertyofArnofd/Gwathmey/ � Pratt Architects,P.C.and is � in a manner to result in a we11 and unlformly . �. P1ow or scarify subgrade to depth of 6" and retompacC to .�" nottobeused,inwholeorin B. RevieN: Architect and his c.onsultants a911 1 .01 TFANSPORTATIGN AND HANDLING compacted f�ill. Before compact5on, spread fSll 95X denstity as determined by ASTM 0698. �i ' part, withoutthewritten `k'' r-evSew suhmittal wiChln 10 days of raceipt of ° • materfals in approxSmately hor9zontal layers not ,F authorizationofRobertL. ( - . submtssion for canformity with d�sic,�n only. A. Transport produc.ts by methuds to avaid damage. greater than 8" t,hSck with upGer s�rface 3.03 FAVING INSTALLATION :,, Arnold,Edward M.Gwathmey QuentitSes and dimensions ara the responsibility Deliver in undamaged condition �n �nanufacturer' s aNproxSmately horizontal . Jr.orHenry Pratt. of the Contractor. Pro er flttin � ��� p g, constructfon unopened containers or- packaging, dry. A. 6eneral : Com�ly with Colorado State Nfghway Department of work, fur•nishing of materials and work . C. Moisture Controi : If, in the op(nion �f the Stand�rd Spec{ffcations. � � ;;#� requir�d by the Contract Documents but nut 1.02 STORAGE ANO PROTCCTION = 6e.atechnical Engineer, it �s not possible to ir�dicated in suhmittals refnaln the ubtain uniform moisture content by adding Nater 4. Base C�urse: Place and compact to specff5ed thSckness respons9bility of the f.ontractor. Review of A . Store products 1n accordanr.e w9th rnan�facturer•'s un the fiii surfaca, add nQcessary rnoisture ta at 95I dens9ty as det,ermfned by A5TM D698, � submittals shall not be const�ued as approval of lnstruction, with seals and labels int,3ct and , Lhe fill mater9al in the excavation. If, in the , . . Da te - d$viatSons from raqu�rements of Contract 1eg}bls, Store sens�tive prod�cts in opinf�n of the Geotechnical Engineer, the C. Asphaltic Concrete: Ducuments unless deviations from Contract weathertiyht enclosures; maintain witf�4n materiai prupased far use in the campacted fill � ,�' Z 1 Al�(� °�O Documents have been specifically noted as such temperakure and hu+nidSty rangWS requlred by is toa wet to permit adequate curt�paGt9on, �iry in 1. Oellvery: Use trucks wSth clean beds. f'rotect R ,L,�V{$ed: on submittals. manufacturer's instructiuns. • an acceptabie mar�npr prinr i:u placing. Place from weath�r. " , fill and backf� ll material witt�in +2X of optimuro 2, Paving Mach9n�: Self-conkained power pr�opelled C. Rssubroitta]; The General Cantractor sl7a11 make B. For exterior storage of f'abricated products, mulsture c.c,r�lent. paver with screed or strSke-off assembly to attaln � ` resubmittals until the concurrence of the place on supports above ground. Cover pr�ducts continuous paving. Resuitir�y surface shaij be Archltect fs obtained. subject to deterSuration with �mpervious sheet D. i,uu�paction; khen as acceptable, unSiorm even without tearing, showiny and gouging the cavering; provid� ventilation to avoid mc�Ssture content is oblained compact each layar mixture. 1.02 SU6MITTALS condensation. by mechantcal met,hod acceptable to the 3. Hollers: Steet or pneumatic tires with minimum �:;•`' GEntPChrilcal Enylnee� to the full dens9tias as elght ton weight and water system to keep wheels '�v' � r- , A. Shop Qrawings: S�bmit sepSa and three blueline 1 .03 SUBSTITUTIt)�IS determ�ned by ASTM D698: moist to prevent adhasion. I� prints each. 4. J�inLs: B�anded and s�aled. '�`�` ' ° A. �ocument each reQuest with complete data Interior Utility Trenches Un�'er Slabs on 5. Hand Piacement: Ailawed only where pavar eannot '*:` ':r B. Product Data: Submit five copies each, substantiatiny compiSance of proposed Graa� 55z be used. Shuvel in place. leave htighe.r than � ` ' substitution wfth Contract Documents. Submit Batkfill Behind Retaintng 1�alls and mac.hine placed. � ' , C. Job Site Oocuments: Orily accepted Shop Orawings Product Data and samples as roqu9red. Fo�ndatSon Walls 55X 6. Rolling: Thoroughiy roll �nd compact. Avoid • or Product Date sliall Ge kept at the Job site. Interior FS11 95X placement of material . Use hand tampers where _,,�� � The General Contractor shall keep a complete s�t B. Request constitutes a rfpresentation Chat Extkrlor Utility Trenches Under Pav9ng 95X required. � nf such documents on file at the job s1te. Contractor•; Exterior fill Under Paving 95Z `i,z Trer�ches NoL llnder Paving 95X 0. Resultiny Surface: Smooth and truQ to Sndlcated grade. D. F9eld Measurements: ftequired fleld measurements 1 . Has 3nvestigated propased product and overlot Fill 85X Depressions shall not exceed 1/4" Sn 10' . , are the respunsibility nf tF�e Contractor and deter�mir�kd that it meets or exceeds, in � ,:_�zt�.,.".s.3:m�.a:•6n.,c�'�tl�,tss�3:�s_u�.,x._,<.:.x.+_��L,.,.:.. �.�: �.,;,r=.�.�,:�.x,.:,.�n... _ . Ni11 be made after Shop Drawings have been all respects, spectified pro3uct. lhe use of free water (puddling) will not be SEC7ION U7710 FOU4GATION DRAINAGE °� thecked by the Architact. 2. Will provide the ;am� warranty for allowed. �'� � s�bstit�tion as for spec5fied prcduct. FAR1 1 - GENERAI_ , `1 "-'�. �, � -'� E. Cont�act Documents: The General Contractor 3. Will c.00rdinats installatfun and make 3.05 UNf1ER SLAD GRAYEL (SCRfENED ROCK UR SIN6LE PASS) �� `"� k �.�3 � � shall ke¢p a record set of contract documents at other changos which rnay he required for 1.01 WD�K INCLlIOED � �� �� ��'� ��.r� t�;� . the site, work to t�e complete in �li respects. A, _ lnstall to compacte� thickness of 4" under all 4. Waives cla9ms for addltional costs which interior slabs an grade. A. Location of Work ' 1.03 SAN{PIES ma subse uentl becume a , y q y pparent. I . Entire pertmeter as shown "`(�"�` � , � i ('� � � J� � �j� . - B. Paver sutgrad� to ba Class 5 agyregate basa 1 jr �( 11( U ��( A. The Architer.t will provide tlie G�neral C. Substitutions w�il not he considPred when they minimum 6" in depth c.ompactE�d to 95X stanclarcl B. Furnish and install : ' .� Conlractor with a 11st indfcating color� texture are ind�cated or iinplied on Shop Drawings or proctor wfthin +1/A" . 1. 4" A8S dra9n p'ipe. � and finish. Product Data submSttals w�thout separate written 2. 3/4 screened ruck 6" beio and abuve. request or when acceptance wi �l requlre 3. M�rafS 140N fabric around c�,{ein system. Sheet Number , s u b s t a n t f�1 r e v i s i o n o f C o n t r a c t D o c um e n t s , 4. C o n r e c k S o n t o d a y 1 i y F�t o u I�Y...___.._.____.._..__....._.__.__..._._...................DA7�.._.__.__..____._____ :�, r � ,��,:,.���..�, �. � PM•. . 1 � � �: � , . . - � , , :,. � . i..: .� � . , � � . i� : n, . .1 . '�ti: y�:'. . - . , . �.P �:., :� , . .. '1 '. F :, r _._.._� _._�. i. . � � Y ____ '__.:._.._._t_�_._"��__�..__ .. . . � .�. :.1�. . _a___. _ ._ "_. . _. . _. __. 1 '4 . �.. I . . ._ . . . . �. ... _.�....._. ....'_ '_ . _ '_"__ .. . . . + . . . . - . r , . �,; . I . ,- .-,-. .. . . ... . . _ . , . . . . . . - H, .• ., ' - . , . �. , . � � �- - ' � � - -��i: i. � . . . , . . . � � � ; �:� • . . , - . . . � , . � . � . ,�s �i� �� . . � . � ' . . . . . �a{ ��. ... . . . : . .. � . , . - . `s~ � � � r � '� . � . , . .i- � . . , : . � . - . .. � � � �. ��� - . •,• FARf 2 - PRODtJCTS 4 4 ' 1 .01 REFERENCES D. Slabs f��rm�d on Grtlde: �fhere slabs are FART 3 - EXECUTION deposited on �arth, care shall be taken to • ;; 2.01 MATERIALS A . Reinforcement: Comply w'ith ACI 301 obtain a smoother, level surface so that slabs 3.O1 INSTAL�AtION � . ' ` Specifi��f;ions for Structural f.oncrete for wiil be uf a un�form thickness. . i3. `� A. Pipe: 4" ABS drain. buildSngs, ACI 315 Detailing Manuai and ACI 318 A. General : Unless otherwise indicated, lay block in 1 . Provide perforated next to fuundaCinn and Bulldin� C.ode Requirements for Re9nforced 3.03 FLATUORK runninc� b�nA. unperforated alsewfiEre. Concrete. 1. Where cutt,ing of units is necessary, make cuts wlth . 2. Size: Four lnches unless other fndicated. A. Screeds: fstabllsh finis place of herizontal a motor-driven masanry saw. PART 2 - i'RODIJCTS surfaces by screeds, altgned and securely set, 2. Jo9nts shall be plumb or lpvel . Tool exposed block B. Pervious 8ackfSil Material : Free drainirtig gravel spaced not aver 8' apart and fnstalled at the joints. Rake or strike flush jolnts in concealsd consisting of minus two lnch aggregate. 2.01 MATER[AlS proper le�el or slc�pe, prior i,o t.t�e deposStir�g block units as indicated. '.Y �"`� of concrete. 3. Adjust masonry dimensions and instail starter units � � C. i'rotective Covering for Pervious Bac.kfill : Mirafi 140N A . Reinforcing f�ars: ASTM A615, Grade b0 exc.ept as as requlred to elim{nate smaTl r.uts and to maintain � or atcepted substitute in accordance w5th Section 01600. othe�wise indicated, sizes AS IndScated. B. Tolerances: Flaor slabs shall he level, wlthin bond. ' , tha maximum tolerance of 1/8" Sn 10' axcept ' � PAFT 3 - EXECUI'ION B. Stirrups a�d ties: ASTM A615, f,rade 40. � where drains �ccur. Slope to the drains as 8. 8uiit-In Members: Sleeves or proper sSze shall be indlcated. provSded by others to permit {;assage of pipes through � � 3.01 INSTALLATION C. k'elded iJire fabric: ASTM A185, sizes as wal 'Is. 8uilt-9n wall sleeves, anchors, plates. lintels , • � indicated. 3.G4 CURING PROTECTION and olher steel members provided by others. Properly A. General: set such built-in members as walls pragress and under ' � ^ D. Anchor 6olts: ASTM A307 A. General : Protect exposed surfaces of conc.rete th� directi��n of par•ty providin,y samN. ` , ` i.-a � 1 . Kepp trenches c3ry during installattiori of drainage from premature drying and frost. Prot�ct V system. PART 3 - FXECUTIGN freshly placed corcrete agaSnst wash by rain and C.. PrecasL Concrete SSlls: 5�t and yro�p level • � ' 2, Use fittings at fntersections and right angle rapid drying. after complet5on of stone wark. AC bult ,}oints, ; � intersection. 3.01 PLACEMf.NT add cr,lor tc� mortar to match sill . � � B. Vert'�cal Surfaces: Clean surfaces of loose . B. 8edding: A . Placing: Plare reinfc,rcement accurately and sand, mort.ar, debris and yrout. Spray 1Sght:ly 3.G2 ACCFSSORIFS INSTALLATION , ` ` � hold firmly in place before and during wlth water and coat wSth a clear or translucent Q V 1 . Place graded bedding prior to laying of depositing of cuncrate. Prov'ide mSnimum curing compound as soon as possible after A . Hurizontal Reinforcement: [r�stall continuously O foundatipn dr�fn plpe or tile. concrete prot,ective c <ivar for reinfurr.em�nt from rernovSng forms. Apply curing < ornpound the same 16" o.c. verCically. Lap 6" . Instail "�" 7.. Rest each settlon firmly upon the bedding, the exte�ior face cf inembers ln accnrdance with day that the forms are removed. addilional p{ece ahove and below �ipenfngs � 1 n � � through entire length. ACI 318. Dowc�ls shal) proSect .i6 di,�meters extending minimum 2' beyond opening. V J 3. Thickness: As indic.ated. unless otherwise shown. 1Jire bent dowels in C. Horirontal Surfaces: As soon as possible aft.er � place befora pouring, finishin�� concrete surface, �apply curing 8. R�inforcing Steel : Install in blocY, as � � � C. Pip� layfng; cumF�ound in accordance ++itih manufacturer's indicated on the Orawiny. • _ ` ' D. 5pliclny: Co not splice at po9nts o!' maximum instruction. \\ 1 . Lay draln lines to uniform gradas nnd stress or spllce adjacent t�ars at 1;he same ' 3.03 POINf AND (;LEANING ' O v alignment, w1t.h tontinuous fall ir� direction point. i.ap continue bars 3G diam�ters where 3.05 SCHEDUIF Qf CQNCRt1E MIXES � � ; of flow w5th mSnirt�um slope uf 1/a" per foot. s liced but not less t.han 12". St:a �r la A . Cut out d�_fecLive � ' 2. Ctean inte�ior of i e or• tile thorou hl p 9�� p � joints and hules in exposed p P 9 Y splices uf horizontal b�rs in cur�crete walis. A. Interiur Floor Slabs on Grade: masonry ;ind rejciir�t with murt;,� . Dry �rusti � ' before being laid. J . Strength: 4,G00 psi masanry surface after mortar has set at end of � 3. l.ay perforated pipe with pet�forations facing 3.02 WEID[D WIRE fABkIC 2. Cernent: Type 1 eac.h day's work and after f'in:�l poinl.ing. Clean � .��. ' down. 3, Aygre9ate: 3/4" maximum si�e (use I/2° exposed �nasonry ar,d prec,�st with sills stiff O ✓ �; 4. Connect to outlet as inAicat;ed, A. Lay irtesh contir�uously with full uiesh plus 2" maximum size for topping) brush ar�d clean water. No acid a1luwEd. �C laps, tie and place nverall piping and condu9t. 4. Entrained Air: 3X maximum � �� D. Batkf911Sng: l. ift to cetiter of slab during pouring. 5. Slump: d" maximum B. Upon �:ompletiori of polnt�ng ancl �le.ar�iny, leave � ; 1 . After pipe Snstallat3on has been accepted, 6. Water f2educing Ayent: Requir�d. Protex, the w��rk area and surroundiny surfaces clean and n place pervious backfill material or� each SECTION 03300 CAST-(N-PLACF CONCREfE Master Builders oi acc,epted substituta. free of mortar spots, drvr�pings and broken �,,,] � side and top af pipe to dimensions masonry, indfcated. F'ART 1 - GENERAL B. Footing� and 4ialls: � • A' 2. Wtien placing cr-�shed rocY. barkfill , {�revent _ 1 . Strengt.h: 3,OG0 psi SE.CTION 04400 SiGNE � displaceroent uf or i�jiiry ta pipe. 1 .01 REfEkFNCES ?. Cement: Type 1 3. Place backfill before ather backfill is 3. Agyreyate: 3/4" n�aximum sixe FAkT 1 - GENLRAL " , � , placed under Section 02200. A . Cr�ncrete 1Jork: Cnmply with AC,I '301 4, Entrained Air : 6X + 1-1/2X . • . :-� q';.,� � . Specifications for St.ru�:tural Cniic.iete for 5, 51ump: d" max5mum l.i)1 iJORK INCi.UDFO • f ' UIVISION 3 - CGNCRFTE ' Buildinys and ACI 318 8uildting Cade Requirements „ `,:��• far Rcinferr.�d Cnncra.te. SE('TIDN 03600 GRUUT A. furnSsh and install : .:;:n,.; Division 1 - General Requlrements applies to work of tfiis 1 . Stone masonry veneer at fireplace in Family � dlvision. 1 ,02 SUfsMITTALS PART 1 -- GENERAI Roum of buf� sandstone. 2. Cut stone hearth at fireplaces. SECTION 03100 CQNCftE1F FG(�MwOFK A. Not netessary. i .Oi W�RK INCLUDED '3. Exterior stone veneer of moss rock, 4. 5teel angle and anchors as needed f'or ledger PART 1 - GENERAL 1 .03 DFLIVfRY, S10RAGE AN� HAN�IiNf, A. furnish and install : and lintels. � 1 . Grout under stPel t�earin� plates. 5. Site pavers and steel edging. _ _ 1.01 FEfERENCES A. liauling 7ima� Oischarge concr�te t;ransinitted in . a mixer within 1-I/?_ hours after the mixiry FAiiT 2 - PRQDllCTS 1 .02 SUBM(TTALS A. Formwork: C,omply with AC1 3�l - 5pecification water has been added ��r- as �pprovNd by cngineF�r. for Struc.turs Cuncrete for Buildings and ACI 347 ?..U1 MATERIALS A. 5ample: Submit samples of cut stone and stone - Recommended Fractice for Cancrete Fornnaark. t .04 ,71�A f.GNDITI0N5 vene�r for approval by Arch{tect. � A . Atc.eptahle i'roducts: ' , PA�T 2 - PRODl1CTS A . Enviror�mental Requireir;ents: 1 . Master Builders Maskerflow 713 B. Sample Panel: Cunstruct 3' x 4' wall panel of 1 . Cold Weather f'lacement: When depositin� 2. U.S. Grnut Corp. fi�e Star Grout stone veneer in location as dfrect�d by ° � 2.OI f"unM1JORK MATFRIALS concrele �fter 1,he first frost or when t��e 3. L !� M Chemicals Crystex Archftect. Approved sampla watl shall be '� ' rnean daily temperatur�s are below 40 degrea. 4. P,urke Non-Metallic Spec standerd for remainder of work. . A. Exposed Cuncrete: BB Plyform. fahrenheit, folluw recummendations of ACI 5. Approved Substituta ° 306. F'AkT 7. - PKOGIJCiS B. Nan-expos�d Concrete: Plywood, steel or dressed � PART 3 -- EXECUTIUN `. lumher. B. ProtecL'�vn: Protect +�ewiy finish�d slabs frr,m 2.01 SiONE rain damaye. ' 3.01 1NSTAl_LATIUN A. Stona Yeneer: 2.02 FORMIJORK ACCf_SSORIES � PAR1 2 - F�iODIICTS A. Cumpletely f111 with grout under steel bearing ] . Exterior: Moss rock with flush yrout jolnt. � A. Form Ties: Adjustable in length to permit . plates and as indicated. 2. Interinr-: Colorado buff sandstone laid flat � � tightenlny of forms and of such type to leave no 2.01 GONCRETE MATERIALS or parallc�l to wall , � metal closer than 1" of the surface not holes or DIVISION 4 - hiASGNRY � _ � depressions la�ger than 7/8" in diamete� . A. General : ASTM C94 ready-mixed concrete. On-job °�� B. Stona (APS) - Mantel and Hearth: 1 1/2" mixed concrete not allowed. - - Division 1 - Generat Requirements applies to work of this thickness Coiorado sandstone. Color: As : '� ' B. Clamps, Bratkets, Braces, washc�rs� Wedges, dlvision. selatted hy Architpct. Water, Etc. : Contraci.or's option. 8. Cement: A5TM C150, Type 1 . SECTION 04200 UNIi MASQNRY C. Interlockin9 Pavers: P5I Clalite. Pattern as ' � C. Shoring System: Contractor's optfon. C. Aggr-egate: ASiM C33. FART 1 - GENERAL shown on drawings. 2.03 MISCELlANEOUS MATERIALS D. Air Fritr�lning Agent: ASTM C260. D, Steel Lintel : See Section 05500 FaragraWh 2.01 . 1 .01 WO�iK 1NCL.UGED A. form Oil : Non-sta�ning, Contractor's uptiora. k. Admixkure: ASTM C494 2 ,G2 Mt�RTAk ANO At:CE55(IRIES ' A. Furnish ar�d install ; 8. ExpansSon ,laint Fi11Fr: ASTM D1751, Bituminous [.02 MISCELI_AN[OUS 1�1ATERIAL� 1 . Black and stone setting mortar and 9ro�t. A. Mortar: 5ection 04100 Mortar � flber type. 2. Cancrete masonry units. � A. Curin� Compound - Vertical Surfa�es ; ASiM C309. 3. F'lacement and provision of anchor bolts. B. �Jall TS�s and A�cessories: Section 04150 C. Waterstops: G�eenstreak F'VC type q723 or Masonry Accessories. approved substitution. B. Cur9r:y Compound - Horizantal Surfaces : 1 .Q2 FREPARATIGN � FART 3 - EXECUT[GN S��nneborn Kure-N-Seal , L E M Oress and 5ea1 , pART 3 EXECU710N � Durke �pnr-ton-Cute or appraved substitute, A, fieview site plan and tnc.lude all equlpment riecessary tu stock materials to various work 3.01 PREPARkiION �Copyright , 3.01 E�ECTION 2.03 MIX DESIGN areas. � Arnold/Gwathmey/Pratt A. Nalls and FootSn s: The use of earth as a form � A. Cleaning: Remove dirt, ice, lo�se rust and Architects,P.C. ? 9 A . Dasign: Prc,portlon in9 rediente for mixas in FART 2 -- PFGDIJC.T� scale from walls, ties prior to installalion. - AIIRightsReserved not allowed. lap forming with dressed lumber or accordr.,nce with AC1 301 , Sar.tinn 3.8.2, Met.hod 1 plywood not allow�d. P�ovide layout from or 2., or Section 3.8.3 1.01 MASGNRY UtJIiS B. Cooperation: Check, relationship c,f' masonry to Thisdocument,andtheideas � designated baselinp and benchmark, and verify work under �ectiuns, cooperate with others and • anddesignsincorporated that footings are exc.evated t� proper depth. B. Air Fntra�inmc?nt: All cor�crsle worl, lhat will t,e A . Lightweight Block: ASTM C90, Grade N, sizes as proceed as desirable for eneral ru ress and herein,asaninstrumentof Forins shall conform to shape, 11ne and exposed to frost action in its final form shall required, minim�m net cumpressive strenyth 1350 best interest of ro ect.9 � � professionaiservice,isthe dimenslons of the members indlcated and shall be contain an a5r entrainin� a� ent. Olher con�rete psq , �' j propertyofArnold/Gwathmey/ � • substantiat and sufficientl ti ht tu revc-nt '� '� PrattArchitects,P.C.andis y 9 p work may also f�ave an a1r entra+nin�� agent �t C. Review site plan and '+ncluc7a all equipment nottqbeused,inwholeorin leakage or nwt-tar. Properly brace or tid to the c� tion of 1.hie Contractor. 2.0� ACi:ESSORIES art, withoutthewritten P necessary to stock materiais to various work P maintain position, shape and lateral stabil5ty areas. authorizationoiRobertL. arid provide sufficient strength to carry C. Admixtures; No admixtures w� ll bs allowed " A . Noriruntal Reinforc.ement: Uur- O-ual, AA Uire or ' Amold,Edward M.Gwathmey , conskruction oparatlons and material dead loads except as specified or appruvt��1 by fn�lneer, app�ove substitute, welded truss design, full 3.02 IN5IALLATION GF STONE YENEER Jr.orHenry Pratt. without deflection or vibration. Where finished Calcium <:hloride shall n�t be add�d to concrete. Nidth of walls. Use prefa�ricated corners and r.oncrete to remain exposed, space joints tees. A . General : Wall i,exture shall match the approved ' regularly and hold a minimum both hortzontally D. Str�ngt.hs: 3,Q00 psi unless ��therwise fndicated sample pan�l. Joints shall be full bedde�i and " and vertically VerSfy placement of wall anJ or s�heduled, 4,000 psi fvr all slabs , 8. Stone Veneer Ties: 22 gauge galv�nized back grouted in installation. footing steps prlor to placement of concrete. corrugated ties. ?_.O4 MIXING f3. Wires: Cut off any wires beneath the surfaca � ' Date 6. Constructioi� ,Jolnts: Use const�uctSon joints at C. Keinf'nrr.ing 5ter�l : ASTM A615, Grade 4Q. ttiat are used for typiny t�e stune in place a� A(,�l `�d t�mparary stopping of concreta placcrment, Leave A . Cumply with AC1 304. duriny murtariny. Exercise �ara t1-�at such ends joints rough and provide long9tudinal or 2.03 h10RTAR MAiERIAIS are properly covered tu pr�vent occurrence �� Revised� vertical keys at least i -1/2" deep. Install PART 3 - EXECIJTIGN rust. ' � continunus waterstop in walls where axteriur A. Portland Cement: A�T1�1 C150 gradh is abova interi�r floor 1Sne. 3.01 PREPARATIDN C. Built-In tt�ms: B. Hydrate.d Lime: ASTM C20T 1 . Coonerate to build--in ite sA-u#��dtl�,�3 -:;;���-� `.'`.�_;-��°�°u"`'��-°'��"'�''�� ---"" C. Anchors, tnserts, Blockouts and Built-In items: A . Du not begin concrate wcik until aperatior�s are masonry as work progresse •. Secure]y fasten anthor bolts� Snsert,s, form cuin lete en�u h to altow lar.2ment to be rarried C. A re ate fcr Murtar: ASTM C144 2. Lintels: In,:tall t'or o e in ' A' ° P 9 V 99 9 P 9 .M1 ovt 6 - � � � �� blockouts and other 1ten�s built into the on .is a continuous u erdlio�i. CiEan torms of width. Install beds of m rth nd �� ,.-" � ` �' ;:. contrete to furmwark or hold in place with debris and ice Wet (except in freezing weat,her) D. Uater: Clean and free from deleterious an�ounts nec:essar-y pointing. ,�� ��� �(� � , templates. Insertion into concrete after ar�d caat forms as specified in Se�:t,ion (1310��, af acids, alkalies or organic matFrfals. pouring is alluwed. For• vertical footing dowels If w�ter ac�uinulates in ihe forms, pump it out G. Starting arid 5topping: Where fresh masunry and anchor boits, before concrete is depnsited. Clearly mark E. Anlifreeze Comp�unds: Not permitted. 5o{rit.s masonry lhat Ss partiaily r ��� l� t J� i w, f5nish top surfaca of vErtical me+�ibers of t.he clean the exposed surfaces of the �t n�s i, � Q � �/"'1 ( � 3.02 FOR1�1 COATING form walls. F . OlhPr Admtixtures: Unly with permission uf and wet lightly to ubtain bes poss ble bond Architect, wfi;h new work. itemove loose aso+�ry and mortar. A. Coat the surface af formwurk prior ko each 3.07 PI_ACE1�1�'NT - � pc,ur. Apply coat9ng prior• to t.he place of the 2.04 MIXES E. Accassories: Install wall ti s and otl�er r�inforcement. A. Pl�c�.nier,t: Cumply with ACI 304. Provi�ie accessories in accordance wSt .� ct5on oai5o. DA7E..._........_.:..:_, �,i` . ��_.._,...._. -----•--•---....r._....._......._, pumpiny equipment as r�ecessary tu fac5li�mte A. Block Settir•�y Mo�tar: Typa S c�ntaining Portland Locate ties 16" o.c. vertital y un each�irali 3.03 REMOVAL timely placemer�t. cement, nydrated lime and agyregate. tl•ie use of stud, A<r.elerators or anlifreezes not permitteA. ' �°`° �`" '� - - - A. Remove furms in 5uch a manner as ta lnsure the f3. Cumpaction: f.oa,pact c.oncrete. duriny and 3.03 INSTALLATION OF INIE.RLOCKING PAVERS . � cnmplet.e safeCy of 1.he strutture. Furms 1n 1mn�edialety after depositing e�ery 2' of hc�iyht 8. Slone Markar: Only non-staSning martar shall bH us�d � general may be removed from vertiical surfares of pour by means of ine�hanical vlk�rat�rs and for stone wo�k. Mortar shall consist of nor�-sta�ni�ig A. General: Refer to doc.uments for exact layout. , after 2� hours from t`me of placiny and frum rodding. f'resence of hc�neycumb will Ga Purtland cement and agyregate. �rnportlons of mortar r ` horizontal surf'aces 72 hours from lime of suff9cient. c3use for rajectian of concreta. mix shall be approved by thP Arr.hitect befare beginntny 8. Grading: f2eview site specific gradfng plans and � ^ , placing, unless otherwise s��eclfied under Cold wurk. A llmited proportians oi' mason�y c4ment rn,iy be establish grades as directed. � Wealher in Section Q2?00. C.. F(nishing: Wher� tops �f poured walls form a � used u�on approval of A�chitect. The usa of ' '+`; finished surface, immediat;ely firifsh in the atr,eteretors or antif'reeze in mortars is prr,hlbited. C. Where forty-five degree angles occur on layout, SECTIQN 0"s200 CONCRETE REINFORCEMf.NT , form. Any such wails or si,rfaces not finist��ed , cut pavers exactly on half dSagonal as detailed. ' tu a level may bo order��d removed and replhced. C. Grout: 300 psi. ��� ' PART l - GENfRAL -- SEE STRUCiURAI S-1 GENCRAL NOTES. IN U. EJges shall be laid out on even courses. " `'� CASE OF CGNFLICT IJiTN 1NIS PROJECT ' '"��=r �� SFECIFICAIION, STRUCTURAL. TO PREVAIL., ; �� �R" Sheet Number .7 . :� .R'� . i ° � S � i. � � � . � ;-f c � ;Ar P � � , � � � � 2 r ,I� ,. . � . i- ' . . _ �.1'= . . � ` . .., �. i : .. . . . - . . . . . . . � �^y-,. . i " �'-. S . � . � . ���W . . , , � . . . . , � ��. �'>. . ...__ � .,... ._ ._ . _ t _w�n t;. _ ... •:a�,�. �.. ' ...- , ._ ¢�"x���! . ':�i a.�r�;, �.y,�s; �.> x ;'K.� 1tS a . . , ,. . . . 'I �' _ ! , - . . .. _ . �}�.L � � `? '-a:.; �. „rQx . . . � - � s;v:.:� • • '�_r� � � � �;,, , : � _ �y _ ; i . � �.,�� s.. . . . . - --`,�. , ;,' . . ��. _ _ "�y: . ��� � � � � 3.03 P6INT AIrO CLEANING 2.0� FRAMIN� i.UMi3'tR ` 2.01 HARU1rAfiE PARi 's - C��CllTION • �a �� A. Pointin Cut out defective oints and holes in � � •;� ���*` ��$z�4����'�� �`' � 9� J A. �tuds, Jois'ts and Neai,ers: As ir,�7icai�d un A. Mal:erials: 3.ui APPLICAiION � ' �` 4 �'tv;"�� .�°,..�N '�:,k'' �. exposed masonry and repoint with mortar. Ory Structura; urewin � . � � `.i ' '�^+�`��"K.e`� '� 9- 1. �Ceel: A�1M A3b : �"� A y� *M brush masonry surface after �r�ortar has set at 2. tloits: A�iM A307 A , �riming: Prime surfaces if recommended. - � ' �" �.-,� > ��}{�+��"`�";`�k�"�"*i"� end of each day's worK and after fSnai poinLing. u. Dior.king and Furring: �7ouyias Fir or Hem-•Fir ;S. Lag Screws: ASTM A307 �} `x -� � - F;.�`'�-.� � "�"�'""�,� `~ 5'tandard Gracia ur Belter. i3. Joints and Breaks: Appiy a 6" wide x continuous ;'� r ' �c �` �� �'� ° B. Cieaning: Upon c�mpletion of pointing and ' • , � f • ",� , s'a.��.";� �3 cieanin ieave the work area and surrpundin 8. Finisn: Steei prime coat. strip of waterproufing membrane beneatfi all `� �*� y� `,� �'� x"�-. 9 9 C. Plates: Civuy+as Fir �tanoard �raae or beCCer, joints and at hurizontai t�� verticai LransiCions t-`�.��Y'� �' `, surfaces clean and free of mortar spots, 5iil piates shail 'ue pressure tre�ted fouylas 2.03 FABRiCATIOti and at al1 car•ners and anyles befvre app]yiny � _ .t w �R�"",�'�`�.��`�z�"'��� Jroppings� and droken masonry. Ciean exposed Fir or �edwuod. membrane. �; ' '` `'} ° �`�'��� � ' stone with sliff bristle tirush and water. A . Fabricate in accurciar�ca with AITC Standards. � 3 �F� �! �w ��4,-�`�� Commercial cieaners anu diiut�d acids shaii nu� 7.03 Mi�KO -LAM ti�AMS - � � � �" �.4�r� �,. • C. �erminatlnns and Fenetratic�ns: Apply a 6' wide r �, , , �,,�?� . U� USe1�' ('AI�T 3 - EXLCUTIGN x continuuus strip of inemUranP witii mastic � ,P F �,� k cr � �' 3 � . A . Beams: iruss Joist ur a p{�� oveu sub,titute s e a i a n t a s re cu m m e n oe d b t n e m a nu fa c t�re r a t " '' '+� ' �"'��� ��` DiViSiGN 5 - METALS l a m i n a t e d o f R o u i a s r i r, Y a ` � �,�s �'��"` , 9' 3.U 1 P k�P A i 2 A 7 i t 7 N t h e p e r i m e t e r u r a l i l a r m i n a t i n n s a n d � � � � �,.k; '' � , f� �a . Y a? ��` .� �'�� • � penetratiun� and as indicated on the Drawings. �„� �. - - iien�ral Requlrements: General Conditiuns, 5upplementary 2.Od Sr#iATNiIvG A . Ins �4t reviu u s w o r� an d f i e l d m e a s u r e a s � � � ?!�*� � �'�'� x � C o n d i t i o n s a n d O i v i s i o n G e n e r a i l i e q u i re me n t s ap p ly to wor i: N N .i - °t � i- -�""'°�d r�quired. D. Membrane: Apply memorane system as recummen��d � ' r+� +� � of this Uivision. A. F ioor Sheathing: s/4" T � G Plyw��od, expusure by roanufacturer. :+ ` , , � " ��`� '� "� (interior with exterior 7ua} . � ' =x �"�` � �' ��"�`��`� �tCi IOiv 05120 STRiiCTURAL STEEI 9 's.02 ERi.CT1GN nN�7 Itv57ALLATiuti ' �, , .��,� �,<� StCtION 0%150 �AMPPi�QOFINi; ' �, � '` b. hlall SheaCFiin 1�1° �.OUlSldfld-'�dClf ll: � ' , � w� ���' �' -���` �-. '�-�.��h+s���� 9� A. Fit members to ether accuratel without � ,�+� �,� , PART 1 - GEtiERnL • � Y � =���t� Haierboar�3. mudificetiort. Accurateiy assemble lo iines and PArii i - �rN�i�AI R " ��-"!►� *� � I .O1 OUALI7Y ASSUhANCE eievations indicated �n Stiop drawings. ,� y� � �;"� ;� ,�'�� C. Koof Sheathiny: i .ui i_OCAiIQN OF IvOi�K �a ' a�` ,,� "'�� i. Thi�kness 5/6" waft��buard. 5ECli0tv Ob2UG rINi5H C.ARFEIrTRI' ' ', ' -' �a�,�.; � A� A. lrelders: AWS quaiified. 2. Ex osure Curabilit : Ex osure i iinterior � ` �� " }� � ��'"x 9�°J� N Y P A. OutsidN aii tuncrete or black fuundation walls. � .� � Nith exteriur giue). PAfiT 1 - �ENcRAL "txtend dam roufin to r'," above f'in1sn rade. � ` s r °� 1.02 REhLREitiCES p�' y � � - � � � .��4 a �. � � u. Flour She��i�iny Glue: APA recumm�!nded. i .Gl REFi:RtNi.ES I .02 PR03Ei.T CONDifTOhi5 �": "+�"'"; ` '�Rp '� A . .itructurai 5teel Work: Comply ►+ith niSC "'� � �� t� S ecification for tihe Desi n Fabricatiur� and �� P 9 2.05 Mt.7AL FkAMi�vG AIrCHOnS A. Cqm 1 with r,usiom rade re uirements uf A . Environnaental Ra uSrements: Go not a ,l if air � � _ � �'� � u"�� Erection ai 5tructural Si,eei for 8uiidings. "A rP h�t e t t u r a l i v o u i l w o r i: �u a l i t y S t a n a a r d s a n d - t e m p e r a t u r e o r s u r f a c e t e m p e r a t u r-e i s�b a l o w d 0 � � �� � ��"�� � A. Acceptabie Manuracturers: �ui0e Specifications", 1y85 edition, as oegreas rahrenheit. � j ' ' .�`�,� tiY` ' ���� �;, B. Weidiny: Comply wiCh Alv'S �truccural Weiding 1. Sim son Cum an ' � �t"�. code - Steel DI .1 . u � y publish�o by the Architecturai ►vuvdworK � ��,�� ,� �, ,f� '[. Tero ;nstit;ui,e iANt } . PAtii 2 -� Pnu(iUCTS � r ``'�" 1.03 SUl3MITTALS 3. Her ien Metal t'ruducts " "" � ts, 4. �ilver MeLal Products PARi 2 - PKOOUCiS 2.Oi MATLRIAL� �� t s "� � ,1� ',,�� ��'rv4 5. I:C metals �, n y,.. „ � A. Shop �rawings: Submit in accordance witn b. A roved su+�si.iiute � • , � �, ��� �, Sectian Oi300. pp 2.01 iNTEKivii MATERIALS , A. Priitter: F� intl,ote 7iQ-Oi or e�uat . .� � ' '• f F �„ � � in: 8. Types and Sixes: As indicaLkd and reyuirea. A. Ceualitiy �rade: A4iJ Custom B. ASphalG rmuis{un: r19ntKote 700--0"s or eyual . ,� � � #� r,�?� I.d4 DEt.IVEt�Y, STORAGE, ANG FiANDIiNG +I u.*�°sx ,� C. Accessories: Pr�vide nails and bolts as > � � �� t � '"'��' 8. Interior Trim: FAnT s - CXr'..i;UTiON s �,��, n �,� A. Materials tio be insLalled �y Others: Deiiver recommenaeif by manuf�aciurdr. i. Pine Co be painted. � - �" ,�.�'^'`�`� anchorage devic�s which are emUuAdeu in :S.Gi �=RtiAiiATiGN � � ;� '?'"'' �.� �n-� cast-i�-piate c.oncrete ur masonry construcLiun 2.Of; HEAUY 1 iMneR .- �� «� �v � ��.�,� to the pruject site in time to be instailaG i.. lvnuo Door and 'window Frames: Ponderos� pine, C ; �'� :; :,� s.�� uefure 4he start oi casti-in- lace concrete or setecc or better . P1ant assembieci Nith curners A. +:lean surfaces t.o be dampproof�d. Fiii vuids `� , �' ,�,�=a �,y��'� �,.$�` P A , i imbers: As in�iicai:ed on Structural arawinys. decioed and g1u�U. r ingar jointing nat and honeycomt� in conr,rete wal is with grc�ut. j " r �'- s,�` ��` masonry work. Provide setting drawings, ���, lemplates, and directians for installation of acceptable. 6rush down surfaces to r�move lo�se sc-aie, fins, � � ;n� „�o+�;"�`„ ��, 8. Nardware: dust, et�. .�'V µ �.��'�'� anchor boiis and other devices. 1 . Steei : ASTM A36. � r �j ' '�"�`'� 0. ►+ooc1 �tairs: �cringers shal i be �elect � � � �� '�Y'�.r- 2. Boits: ASTM A3C7. structural kiln-dried Uou ias �1r. Construct 's.G?_ APPLIi.ATIuN i ' �` ` ' ��� �,� FAK7 1 - PRODUCTS `� , 2 ' �� �''` 3. lay ScreNS: ASTM A307. treads o9` 2 layers 3/4" CDX piyNOO� and ]/Z" C�X � ; ,.;" �+ °;w �,a�� � ,�'�*��: n. Finisn: Red primer for fieid paini. i wood risers. 3nsta1l 1/2° F y p ' '" " '�' � i�" '�` 1�'� 2.0] MA7ERIALS D Y piywood over stair A. Primer: Brush ur s �ra rimer onto surtace at �., r � „,� r,�,�,�,. � strinyei s giued and naiied to stririger with API rate uP i/2 io 1 gaI iun per 100 square feet ,� �nr �`a r#� � ""�'�;� �qi' A. 5tee1 5hapes, Dars and Piates: ASTM As"b PART 3 - EXECU7IOIV a{�proved adhesive. Praviue yiue blocks as depending on surface purosity. '� i ,� �'' � �x;; ��,k{� `����. requir�e�t. Naii and glue jo9nts not su�.�part�sd by � " � �' `; , � , �,r"'`{� 3.01 GfNti2Al.. anyles. 6. Asphait Emulsion: 8rush or spray twu coats of � � � '`"'l ''�� . B. Seamless S�eel PiNe: ASTM A5G1 a`�; j �'°` � ��A �� ,� ; i� aaiuisiun over primeu surfate at rate of 3 q A. Cuuperate with oti�ar trodes. Pr�vide woud E. UnderlaymenL at ali tile fioors 112" A .C. gailons p�r iuC sGuare ieet. � y �� , ` `� �,����'�.���*'"�'���• C. Standard Bolts an� Nuls: ASTM A307 grc>unds, blucKiny, backing and f'raming required plywood. '�' ' �� - � for other trades. Cut and patch r�ugh carpentry SLi.i;OiJ G7210 Bu1�CiFiG INSULi+iiON i " �«� � i' f� ��;�,�,.�`���" as requ5re�i. 2.G2 EX1ERiufi MATtitTALS PAKi 2 - F'iiGut;�iS � . . ``'�„�„�����w�.�`'� • 0. Paint: Red Oxide �x PART 3 - EXECUTION 3.07 TN51'Ai_LATiOtr " ��ry�; � " A . 4ioud �acia and 1"rim. �.`+ .K. common raugh saNn 1 y -� � A a � �.{� �� - 3.O1 tRECT10�i western reo �edar as indicated. No i.nuts 2.G1 MATrkIAi.5 � � ��kr�m�;�; �� d, General : Instali framing sheathing and metal allowed in bul:Cuni edges. ,� ,��. '� � ^" � � �'"�r 9 A. Perime�er �oundation Insuiation: 1-1/2 ' thick x } �`���'� ��.�' � �` framin anchors in accurdance with the Uniform ' � _ A. �enerai: Erect structural steel in accorda�ice tluilding Code. B, Sidin i x b la cla l�oard STk (Select ii ht 'l4'� wide. Dow St roform SM or USG tormular , � with AiSC Specification. 9' �' p g y � �; Knots) cedar. cxtruded Puiystrene Insuia�.iori.. Nu suustitutes. _ '��s,, -- B. Framiny: ' ^� , B. Temporary Bracing: Provide temporary brating as 1. Perform framing in substantial manner C. Piywood SoFf9t; 3/8" extrrior grad� cec;ar 6. Bianket insuiatiure• FS Nii-1-521�', Type i , �': necassary for dead load, win�; and erection consistent with acce teo st�naards of the � ° 1; sl'resses. � piYwooci. unlaced tibdr yldss r,atts u� uian�ets . Proviae k_ carpentry 1:rade. Crect framing plumb, leve�l thermal resisi.ances as indic�ted and as f`oliuNS: ! �` �'`� and tru�, and rigiuly anchor in place. C. RedNUOd Deck: 545 CanstrucCion Comman Kedauod. i . Wails: R-I9 � -¢ k'� �*';� C. Bearing flaC.es: Aliyn indlvidual bearing plates 2. Locat� ali interior studs 16" o.c . and eli � � ; for beams and similar structural members with 2. iioof: R-"su aa,�, exter9o+' sCuds 1�" u.c. unless inoicated 2.tis CL(1SE7 ShtLF APvD HOD 3. Nails aruund Bath ioilets, �iasher/Oryer � � �'�;.- steei ►+edges or shims. otherwise. Pruvide Jouble st+�ds bolh sides Ciasets, and in Piumoing w'alis: ft-I1 each ���� � of openings and at end of waiis. A. PaSnted particle board shelf with wood rod, ooth side. � �` =� ''�.; D. Erectiun 7uleranc.es: Erect individual pieces so 3. Locate roof joists as indicated. Provide suppar�ed �y metai wall Grackets located 4'0" - ��; i that the deviation from piumb, level and continuous 'rroaders ur sul9d blockiny ias max. o.c. C. Yapor Eiarrier; .�� alignment shall noti exteed 1 to 500. tndicated) at jaint bearinys. "r'rovide i. 1.aiis ana ftoof: 4 mii polyethylene batwaen [ ����•"`�..� `� , bridyiny as in�sicated. PnKi 3 - EXECliTJJN dryNall and insulaCion, na vap�r Uarr�ier at �` '� F�> t. Base Plate Grouting: See Section 03ti0C. 4. Repiaca war�ed iumber in waiis ar�6 joiais tiiled Halls. ✓ ' �''�`� SECTION 05500 Mt,TAI rAf3RICAT1uNS c prior to �nstiailation oi Pii�ish s�rface. �,OI iltiitki0(i INSTALLATIGN 2. �se FSk foii et uni'in9sh�ad basemer�Zs. h +'•' i �. Anchor plakes aE uearings as in�icated. , � �� uniess utnerwise inu9cated, bolt: piates �4. 4�ai 'iiy urade: AWI Custom. ScCTIDN 072i2 L"EUAn SHAKE i140riN�� "' �� PART 1 - GtNERAL Firmly tu concrete wsth 5/8" x i0" anchor ' , ,,,`* baits, n'-�1" o.c. 8° �ach pirectiun from H. interior rinish�: YAnl- 2 - Pr�OD'u�T5 1 .01. LOCATIOh OF IiORK curriers. i . �,'herever g - pcssibie, each ien th of finish �- shall oe in sin le �ece. Miter oints aC 2.Oi tiAic"rt1AiS � " A. Exterior ueck Railings. C. 5iieatni�i Install shrathin aneis with face 9 � � f � ''` } 9� 9 P corners. i . 3uA fe i i:. t �' grain across supports. Giue ali 1 & � fluor 2. i�szal+ interior fir�ish �evei , piumb and 2. #1 Hedium shakes - 24" � ' n � �". 1.G2 QUAIiTY aSSURANC� sheatning at ali joints and suppor'ts. Insprct true and riyhtly secure tu bracing with 3. Hip an� ridye pieces. "�� fur- squeaks. nails, screws, giue, etc. Biind nail 4. Apprupriate sta� ter shakes. ' `�, .y` A. 4�elders: AWS certified. Nnerever possible. kher-e surfa�e nailing is M' i.C3 REFEREtrC'tS D. Metal 'rraming An�hors: Sec:ure iy i astdn in place necessar PAfii ; -- �XECGTIOiv , , � t :"� in atcordance with manufacturer ' s Y, use finish nails carefully set punch or use pneumatic fasteniny recommendations. , wi 'L'h naii f ;.; A. Ftetal fabricaiion uork: p�ranodic aluminum device. 3.Cii iN�1pLLAiiON han�rail assemoly. Color - bronze. SECTION Obit31 �iUE-t_AMINA7ED SIRUCTURAi iJNiTS 3. Excepi. ahere molded, mili trlm witih �'" ,: perfectiy sQuare edges. Aff,er erec"tion, A . Lac.iny W' tu" expusure. ° sit htiy round exposed edges uy sanding. p��t A�'� '�„ f3. 'txpused Metei Fab�-ication ivork: ComNiy aith PAFT i - 6ENE�AL `� •' A�th�Y��� "� 4: 4, rin�sh snail be hand smuoChed, read fur 6. Comply with Uiii; TaUla 32-B-2. S�ctSun 10 Architecturally Lxposed SCructurai y • Arch�teCts.P.C. ,�;� i .Ci QiJALIiY ASSUkANCt paintar anci free from machine or tooi marks � � � 5tee1 of AISC Cueie of Standard Prectice. � R�+Ve� ��r any roughness. C. Referance: One ypar warranty cumn�encing uate of �; . . . . � C. 4i e 1 c3 i n C om 1 w i t h A�v 5 S t r u c t u r a 1 41 e 1 d i n ��C. ` This documertt,and the:ide�s," 9� P Y 9 A. Mariufacturer: Nember of American Institute of C. 4ion d Door and N i n d ow Fr am e s: I n s t a l l f r a m e s �d d e s�G�u t O�P a a t e d� '° C o d e - S t e e l G 1 .1. Timt�er l.unstrutl'ion (AITCi ana f��es ears Y square and plumb 1n tne opening, wedge, and riai} SECT[GN 07600 'rLASHIN� ANO SNtET METAI. ',���,����{� 4fl 1.04 SU3MITTALS exp�rience in fabricativn glue-iaminat:ed with finish nails. �p �a����'�'�' PAKT 1 - GENERAL . P'ra�yr�fi�,RC:at�d�is s L r u c:t u r a 1 u n i t s. nOt t0 be uSAd,i�•Wh01e, n�G.P Y, A . Sho GraMin s: Submit in accurdance with D. Underlayment at a17 tile {loors - giue and nail P 4 8. Quality Mark: Members shail bE markeG with AITC Hith ncJ ringshani.. A .Oi RE��ERENCES p�,yy���e�n .::�� t , ,�•.-...., . Section t�1300. yuality mar�, indicating cont'ormanc� of ANSI ����R��..� �� 150.1 . 3.u't �XIEkiOfi FINiSH A. Rafsrence S'tandaru: Com 1 with recommendation AmOid,Fdward M *y " D3VISI�Iiv 6 - 4i000 ANO FLASTiC5 of ShfACNA Architectural Sfiaei: Metel N+anual , Jr.pr�i�;le�aryiarat� �� '' '` �,. i .Q2 REFERENC'tS ` . - •� ' A. Tnstail usin non-corrosive na41s. 1atesY edition. . + �� �^�' Oivisiun I - �enerai Requirema�nts appiies tu work of this � � dlvision. A. Oesign dnd Manut'acturiny: Aiii: i17-b2 Oesiyn ? DIVISION 7 - iNtkMAL AND F1015TURE PftuiCCTION NAKT 2 - Pr�00UfTS :,:� SECTIGN 4b140 ROUGH CdRPENTRY enu Manufacturing, Standaru SpeciiicaP.ions for Structurai �lue-Laminatetl iimoer of Softwoud p�visiun 't - General nequiremcants applSes Ca work or this 2.u1 MATERIAiS '� �;: �� `, � � �' Species. d5v't5i0ft. � r'� . �• PART 1 - GENERAL � ,D1t�' �; § �, A. �aivanized Iron: A�iM A52b comm�rcial yuaiity � '� , i .G3 .,uiiMI1�TAL5 �EC7i0N 07115 SELF-ADNE5IV[ MEMi3RANE I.ATERPRuOFiNG sheet ste�l with A529, G5U commercial hot dip 'I .:. ��. ��,_ .'r� � r i .O1 REFERENLES . � � ,: � ,�,�� yaivariit �ng, pnosphatizeci for paintiny. 6ags as ;; ,�� ��� .�z� A. Shop Grawings: 5ubmit in accordance w�th PAR7 i - liENERAL indicateu an6 specified, 'L6 gage reinimum. � REiVISEu. �` • A. Wood Framing: Comply Hith requirements uf Sectiun O1300. � = " Uniform Building Code and "National Design , , � � � : I.�i NORK 1hi.LUOE� B. i,lips or i, leats: Same as materiol being S pecificai:ions for Wood Construction", i982 1 .0 4 Gt i.I V E R Y, S T G R Ai,t A i r D H A N D L I h G installeu. „' , ` ' edStion, as publisheti by Nationai Furest A. rurnSsii and install mem�ra�e waterproofiny at � � . ` " Products Asso[iation. A. Mam�ers Protection: Pruvida pi�oCe�tidn for the foilowiny ior.ations: C. Nails and 'rasteners: Galvanized or cement ; ' , Y3 x '' mem bers dur 5ny zransi t. Members s ha l i be bund le 1 . r3efore installaCiun of Nou6 sha�.es and cuaced. � ' ' 8. Lurxber: Comply with Standard Grading Ruies for wreppdd. si�inyl�s, exten� 6 reet up from roaf edge ��f"�� -� m� � �� ��`���� """�"'"" � ` Y Wes'Ler•n Lumber ubl5shed b Western Uood �'""�""""�°"°""°""'��`��"'�;� _ Aroducts Association. Ea�h p�ec� of lumber @. Use non-marr9n slin s fur handlin �s, i:ee • � ti� ' ��' � ' � anc� 4 feet on eacPi side af ail vail�ys and u. 5old6r: 1/Z 1ead, 1/2 tin. � • �, ��; ti 9 9• y P ricS ks. Extsnd '1 '-b" u verLi�el wails and ` � ;°•'� �� '� �- ` ^ � • ��� shail be yrade stampec1. wrappinys intaci until insta+tatiun. � , � u . ^ . � � � �� F� . t. �' � r .� l '-o' onto rout' at intiersectiun of ro�fs and t. �ea �an1;: Polyurethane. Raofer�mas,��� n �' .e;",, ,� i .,. . ;, n. r wa i 1s. aec�ptabl�. ��"'� �y �� �� � r � . ! C. Plywood: Comply with U.S. Praduct Standard PS PART 1 - i'ftOuilC.l'� � � � � � � 1-74 for Soft►+ood Piywood/i.unstructipn antl - i .0"t SUt�MI�fiALS PART "s - txECUTICN � , c• . I�dustrial. Each pan�el shali be identified with 2.Oi ME�1EiE+�5 � ' �" Lhe grac;e trademark of the American Piywood � i � "5 �`'' Association (dPA). A. Frutiu�l. Gaf:�: �ut,mit cup9es of inenufacLurer' s 3.01 ►JuRKMANSHiP � ��� � � �� � � . N. Species anti �rade: iiterature for a11 products furnished. S�ction � ! K'� `�� i . Sp�cies; Douyias Fir G1:i0u. A. Flashin s: Includ5n � '� �'-r� " 0. Oriented 4Jafarbuerd: Co�aply w9th ANSI A208 2. �rade: StrucCUrai Grades as indicated. 9 y� � ' '� x� 1-79. i . Counter, t3ase anu Chimney Fyiashing: 24 - f •,�„ 1.�:l JUU COND 1 T J ONS • c)aye. G': ; w •- �a,, PART 2 - PRObUi,i5 B. Conditions of Service: Wet ConaiCiun. 2. Fdg�a Fiash9ng aC Shinyle Ro�$'�f�,�: _ ?4 c�c�e���.w.��..�pA7'E______...�_�� "� ` � A. cnvironmental Conditians: Duriny cold weather, 3. Base Flashing at junr.tures (�i Siiiny�fie . y � �r, � C. Pr�servaCivr Treatment: Untreated. u�aintain substrate temperature at minimum uf d0 Rc�ofing with Verticai Surfa+�as: 24 ydg�. . . r `" rt � � ��' ��� -. 7_.G1 ROU�H HAi�4i+AR[ � de�rees 'r�anrenhe i t. 4. Val ley Fleshi�g: 24 yagk. ; . ., U. A earanc�: `� ,. u� ,, ��'+' ` A. Provide necessary bolts, screws, nailc, cii s, �p 5. Other lucatiuns as indicated. f i � • r,- p i. i.oncealed Members: lndustrial Grade. PARi ? - PKOGUCT5 � 5 � � `� �,y�'�� �. plates. stiraps, hangers, Qtc. , necessary far the 2. Exppsed hf�ambars: Architectural �ra�e. S'tCiTGN U7y�0 ,i�iNi SeALtRS ,,..,� ...� compistion of ruugh carpentry. Us�a currecl 2.ui 4iA?ERPROO� iN� MEM$RANE ' '`g'� materiai of proper si-t� and strengtn fur tne E. i'rotection: pAKT 1 - GENEKAL '� pu�pose intendea. l:onform to the requiremenis . 1 . End Sealer: Appiy to ends as suon as a. Ac.ceptaule Systems "d or this specifScation. the notes on the Drawings �racticable after tr•imminy, if' exposed. 1 . Prutecto lirap Jiffy Seal Ice anG 4i'ater Guard i .01 SUBMITTALS 'a ,� , .-<, � x� and 8�7�71CdUIe bullding codes. 2, Surfaces: Saai�d with enetrnY,in sealer, '� , , "����s.�'���;5` �' P 9 with all accessory prudUCts. r ' � �. if exposed. 'L. Approved substitute - Bituthe�e. A. Samriies: Submit Pur coior selecl'ion ir� • �''� ��'•�`� ���.�� ,�:. ` �' acroruan�.a with Section U1"sQU. . �� �. . . >:f � t! %,. u 4 7 4• rt � y;�., � :A�• 'Y��i '9 � f :n .r,�. �z`a���'fi�'� "``�;,a�s . �9 � .,: rr, k,�t fr'�,�•,�.t h a�� -t�C w . � : � :+`}. � 'l'r`r�''+ TY�� � , . `i..,�„ 6 �'��t���. . � �:� �"'��'.�� p..., :,���tr r � . .. ' -_ . ,� � � �,"� - a 1 ti �AS MY e�'n u . � �...:' Y ��S'�lkaT+�i,`ar'r y1�'X.m� .._��,.'��`�,: ,., � . , . . + ..�M'.y,, �<t�wa y,✓4 'A � �i�t'��*���";A�r 4 '""�r• '�q41�,'**F - ,�; t :: t� Y . � {'� � � b� L � „�r.��t� �y.: ,. . ' „ - . � . :f� 'SS{�1+ 'n'�i� �' t4 �;.°�h..R�,�FSy,. _ . .n^ ��bh n.�a� .;- � .. � • • ' .. . _ r� .:r* r ,� �,�.. . . .. . .4•ri.p''.'4 t_ . � , . Ni` . . � - . . a � , .. . ....,.... . ,... . . . � , . . ... . . . ,..... k�., . - . ... � . • ''.Mal F;, '�;:' y - ' ��. . � ��,A� �' � .. '`� ,... �� " . � , ' . ? ' .. ' � . `� , � � � � j . 1 � , I • � , � i i ' _� - ` A� ��� - � � •� •�• �;� PART Z - PR�DuCTS SECTiDti OuE�10 WOQD w'iN�UWS 6 Operaoia and reiatecl fixeu windaw 2.OA i'uRiLANO i,�MENT i'LA�TER (5iiiCi.Oi Ml,T�RCAi.S �, � glaziny. racCory pre-glaze�. See ' ' 2.u1 MA7ERIALS � PAKT 1 - fa[i��KAI SNCLion C&610. A. Aii coa'ts of Po�-tlan� cement ��iast�r shall have �1 1 pai-t Porllarid Cemeiit to "s to ;, purts uf sand. � A. Acceptabie ManufacLurers: 1 .Oi SUBMITiALS , C Oour Giaziiiy: t�aci:ory pre-giazed. iiydrated lime may be added for plasti<i'Ly in thc ' - • 1. OnP, Inc. Sae Section Q$"/.iG. amount uf" iuY !iy weiyht or i5� vulume. Shuuld � 2. Parr, Inc. a . Shop Oraaings: Submit, in ac�or•danc.e with anli-hydro oe us�d in lieu of lim�� use 1 yuari: ` `L' "s. Pacora Corp. Section G1300. 2.0[ Gi,AZItvG MRTrKItiLS 4. Sonneborn Buiiding Products adUitava,ur �ortiand cen�ent wiLh no additic,nai ' ' 5. Tremco Manufacluriny Co. PACiT 2 - PRODUCTS A. E.ias�ic �iazing �qmpound: l"omply with Federai � 6. U. R. Grace and Co. SpecifS�aCion iT--P-ittia, Type i ur TT"-6-4i0e. u. t�lix materials iri st�-ict confurmity with j i 7. Mamer.o international 2.01 MANUFACTURED M10QD WiNDONS Glazing cump�u�d shail be painY.aoie variety. manufacturer 's instr�ucLions. Gontrol amount of �? � 8. Dow Corning , ayyreyete used Co E7rovide lh� �xai:t dmounts ? � , 5. General Electric A. Pella, Andersan, Semca or appruvad sui�stii;ul.e. B, �eLting DiocKS, Shims and Glazing Clips: 5ite calleu for, t 10. Appr�ved substitute �nd type as recommended by glass mariufacturer. � � ��,1 ; B. Flnish. prefiriished clad uutside, coior dar�. PAFiT 3 - tkL`CU710N ". � . 8. Types: , brunze. i'rlmed for pa+ntin� inside . NART 3 - [XECUTION y ` : i. Exterlur: Two component Polyurethan�s. �.�1 i.ATi� AhJ tii,CES5UkI[S 1WSTnlLATION " F:. 2. A�uund Sathtubs and snowers: Silicone. C. Neather>trip: Weatherstrlpped. 3.p1 PhEPARAiION 'A 3. tnteriv+�: Latax Acrylic A. LdEhing: Use Corzierite aC intierior corners. � 4. Fuam :Sealant: w.R. Grace Pulycel One or Q. Gla� ing: Factory gl�ted with c]ear dauble A. Fieid Measureinents: iSeid measure up�rninys Attach paper backe�i seli-i`urring si,ucco mesh ta � � ; Insta--Form. iatiny parie7 . Prvviue tempereG giass in befora ofderiny tempered or insulating glass all sneathing. � � l , �, Q �ucations requSred by applfcabie cudes. Gray producfi.s. Be responsiDle for p'ruper fit of ' �� v C. i.uiors: Selected from standards by Architeci., tinting per schedule. Low-� typicai . fseid measureo products. 8. �orner 6eads: instail spec.ifleA corner heaus , . � � �'1 ` tightiy wirNd to ia[h at aii E?X�)OS6tl exteriur � ' 1.�� ; D. Accessories: Pruvide Soint backing and bon�7 E. Accessories: Provide necessary iiarGtiare, B. i'rr,teclian: i,ump(etely cover gldss duriny spray corners, s � T / ; i breaker as recommended by manufacturer. anchors, an❑ related items. painting or otner construction operatlons that "' 1.� ��� ,r • might cause damage t� giass. C. Casiny Beads: lnstaii at ail places where � � i PART 3 - EXECUTiON F, Trim Flashings: Prqvide ali releteu trim and plastered surfat�s iinish �gainst dissimiiar - ^ ' 4:` � � flashings. 3.b2. INSTALLA7i01r surPaces and elsewhere as inuicatea. ' • �-�3 � � 3.oi r►vsTai.LaTI�N _ 6. Screans: Provide Piber9lass mes�� screens for a . Stops: 3.02 APYl1CATi0N Or SiUCCO DASE LGAiS ` -^ � � ' �- A. 6eneral : Apply in accorGance aith all operabia sash. Shi,i screFns separately , 1. tioid giass wSth wood stops as aetallea. �� ' manufacturer's recnmmendations. bundled by tuilding. Stops wiii be furnisheG under other seciian A. General : Cumpiy wilh refKrence standards. �' � af Chese speciFications. ,�+ � � � B. Joint Sealers: Appiy in continuous tead without � H. Cranks: Stiip cranks separal:sly. 'L. i.arefuily remove any stop alreaQy in place fi. Plaster: Appfy tao coats Gamp cure ali coats of � open joints, voids or air pockets, i,onfine to as necessary to permie the glazing. piaster. Cure scratch cuat fur a d� huur period , , ` � joinis, remove extess. leave jaints siiyhtly T. ivinduw suppller Co identify local service 3. Hantile si.ops carefully and pro�erly insLaii parore nrown coat is appiied. i.ure brown coat � ^ �� � recessed. representative. wiitwut damay� tu same. for do hours, ai7uw to dry fur � ady5 i,n�n appiy ' v � i finish cuat. ' � • 3.03 SCHEDULE PART 3 - EXECUTIGN 3. �i�ziny in Clad Yrames: � . ' i. L'enter giass in yiaziny rabuNk ta maintain 3.G's ItrSTAi..LAiiON Or" FiNi�N COAi ; � � � � A. �otaLions: 3.01 INS7Al.lAT10N AND AD.'lUSTMi:NT recommenoeu ciearances at p�rimc�Ler un all + 1 . Joints 8etween Ext�rior poor and Ivinuow t"ouc sides, inside �+na uut. Rest gl�ss A•. Gennral : instail sinish �:aat Sn a�:cnraance with � �� Yrames and �iough �io�d r"raming: Ftill yaps A. General : I+istail windows accarding to panes un seitiny biacks as recammenUec� by manura�:t�,� er 's rer.ommendatio�is. � � � completely ►vith faam sealanC. manufacturer's instructiun and reviewed Shop the ylass manufac�urer. . � 2. Qoor khresholds. DraNings. Adjus$ opera�le sash Co wurA t'reely 2. insLaii shims as recommended fo maintain 6. Finish �oat.: Appiy witii clean stainiess t,roNei � � ? 3. Open joints betwean dissimilar mat.erial;, with all harciware functiun9ny prupe�-ly. c.learance bei.ween stiaps and face ot' glass. in continuous u�eration without caid joinis in � 4. Around bathiubs, showers, and lavator9es. f2e-adjusl: at completion af the job if diractad Set yiass in a f�uli beri ot yiating compound, caior anu texf:ure to mati.h .iccepted sampie. ' ; 5. Al intierface of stone caps and stucca. by the Arcn9tecC, nulG in place with metal glaling ci1Ns or i , f-urm i.0 special shapes and iines as ; i �� 6. Other jain'ts as indicate6 and reyuired. shims, f.hen stop in Nii.h metai stups as indi��t�4. � � 3.ti2 CLrAtitNG spectiiied above, sec in a fuii bed of � ' M1�:�: GiVISiQN z3 - t��QiiS AND W7ND�W5 giazing cumpound. Maintain a minimum face �. ratcning: i)o a21 necesSary cutting, patchiny '. i ' ' A, LFave winduws in a job cl�an conditiun. Final clearance of i/i3" between ylass races and an�.i r�epairiny anu pointin� up of all piastering • � � i� `��D1vTsion I - General Requirements applies tu wor�: uf this r.lpaniny ui ylass will Ge dune wider Ser.tiun mdtai st,ops as �a11�U fur L'y F�NA Standards. arter uLher work is in plate. Pat{_h witit full � ' ' tlivision. OI7Q0. � "s. Cut g�ass Nith smootn, straignl edges of bat�;i� mix . � ! ` Cu11 size re uired b che a s e q y prnings. Eage ; � � SECTION 023210 4i00i1 DOOft5 SECTfON 08710 FIivISH HARD4iARF cleerences shali camNly with FGMA SLh�lda�dS. ��CT[ON G5t5G Gl"'r'SuM MiALi_ 6GARG ` j i 4. Leave glaiing cumpound and pui, smautn an4 i PART i - GENEKA� PART 1 - Gf.NERAL clean. Remove ylazing compouna arid putiy i'ARi l - ��.NEkAi. � fron� adjaining surfaces witihaut �amaging the i � � 1.Gi RtFERENCES 1 .OI GUA'L i Tl' A;SUi�ANCE fi�n5sh. 1.01 SIiBMi iTAL5 S � ; ' A. Reference Standards: 1,oiupiy witn: A . 5upplier [;ualifications: The haraw�re suppiier `s.�3 C�EANING A . Pru4u�t Data: Sui;mii in accurdan�_e ait;h Sectiun � , l. NUMA industry Stanoaru i.5. 1-7�i - wood �iusn must nave in his employ a rec�u?ar memtier, in G1S00. � Doors: y�od standing, of the Americ»n Society of A. Leave giass in a juo in ciean cunditiun with ` � 2. AWI Architectural Ivoodwark Uuo't9ty Architectural Nar�Nare Consuitants, who shali be giazinq cumpound and pu"tty tarefuiiy removed PnRT 2 - f'i�CuuCiS � � Standards, 1976 rdition. retponsibie for the detailiny, scheduiing, and {'ram the yiass ariu adjuininy surfacrs. Final . ordering of the finish hardware. cieaniny of glass is unaer Seci-inn 0170�. 2.01 MAitRiAI.S � + I.�2 SU3MITTALS ' , ' B. Reg�latury ReyuSrements: Provitle UL listed S�i,liON t�890U iiAiVAtii[Ell UPtKAt1�k i:Rhri� SPqCE V'�.ivT5 A , Gypsum Bo�rd: � A. Shop Orawinys: Submit in accurdance wii,h hardwere f��r fira or ac.cident hazarJ whare 1 . 7hrouynout 5/ii° , i= irer.o�ie (Type X) Tapered � Section 1�1300. schedui�d or requir�d to maintain rating of A. �alvanite� operaGle crawl space vents as shoHn Eugs where requir�d. �� opening, on piar�s io be paintetl. 2. Regular: ?i/i3° l�aperea rdge RNyuiar, iise ' PART 2 - 1'nODUCTS ^ uniess oCherwise ind5c�l:ed. Y ' F'A�T 2 - f'RODUCTS �j� DiViSI�N 3 - FIh15NE5 3. Moistura ResisP.ant: �SG wiii, lise uehin� � � 2.G1 'tiiTERIOR DOORS �+ ceranilc ti ie and piaster t'inlst�. � ° 2.u1 fINi51i HARDw'ARE � �; Gc:nerat Requirements, �enerat �onqitions, �upplemantary � � A. [xCerior Flusn �oars: Cunditiuns and Uivision l - 6�anerai Keyuirements apply io (f. At�essories: 1 . 7hicKness: i-3/4" solid cor� unless A. Locksets: See ailowa�ces unde+- Oivisiun i. wark ot' tnis Givisinn. 1 . 1rim: USG No. 2UOCi and iQl . ; ' utnerwise indicated. 2. Fasteners: urywall screws, nails at sneet � S p g �ECT lON uy2UU LAIH AivO f'LASTEK (EXT�fiiOR �1NISH) edyes oiiiy, i 2. i•aces: Metal ciau. ?rov'�de fiashin to B. Hin es; � < and oultom. 1 . Exterior: 4 x 4 brushed brass Pinish 3. D�i:side corners to be beaded "si4" corner , 3. �iaziny: ("actuiy yiaz�:ef with clear teinpered hinye5, i-'AKi 1 - bL:NtKAL uerid includiny detailing intu doc7rs and ';'I insuiating yiass units. Tinting per door 7_. Interior: 1-1/2 pair hutts witi� brushed rrinuows y�er details iri plaster finish ,� , schedule. brass tinish. A, f�eference Stanaards: Cumply wiih Che loilowiny: int;eriors, 4. riardwarer Section Os7I0. i . "Specitica'tiun� fur Metai Lathing and � 5. Field �9nish: 5ettion u99i3O. C. Thrc�shoids and Wdatherstrip�>iny at Interior Guar Furring" as prupared `uy tn� hieiai Laih C. �uint (raatment: +; ' b. lnterior uaraye Ouor; I huur fi�e rated. to Garage anu Al1 ExCeriar Duors: txi:ruded - Association, 1974 edltion. � i. lirywaii : USG Peri-A-inpe/Durabund system or � • �� �' � aluminum thresi�uld, in'terloc.king type 2. AhSI �esignation Ad'L.3�-1971 "Lbtniny an� equal . �� 2.02 INTEnIOii DuORS Neatherstripping and Pem�:u 2?_7_ OV door bottom Furring tur PurCland �e�nen� and F'Urtlan0 7. iexEure: liSG iexture. i..ight orang� peal . ��I wii:h weather protettion. Cemenl-lime Piastering, ExCer-ior (SLuccoi ,1 A. All fnlerior duor5 in�luc�iny f��droom, 8athroom and Interi�r ". PAR7 3 - EXECi1Ti0N �, , and S19uing ClaseC Duors: 1 3/a`' six panel to D. Cioser : At interior dour to garage and �t 3. I�laxi -RocK waii bruwn cooL 3/f3" thicK. ue painted. m��:hanical roum 4. ASTM i,32b--81 "ANplicatior� of f'artland t",em�ni. 3.�1 1NSTALLAiii�h ''�� i3ased t iaster. " F 18X1-RqCA Stucco t inisn ; ;� PART 3 - tXtCUiiGN E. SY.ops: Spring type brass finis�i b�seboard N'itin sAip Lrowel flnish. A. Generai : Apply ana fi�ish Sn dC�or'dance wiCh � ,`�,j mount. Frovi�e woud blocking ir, wall . ('c,lished 5. Coior iu ue apprvved oy ArchitecC. Gypsum Assuciatiun �A 2;0. ii[ acousCical :5.01 1NSIALIATI�N brass finish. insuiatiun tightly intu stud sp�ce ar•aunu ' � i .u2 Si.;BMiTTtiL� uathrooms. - �I A. Gen�ral : i�. 5licing aric iii-fold C1USet Doors: Extrudeu ,, 1. F1t to width by pianing and .f5t tu height al�minuro firacks Nitli vinyl rullers. A, Not �vailabie. 8. layout; Apply paneis in as iong lenyths as . ; usfng nana cruss-cut saw. In no case shall , Nr-ar.tical tu kaep juints to a mlr�imum. i ' doors ue cut down to opening sizes smalier PAkT 3 -� EXECU7IGN i .Os P�OJc�I' C�NDiT10N5 � �Ano�IdGwathmey/Pratt . . than those for which tney were manufacturad, i.. i asteners: Apply boaros to wood +ra�riny witi� • .. Architects,P.C. F� 3.G1 INSTAILATiOti A , 't`nvironmentai Raquirements nai is or screws. .� AIIRightsReserved �� $. Nanging: 1. i,oid 4+ratner i'rotection: Du noC apply �{ . 1. AfLer siziny 000rs. fit for hardware as . A . 1=aste�ing: �urnish i 'tems c>f haraware with plaster to surfa�es iro�en or tnnteininy D. Muisturk Resistant: Appiy N/R seaiant to cut ThisdoCUment,andtheideas scheduled. eeYore instaliation oi hardware, attachment srrews, Golts, nuf,s, etc . , as frvsi. PraCect plaster coaLs against edgas and neil i�Eads. :�i anddesignsincorporated brush appiy an ex"terior seal cuati to joosit� requirad �o atta�.+i hardwar� to type of material frec�zing for a periau of 24 hours after -;i herein,asaninstrumentof cut, surfaces. involved and with finish Lo match h�3rdware with application. (3o not use frozen materials in E. Cut Halas: Holes for Hlectrical oevices, pip¢s, "'' professionalservice,isthe . �', property of AmolcUGwathmey/ 2. Nand doors to be free oi b5ndiny with wt�ich LhNy are to be used. tne mix. If' artificial heat is uced, ioc.ate etc. , shall not exc�ed si�cr or cover piate �r ,1' PrattArchitects,P.C.a�dis - harciware function properly, the heater to prevent concenLraCion uf heat esculcheon. Repair uversize hoie witn new panel � ;j nottobeused,inwholeorin � Q. Weatnerstrippiny Threshoius: Run ar fumes on the piaster. Go not appiy of gypsum board; spacKie fiiliny wtll nut te ' �:•�;. part,withoutthewntten � SECTION Ot�360 S�CTIOPiAL OV�RNLAD 600RS weati�erstripping tull heigt�t �f i;otn jembs and ini'erio� or exterior plaster iti� the ambient permit'[ed. � • a� authonzationofRobeRL. � fuli w#dLh of t�ead. Rur+ tl�reshuids f'ull W�uth oi tumperature is tess ti�an 49 degrees ' ; Arnold, EdwardM.Gwathmey t PAR� 1 ° GENERAL , o enin (2un dour uotY.oms fuil width �� dours. Fahr�nheit. Maintain tftis tem eratu�e GE3 F. Trim: A 1 at corners where dr� waii abuta Jr.orHenry Pratt. p 9• P PP Y . / ,3. '' _ Se't thresholds in caulkiny under Section 0790G. hours p�ior to application, ouring dissimilar matertia�s and as i�dicateu. '; �, l.ul SUBMITTALS - applicatian anci during curing uy the use of C. Adjusi.ing. Frior to f�inal inspection, inspett Lemporary hea1: and enciosure if necessary. �. rintishiny: rinisn juini> and fasxener �imp�es � ' A. Shop Drawings and Nroduct Qata: Suomit in and adjust daor closers, locks and items 2. Ho4 IJeather �rotection: Proteti: plaster es r�commenc�e�i uy ma�ufaci;urer and sano smuoLh. � accurJance with Szction t�1300. required close adjuttmeni reyt,lat7Gn and ct�eck against uneven or excessive evaporation Appiy i 'rgiik texCure as uirect.eu by ArchiCect ,,� all keying, dur�ng dry, hat weather and from strong soliuwiny applicatiun uf prime coet by th� � Date PAiiT 2 - PR�Di�Ci5 olests oi air, aiiher natural o� artitiicial . paini.er. ``:' S`tCTION Qb8i�0 �LAZIN� s. Temparary Heat: Provide iempnrary heat anu +;� Z7 ��t� �O 2.OI OVEKHEAD OuORS enclusur�es neca�sery to prutect work during tt. Clean-up: Pruvtide cum��leatk ciean--up of a11 '' Revised: PART I - GEtiERAi. hoL or c.nld Heather. scrap materiais on a uaiiy aasis tu oesignat�d �.� A, Approved manufac.turers: recaptacie. At a�,p+-o�iriate stages, ciean ail � 1. Overhead Door, �rantz Door. 1 .Oi QUAli7Y ASSURANCE Pi►RT 2 - FkUUUCTS mud and overspray from adjacen'L surFaces. � 2. Apyrnved substituke. ;�1 A. Regula'tory Requirsments: 'l.Ul LAiHJNU MATE(iiAlS I . wherM plaster iinish is indicatiud, heavy � '�' 6. Type: 4 panel , ilush panel sectional- overheao l . 5aS�ety Glass: Cumply Niti� State Status, U6C trxtured pla5i.er uver �in boar�i Co a�hieve � doors ur approved substitute. Mulorized and AtrSt Z�7. 1 , A. Stucco Laih: �alvanized seii-furring siucio "Sliter text�re'' . ApNli�:ator to be Gary - ! � operation with handheid operatur• and inside mesh wi�h a Grade E waterprooFed builoing pap�r iioudward at �alieyos Masonry. �I swltch. Provide separata operator dnd sNitch I .t�Z REtER�NCcS backing. Use at shaaCheU Walis. tiig mesh by a� -� -°�� � , �� for each door. AMIi:G or eQuai. 3uiiding paper installation to SLi.TiOti G9`s0U iiLL A. kelerence �tian�ards: compty wiCh: meet Town of liail tiuilding Departmeni �� � ,� � �� �-� t �l � �' � C. Size: As indicated. l . �GMA Glazing Manua� , 1980 eJitiun. requfrements. PAR� 1 - 6EtrEknL „ fi'� �' �'` ' '� �;%� � E:'� '' � , 2. FGMA Gl•aring Sealing Systems Manual , I970 ` ; F.�;;�` �';� $3 r �' ?' �` ; h ' ' C. 7rack: Provide super yuiet plastic tracks and adiCiun. B. Corner Beaos: Curnalath b amlca or e ual. 1 .01 REF'ERENCES � ,� r„� � i� �fu�.. � rvr:� � �' Y Q �: �oj 18�'�• 3. insulating Glass: IGf,C. c,artif{ed. ` � a� i.. Casinc� Geacts: US� tio. Go or equal . A. Refarar�ce Standards: Comply p.riCh Ti1N f. �� � } �., ` g� � � ,�i I E. iiardware: Counteroaiance door aith torsiun PhnT 2 - PRODiiCTS ��r Ame�ica (iCA) nanubook i'ur cara`�c= # 1 �'� � �-- � `�. ��E'�� ��� V ` sprSngs and yalvanized lift caule. Provide u. i,ontr�i Joints: liSG Na. 50 or 1t�0 or eyuai. inst3iiatiurl and referpnce Ati�i si d s. � �; � standard hardware for inside iatching ar�d 2.Ot Gf_A55 i =�j cyl4nder lucK. 6igitai paid witi� c.over and �. Interior Cornera: USG Cornerii:e or aqual. 1 .02 �UDM{ITTALS � . 'i1 ' ��9��• d. Glass Types: Pruvide glnss as indicated of u�e � , "' ' of the FollvNing of glass, glaza witfi material '1.02 QASE COAi ISTUGCO) MAiE(liA�S A. Samples: Sui�mit for coiur se�9 c•tion. "�a,' ..._....�.........:.:.DATE__.__--- `` �, F. Finish: Prime coat doors, botiS� inCerior and called for : ���t`__..,�......-�--•-w•»»���-�~•• :,�� exterior. .iob finisi� try pdi�iter. A. LaiiaGra wail brown cuat. FAiii 'l - r'kuDuCiS �� �', r T1'PE uESCRIPTIOri � - `� G. SuppurL: Pruvide necessni y supplem6ntai framiny 8. Agyre�ate: i;iean naturai or manui acGureo sann 2.Oi MAiL•hTAi..S ��"���� � �"� ' for support of tracc.s. A ExLerior Fixed 'ular►ng: that is frcee fram delet�riaus amou�ts of luam, ;� � 5id" or 3/4" �vn�inal tnlckness ciay, sdit, soluble sails, and organ'ic matter. '� - AARi 3 - EkEiUTiON standard site siidin, cioor i�AR7 2 - PRuUl1CTS insulating giass units. Clear 1.G3 rINI�H COA�1 SYNI'HETIL' SIUCCi; SYS7EM =! 3.01 ThSTALLAiiOti tempered both s5ti�s. 2.iii MA7"t�CiALS ; A. T'lexi-RucK 5tucco Finish. ' A. lieneral: Instaii averhead 000rs accordiny to • A. T1i«�: �� Sheet Number manufacturer's instruction and reviewed ShnD I . ilaper Entry Fiuur-s 1 `xl 'xl/2" slat�e, coior- ,I , Drawings. Nurple yreen aith min. ' . ' c,�r-uuti. grout tu matth .?I e ylate Culur. ' � � �� ���� l :� � �_�, _... , . .. . �� , . .i� - i. , ::.:�i ' = d7 i ` �� y:, . . . . � � . . �. � J .:-.1! . _ . . . . . . . . -ti. .�'."� - '`. _ . . � 5 . . . ..,,�H _ . � � . - - � r,'.;'.1 , � , . . f t A�L , . : ,' � '. ,. � - �. : �:� _ . a . � � . . . . - - ... � : . - . . .... . . . . . . . 1�'<�.....w...:_ � . � ��.::..r.._ . . - ___...__ ..�.._� ._s. . .. . _. .. - .a...�.�u...te . - ' . .._..,:_.___.._. .�.�....__ '_.. � r .a.� __' _'__"_ _..._ ._�. .,. .. . . . � .r ..ne. - b. ��._.._...._�.._...�..._.,..,��.._...___ .. _ . . . . _ _ . .. .. , . . . .. � _.+�... .. ___ '__.-. _ . __..__ ....__ ____..._ . _ ._ .. _ _._ . . . .� _.. _ . . _ . . . . ._ _ _ _ . . , .. . __. .�. � ��.. _.+ .�...�..._ � �. ..... ..,........ ... .... 3 ... ... ... . . ..-.... y : 'n - - � --. . . _ . _._ ._.._ . .. ....---- - . _ � ... _... . . - - - - . _ _ .._� � �.. __ a. .. _. . � , ._ - - � -� - --- -- - ' . --.. . _ . .. , .. . . _ � .� _ _ _ . . � _ - _ - -- -- - - - -- - � . �_. ,__ _.._. __... __.__.__._ _.. . _. _. __ . . -- -�- � ---- . . . . --- � - -'--------__ ... ..._.. .. .. . .. '. -- --- . . .. . ._.. . .. ._ .. � �- �� ��•�'� � -� �;, - �.� � . _r _. . � � , ,. ,, _ � i , . , 'L'„ .:..24 ..� I' . ��f.t�1 . _. . �..i . . rr>.r . ' . - ' . -. _ .. , ,.. . � . _ . . . , . �.'L` ;y ':p. '1 .. . � . . �_ . . . - � . ; ... , . . �. �;.; , . .. . . . : , . ;,... . �- . - ti,'. . . � ; . - . � � p, q� I�♦, . rt ', , � • ' _ . . , . � . � i - . ' �.X, �t � j _ . 4. Y '_ � � �y `' ' � , ,. ,,K� � • • 4 ' t' t '. ,*� • - - + � � �, . � �� 4. . . . , � �� � N'F n ' � � ' - � � - ' -� . ' � , ; 'i � �. ._ .. �., rrt �. . � . . �>;�-�� , ., . , , . . ' ' . ,„,� .'. � . 2. i.ower Entry (ioars ALdKif1 8"x8" witi-i � ' 5. G.E. Oryer -r OOE5700 (Electric) ,'''� k`: matching y�out - submit C. Protection: furr�lsh and iay urop ciott75 or mask 8. Zinc CoaLad Metal (Galvanizud): ti. (2) �.E. Diahwashers - G50640 (ail ahii:e � - E for tulor, off areas Hh�rp paini;iny is beiny done to � rirst Caat �alvanized Iron Primer mudei). - , ,e;� ;>. 3. [iath Floors 8x8 allowence for �ruiect iloors an� otner wor2 rrum damage during � Second Coat Latex SemS-Gloss 7. Undercounter Refrlgarator - tJ-line 75A . -,� � t. -` maCerfa1 . Che execuCian �f this work. Where it b�comes � Enamel , Extertior 8, �ihlrlpool lrash Compa�tor •� iU8100. �'� 4. 6att� Wall 4-l/d' x 4-1/4" necessary tu remove temporary iuverings Niaced ` ihtiro Coat �.at�sx Semi-G1oss 9. G.E. Disposal - i,rCI04CG. ` - , aiiowance for materiai. by �thers in �very bran�n uf lh� wor�, r-ep�ace � tnamei , Exteriar 10. Cook 7up Kc�o�i - Copper-Sourr.e and price � ..� 5. Oeck Thfcksat Culorado buff same in proper manner. r�emove nil rags and '� unkno►+n. ! ' � � , limestune in 1/?." to waske t�rom tna GuSiding every r�ight. Do not �: t;. 4iuod Nindows ar�i� Trim - Patintdd: ; t irst i:nal Factury i'rimer PART 3 - EXECUTION _� P 3/4" thicKness. eiloH to accumuiaCe. '� � f Thinset in random � Second Coat Oii Basetl Semi-�ioss patitern; sample ta be �. Oamage to Nork u( �t'rirars: Ge responsit�ie for Enamel , txterior 3.01 Ai'PLIANi.ES iNSTALL.ATION • _+� � • approved. any damage done tu �ne work uf other traoss. 1 ihirc� Caal Oii t3aseJ �emi-�loss ' _ � R�piace any matariais daxiayeu ta sucn an 8r.�ent Enamel, Exterlor A. General : �nstall dppliances 9n atcordanca with � h: 8. Sc�tting and Groulinq Materia.ls: Ciiai they tannuC be restureu tu cheir i>r•iginal ; manufacturer's instructions. , k tun�itions. : D. Redwood DecR: Tap � �; 1, [_atex-Portiand Cemeflt Mortar tThin-�Set): First Cuat �WF D. O��livery and Hanuling: f3eliver aaplian�es in ; �' ' ANST I18.4, 1':� P�rtland cement/sand gauge6 PArti 7. - PROCUCIS �i Second Ci+f or-iginai crate and cartons. 7ake prucautions to �� r with i_aticr�te 423i T4ie �ett9ng Liquid. prpte�t from damaye. Replace damaged � 2. iirout: Laticrete dry Uond grout a�d jaint 2.Gt MAi'ki�iAlS E. 41ood 59uiny - 5tainea: aupllanc.es. �" fi7ler gaugeu with Latitrete s701 acimix. FSrst Coat i m ic Oil Base Semi- I ��Y P f� Mix as recammended oy manufacturer. Cofur A : i'rvducts nu� spe�ified by nom�� snali be "oest ' transparent stain. C. UtilSty Connections; Connect appiiances to t ` l�� � j as setaCted by Architect, grada" or "first line" pru6ucts of' a�t�ipcable Appiy ta all sidKS priur utillty supply po5ni:s. v i manuiacturers. Wnere pussii�le, aii materiais ? to Snstallation. � 11 C. i+Ionder Board at harizontai surfaces at tub snaii be oi' a sinyie manufdciurer , ; � � uiVISION l2 - fURHISHING:, i..� � sheives. i F . Nooc, irim and 3u(.Lom SidN and i�nder F�aming of � _ - , +s. Acceptabie Manufactur�rs: Tha best. quaiiCy j 4iood UecKS - Stainea: Oivislon i - �e�eral Requiremants appl5es to work of khis � � '� D. 5eai yraut wiih Stune �iamor. materials as manufaccured by any ot tn� � first, i.oat Solid body. Appiy division. � � � foiluwiny manufacturers wiil be accep�able for � prior to instaila- f� f f �. iaulii ali iile to tuo join'ts and kile turners us� on the wurK: � tion on ail sides. �EC.rtO�v I2340 R��IOENT:AL CASE_uORK Li k (5ee 5ectinn 07S�u). f;eVoe a �econd Coat Solid Gody. Appiy ..�. � ir•att b Lamllert, inc , f after inslallation. i'ART l -- GENCRAL � PART "s - EXECUI'ION KNa i-}tinwe i ls {� � McMurt.��y/Vaispar j 3.U:, MISCtLLAN't0U5 Rt4UIR'iMEtvTS i .fi SUDFfI7iAL5 v♦ � , 3.Oi Iti5TALl.ATION �eliy-'rtaore _. ! � ' 6lympic A. Firepiace Fiue Caps Above Ruof: raint steel _ A. Siiop Drawings: Suu�nit Shop Drawiny� in �i.l �, A< Locations: i3enjamin Muore srack heat-rESisi.anL starK painL: Sherwin- accurdance witn Section u1300. • ` \ � l . pC batntubs and shoHer-s as indica�eci. rioc>d Giiliems 54i Stack Paint with asphaltic base or V , 2. At fioars and walis as in�iicated. �y�aj , S. 5amples: Submit sampias of cuur�tertops, and ' C. 5ee Secti��n (17900 fur seaiants. cahinet fi�ishes to Architect fur approval . � � � � t;. Metnods: Apply in accurJarice wiLh TCA Handbonk: B, uujecti� on t�uot: Paint metai abjecCs on l'ne � • I I. i3att�tubs and Showers: Mei.noGS W`l23 and B4i3 PARi 3 - ►:k1:CuT1uN roof inciudSny, bui: nvt limlf:�d to, flashing, PART 2 - PROt1iiCTS „ � � ano ANSI A IuB.A. � � vents , etc. , as specified under ferrous .xz'. � 2. Fluors: MaLhoC �i32 anc; ANSI AiU8.4, 's.0i PKE.r'ARATION zinc.-�oated m�etols. 2.Gi RESIQLNTIAL. CASEI:ORk t '` � �� �., l:. Complstion: Le��ve tile sound, uriAa�►aged, A . Generol : "s.0� CiEAIv UP A. Thurstun's or equai Eurupean style. . � Q � , unstalneci and clean. ; . Sand finishes un Nu+�d and metal s«�-f�cNs � between coats io ossurc� smooi.hness arid A. At thr. completion of [ha work, remove suryius d. i�inted Nouden cabinet/rais�d panei doors and � + � StCTtON G55bu �lOOU 57't2IP rLGOR1HG adhesiun af sub>eq�.�ent, ioai.s. lise extra maLeriais, staging� rubbish; clean off paint, arawer fa�:es, calar white. White melamina ^ f�ne sano paper to avoid cui:ting the edges varn5sh, sf.ai�s from iloors, glass, walls. interiors, adjust�bl� shelv�s, s.urface hinges. �--� � j PART I - GENEKAL when sanofn A 1 uiL or s a�K11n Puii to be a rovad b Owner- ,ruuabi i�. 9• PP Y p Y P" ' y � ha�dware; and leave the premises in clean PN Y . E >' � , compound after surfaces are primed and cono5tion. purcuiain. � i.01 SUBMiTiaLS primer is dr-y. Csring filier materials f'lush with ad5aininy surfaces. SELTIbN O�t68U CARPET C. KitChen top tu be granite. � i, A. Finisn Samples: Prepare sampies of finish and 2. 11a1i shall be perFectly dr•y, clean and ; � PAi�T 3 - EXECUTION submit: for appravai Sn accu`dance with Section smouth before starting wurk. i=iii cracks. ��: PAR1 1 - G�NLRAL � O 1 3 4 u. k e m a k e s a m p l e u n t i i a s a G i s f a c t o r•y ho les vr c iiet ks fu li an d Ma k� smoc t h be fure i•: " fintsn is ot��.ained. , finish is appiled to surfac�s . Fill crac�s, � 1.01 CARP"L•I ALLOWAIVCE 3.01 INSTALLATION � etc. , whiich accur- att�r wails aia si�ed. e ,; i PAi�T 2 - �R�GUCTS Nall shail be perfectly dry anu smuutn w., A. Aliawance: �ee Section O1GZ.0. Inciur,c�s pad and A . General : Insta�l fn acr.ordance with . ` before f'inisn is appiieu. t installa�:ion. manufacturer's rer.ommenualions. Set c�sework ' � ' "L.G1 MATERiALS � level �nd secure to fli,ors and wails. Provid�a � t�. inL�rior Wuo� Surfacas: Touch- up sap ana knots # I.Q2 SUuMT77AiS connecting and atlachinS devices, closures, and , A. 3uiid'�ng Paper : iiosin sized unsaturaled papNr witn sealer. Fili uoids wil.h I�:a�i putty aftc�r r trim as required. Install all cuuntertaps and . Heigniny b ibs, per 1G� square feei. primar is dr-y. f A. 5amples: Submit for colar selection. Gacksplashes. n. FlourSng: trominai 1�'2" x 3, 5, and 7" i 8 � r�d C. Incerior i=�rrous Metai : ��umove fareign material ': PnRi 2 - fRODUCiS � � DIVISIOh ;5 MECHAkICAC AIrD PL_UMr3iP�G � j Or ahi$u uak. from ur�primed metel with wire �rush and dusC � � ' • ' j �ia�+n. � ?.O1 MAirRiALS PART 1 - GCtr�nAl , , ' ' C. Filler: iraturai Pcste Nood r"Sller. � �� D, SFiuN Prime�i Mei:ais: Tuuch-�p srio�, primad ma.cais � H. Car•pet Alloreance: See Section 6I020. includes - d. 'rlecr�anical and plumbiny as dusiyn bu11d yuojact ; D. F'rimer: Rex Seaier Primer 77-1. with a primer- �1milar ta the existing. � Na�y, i.o Architect's appruvai . � `- t. rinish: Rex Poiyuretnane Satin Ciear 7J-9. F. interior lin� Coated MKtal (Galvanizeu } B. Pad: i/2" FS 22-C-GG9i1B l',eliular Rubber. B. To incl�de ail permits, sales i:axes, and frei�ht ; Surfeces}: i;ash with min��rai spirit> �nG prime } to job sit,e. ;I � P!►RT 3 - EXECUl"IuN as spacf� i�d. � C. Accessories: Provide rack slrips and b�nders. 1 C, To inciude site work from screet Lo prc�posed , ! 3.01 FLOOKthf INS'(�LLAi10N F. Iri[erior W'ao❑ to be �tainau ana F inishec;: San� � PART 3 -- EaE�UI'tO�V huuse. a , to smc�oth finisli. Fili voias and nail hul�s i A. Buildinc� Paper: �ompietely tover subS'loor wiiii aft�ar first coat is ciry usiny d filler ' � 3.Oi ihSTALLAI'IOM MECHANTCAL : lapped joinfs. cumpatibie with finfsn system ano macchiny � c:olor. } A, l.ayouL: Lay out sheei yoods su that wherdver A. System to be gas fired, for�:ed oir with the ,, ' � 8. Flooring. Lay finisn f'looring ir� patLern # pussibie, seams are eliminated ur held to a fulluwiny zones: in�iicat�cd anci blincl naii as required ati the f. Exterior Ferrous MNt� i : Kemuve 1'oreigr� material � minimum in nlgh traffic areas. l . Master Bedr�om Suite. i, iocation OI �fIQ juists beneath. If desi�-�d by from unpriined metal with w9re brush anu dust ' 2. 8alance of Uppe+� Levei . ; tho installer, metai spac�:rs may be used 'uetwsen tlean. � t3. FolioH recommendeu procedures far installation 3. Lower Level, strips al intarvais Cu elimi�aG� i.he posyibility ' furnishe�i by the manufacturer. � b. �arage to hav�r heating -- smaii uu�:t from . � of cuppin�. instail so no cracks exisi. and H. �xterior Zinc Cuated Metal ��alvanire� j furnace only. '' t filling is not netessary. Surtacesi: Wash with minerai apirits. ; . j �' DiYiSION i0 - SPtC3AL7itS ' �Y � `Y � � L3. System to have cantral hum9diFica'tion. - , s.02 SANDING "s.02 WGRKMANSIiiP Divisian 1 - General Requirements applies t� work of Cnis ' divis}o�, C. System to have snowmelt luup ur saparate smail l A. Prepar•atiun: After flooring is iaSd, ailow to A . Spread mater9als evenly witn�>ut runs or saggirtc� � boiler Fur main stairs. sit for � minimum of two Heeks pefore sanding of of maleri,�75. if tha suifaces ard not in proper � SLClit�h i0305 f'fiErAriKiCA7c� fIREPLN�tS ii iinishfng. 5anci fiuors only aif.er o'ther Crades shape i�or painiiny, repair , rauuiid or refinish ; PLUMt3ING . ( in the area are completed. nefore pruce�diny with the wor��;. Otherwise, tie � PART i - ��tv�Ri+L ; raspon�.ible fur any poor Hork caused by improper � A . Oomesti� hut water system to be in insi;lated t3. Sendiny: surfaces . � 1 .Ox QuA�I71' ASSiiKANCE piping an� tu be circuiating. ' 1. Sand rloors w�tn a neavy power-c;r•iven f � sander. tiano scrape 9n c.orners and against H. 1'ne epplic+�tiun uf tt�e (irs4 toaC duas not � A. Regulatory itequiremer;ts: Firepiace, Fiue and B. rrvsL frr�e husa Lii�os, onN in garage ar�a, one ' E; . waii as required. Jse coarse, aiedium and reiieve responsioiiity for 'the Gase, uo nut. + A�Crssoriks: ListE6 ar�u appruved by UL and on north eievatidn, une on east, une on south. � , Fine san6paper �o produce a unifurm, even apply any cuo+.s on �iCher uamp or Nei surtaces � ij,�p, ! and smu�[h surface. (-'inish sand9ny across ano in no �as� uni:il tne proceeding cutic Ss dry , C. iias piplrig according to cod�a for fireplai.es plus � i.(ne strip wiil not be permittea. /�ftier anu naru. Sprea�i S�in�;n �venly and �hurouyniy � j 1 .U"1 �ituDUi,T� iiquku� to kitchen appiiances. � �Copynght � SandSng, sNeep wood surfaces, complete iy brush out. Sand wurk betrreen cuats. F inish the � Amold/Gwathmey/Pratt �: remuvt� QusC ana rit. � ' Architects,P.C. 9 9 Nper an0 iower edges uf woud doors tFie sama as � ?,J1 F1riEi'LACc ANO ACI;ESSOHiE5 D. lioak up far i�emakers. AIIRightsReserved � 2. un com�i�ation of sand'ing, fioor shall be the face. ihis wurk shail i�� done in ali cas�s � fr�e tra�n machine marks, chatter, grouves, after dours has �e�n fiCt�u and are rraaay far 1 A . MajNSLic Firepiace Superhearth 4?. wiCh SH�O ii i"'AiiT Z - MATtRIALS Thisdoeument,andtheideas i dents or othei impHrfections and shall be finai handiing. i tempered ui-fold glass doors wit'r� outside � anddesignsincorporated ready for finishing. , c.omoustiun air. A. i'lumbing Fixtures: To b� ail white colur . herein,asaninstrumentof � �• professional service,is the I' C. Finish coat siiall be in e.uior as selected hy 1. Kitchen �ink - Kohler Lakefiel� K�877 with propertyofArnoid/Gwathmey/ ! 3.03 FINISHING Architect. iint r-imer� tc� matcn finlsn coat. ` a, hlues: Doubie wail flues. i'rovide wii;h offsets f.ora1ais K9tchen Fautet - �olur chrome. � Pratt Architects,P.C.and is �� 2. Bar Sini: - �:ohler Addisun K6552 with anG terminat�on caps as indicate4 and requirrd. nottobeused,inwholeorin �; :- -- A. General : Floor Einishing shali Ue �one by the G. Wrier� paini: or anam�l is r�11ed un, use a fine � Pruvioe si�e as recumniended b manufacturer. Coralais Har 5ink fauc:et in poiished brass. part,withoutthewritten ;�• t S�looring instalier. n�+� roller so a nearly iiat or orange peei Custom tiue cap �y oth�rs, y 3. Tub in 8ath 1 - Kohier Vlilager K-7I5 authorizationofRobertL. ; -" textur-e 1s obtained. � Coralais tub and shower set - colur brass. Arnold, EdwardM.Gwathmey � B. Preparai:ion: Prior to apyllcat;ion of finish, PqRT 3 - EkkCllTiaK d. Tub in Master Bath - Kohler Inflnity K-1466 JcorHenry Pratt. � s►��ep floor i.horuughiy with bristle brush to 3.Os COAiING SYSTEM - ;NTEKiOK � with Coralais tub set - color brass. � renwv� dust fram �racKs. 4iipe floor clean wi�.h � � 3.OI 11v5TALLATIOtv 5. LavatorSes - �uhlar Radian K-291b, Coralais �: Cioth that is tacky (uy immersiny in penetrating A, Woodworl� - Painted � faucet - color brass. " saai, wrfnging out and leeving to dry until First Coat Primer �, A. Generai: Ir�sCaii in accordance aiCh 6. Lavatory in Powdur Room - Kohler ChaUtis �ecxY�• Second CoaC Cnamel Undercoat manufacturer's recommendatiuns and in compliance K-2137 with pedestal K-2142. Coralais '' ihird Coat Semi-Gloss Enamel ' faucet - color brass. Date r with applicabie c�des. C. rinisning: 7. 4iatar Closets - Kohler Nellworth K-342u with Z-� A v � 1. Pirs� Coat: Fillsr and ?rimer B, r"errous, Zinc Coated or Factory-Primad Metals - 10820 BAfH ACCESSOKIE� seat K-db52. 8rass lev�r, suppiy, sto G+ � "� 2. Secund Coat: FSnish Pafnted: i 8. Shower in 6aths 2 and 3 - Kohler Profile ' 3. T't�ird Coat: Fin�sh First Coat Primer ar Factory-Prime • PART 1 - GtNERAL shower 60" K-9854. Coralais shower and tub !'� R evi 'sed: Apply in accaruan4u wi 'th manufacturer's Cuat � set - color brass. ;��- - � • - ' i..... � :' � retoanmendations. Second Coat Enamel Under�oat PART 2. - PRODUCTS a ` Third Coat Semi-liloss Fnamel PAR1 3 - EXECUTIQN K � � . � 3.G4 PR�TECTION � 2.01 rranklin �irass - Antig�a. � ,��� �' �� ` t C, Drywali - Pdinted; ; A. Rough in refrigerator icemaker. � �y�,� ��� �� � � z�. � 9 ti,, ' A. Pratect Pinisi�sd floor from damage. Use kraft First Coat SuStable Primer PnKT 3 - EX�CuTION ' 3 1 kpaper if� necessary. Second Coat iextura Appiication by ' 8. Balance system at complet5on. " J Drywail Subcontractor ' s.dl 1NSZALLATiON � " -,�- ,� 5ECTi0N 09900 PAINTINiG Tnird Coat Latex �iat (5emi-Gloss ' � ' i.. Provid� o Qration and meintenance �anual. a�+d � �. Latex) � as-bullt drawin s for house. � � .v ��� � � ��� "�',`�� G PART 1 - GEN�RAL A. G�nerai: �ecureiy ir�stbli as intl`icatea. [nsure . .; _ _ 9 , inamel at �itchens and ; pruper blockiny has been instaii�d. � F;,�y~ � 'i �= i.01 SU8MiT7aLS Gdths 4 j CiIV:StON 16 - �IfCTRTCAL �r;,:,.- Fuu�th Coat Latex Fla� (Somi-�loss DIViSION ll - E.QUif'Mt"NT �� �� I . Latex Fname+ at � � .W. , .,. PART 1 - �ENERAI v ,�' A. Paint or Stain Sam i�s: HaKe ' ' - aj" -------- '���. p paint or stain Kitcnens and datns) pivision 1 - Ganerai iiequirements appiies to Nork of this � ''' sam�les as requested by the l�rchitect. kemake interior Flastur Finish to r�ceiv� twu coats ui ` division. A. Electrical to be design uuiid sub,�ect to �.� . . sampies unril apNroved. ThoAi�san's Watar 5�ai. " approvai by Archite�:t. �"�� - S�C1'IGN 11452 RfSIDeNTIAL APPLIAPiCtS + �'`. � I.42 �OD COhDIi'IGtr5 D. 1.'oodHUrt. end 'wood daors - Pinisii } B. Include: Permits, temporary power, conduit fur � ' ' ;� t First Coat San�iiny Sealer G� IART 1 - GENtr�Ai. phane and cable teievisSon. TrenchSng services ' �$� '� - - A. Env iranme,n Cai Requiro�ner�ts: uu no t fin is h Secon� Cooi Oii Basecl Enamel from transforrner, early warning smoke detect5on, � '` '' - - oy�side in r�xtreme coid,. f,�-osty, foggy, or oamp ' i(nira Cuat Oii Bas�d £naroei � door chimes, and work uutlinxd in Drawin s. � `'1� �� �� 'rAR� 2 - PRODUCTS 9 .., � .� �, :• w�axher. In w�nter wedt'rter, finish oaiy whan Fourth Coat (Iil Base� Enamei - - ' "� �"- - � _ �t�e temporature is 50 ddgr�+as Fahranhait ar, ove� Sand with No, 0� sanupaper beCwe�n coats. ! 2.01 �ESiDENTTAL APPLIANCES L. DraNings to ba guideline. work must be in u w ( and surfaces ar� absoiutely dry. In no casQ `; _ compliance w�th Cvde. '��, _ - bSil axtQrior painting be al7oweo wi�i'lo 6ust is � 3.OA CCAT1tiG SYSiEiN - [kT�itlAk A. Manufacturer a�d Model Na.: � `' '� "� t ! *f r . t�iowing. 1. G.�. fZefrigerator - TfX►v24 RL (24 cubic C. Bathrooa►s Co have off-season radiant �+eaters at9 ;� „k� • A, Ferruus Motals ' F�q�;), timEr, 1Sght, fan,, sepaca�sly switchett, ,: � � 8. Can d�tion o f Spaces a�d 5ur fac�as: Spac�as, musi: , �irst i.oai F'actory �'rime Cuat or �^4� 2. G.E. Microwavo Oven - JKPo2GK. � ��x�`� bv �:ic�a•n beiore finSsnSny is s�arted.. Do not Pcim�af ,. 3. G.E. �as Cooktop - JKP600EH E. GFI Nhere requ9r�d per. Cad�. b , t , � ? , Finish 1� ruoms ur spbces whare rubbish has Secc�nd Coat Aikyd Semi-Gloss �' 4. G.E. lvashar - IiNA5800 (Eiectric) � . � } � r ; �, � � � accumuiated ar, wh5 ie ruGi�ish is t�eSng removice.d. Enamel, Exturior P. Exterior outiets watiet�pi"oof ger Cude. ` � �� Sheet Number ��.:� , `�insshi�g wili, noi be aliawed .in dusty rooais. 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STD ST� PIPE U NLY SHfATHING UP ONLY 2 -2 X 12 x - �� o�PY"9ht ' C9 X 2U W18 X 50 � � UP ONLY COL. OR T54 X 4 X 1/4 ' — — — — — — — — — — — — — — N UP ONLY Amoki/Gwathmey/Pratt I — — — — — — — — — — — — — — — — — —_ —_ �_ . _ J N UP ONLY • � A M I N� �/'y Archi�'fieserved — � �� � � � AU t5 (5)-18" M.L. (OR) W�L�0� I UP ONLY � v `�= 2 X 12 2 X 12 W/ esipns incorporaied d. W7 2 X 19 OR) � i� 0 12" � e e n,as an instrumenet o� (2)-2 X 10 SGALF V4 � 1'-�O � 8 3/4" X 3 " G.L. � `�I � X 12 N 13 �, � 16" O.C. andfessional service�is the � � x� OVERFRAME 16" I � SIMPSON HHU-TF HANGER ^ 2'-0" u� c� � AS i2EQ'D �^.� � P�'oPertY of AmoldlGwathmey/ P I � .TiiIS AREA �y � FRAMING NOTES: Pratt Ar+chitects�P.C.and is ^ I NMER£ NO �-� � (2)-12" M.L. v� r�oi to be used,in w�ole or in + `� 1. ALL COLU�INS SHALL BE 3-2 X 6 UNLESS OTHERWISE N07ED. P�.withoutthewritten vl � GYP-CRETE � authorizatio�of Robert L. 2 X 12 UP ONLY �� �ONE �� 1�� x 2 X 10 �� IS PRESENT L�' - N o Amold,Edwarcl M.;Gwathrt�ey � �2 - �x UP ONLY � 2. ALL BE4MS AND HEADERS NOT OTHERWISE IABELED SHALL BE (3)-2 X 8 Jr.or Henry Pratt: ` - x 3 _ . o N 2 X �2 ° 3. ALL BEAM TO COLUMN CONNECTIONS, 80TH TOP AND 80TfOM, SHALL � U ONLY � USE StMPSON '(YPE PIATE CONNECTORS. UNLESS OTiiEWISE NOTED OR /� � � � i6" � �j (2)-2 X 12 O 16" 'y�� � � � . �O \! ..'� ,TI � � SHOWN OTHERWISE ON DEfAILS. PROP05ED SUBTITUTtONS BY � �y � o J �4 COMRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. N �� s5 Date �-2�:�_ � 99'—� '�/4 _ �`� ♦ � � �� N � J= — 3 T.O. SHEATiiING - � �� ��1 !�'!,!, x �� >- 4. PR O V I D E SIMPS ON HU1F BEAM HANGERS WHERE BEAMS FRAME TO � � .� 10 FOUNDATION WALLS. BEAM POCKETS AR CONTRACTOR'S OPT10N AND x N � Z ARE REQUIRED TO BE 3 1/2" DEEP. R�eVised; �S a�2�-�0 . V'f ��_ _ � � r \ •— . � i cV I N x � � - ��, � 7 �� \ N v �:"\ iv x x = 5. FLOOR ELFVATIONS SHOWN ARE AT TOP OF PLYWOOD. � Q-2(�„- O , �"� ui � -r.o.sH��n,�NG � UP ONLY � S% - — — — — O .- 100'-0 �- � \ / --_ _ _ N N i� 6. ( ) INDICATES TOP OF PLATE 0� BEAM ELE�/ATION. " IO-?-1+D•�j0 ^ G \ � — � T.O. SHEA7HING x� 3 -10" M.L I�/�'r' ��Dh�'k� ,�" � \ � O 16"2 I TYP. U.O.N. 2 X 12 W/ N� �t \ �, % � � (2)-2 X 10 �� Ol 1( � 1 d- `�O (2�-2X(Z '� � 0 16" O.C. � ' � % -' �1'�� TO �,Ac� �'�. '°; N ' °i � � � ,�: ..: .. , . , ,. ... ..,� ._ . .. .......:.. ,.. 15 SO{ST I E�Kt G'� �'� `>'x,, v ONLY Q UP ONLY S5 � � . _ . S5 , �::_ ,�R �2�- I'L" M�� . � � S5 � ;4, �� �r �I I I I � ��, � �- � � � � � , ����-- . � � � � z, . , , , , , . � �>.�- , � , � ` �J�< ti �ry 12 , ' ���� �� Q � �� r � VA � �, � . �; � , + , ; � . 'ti�l � t 1 � ' �'� �i ,!� . .ti��` � � � � , , � + ��,. � � ,�,, , ,�p 55 � " /�1-_x i; ty / � ��, �� � I I � � � �i��E+� <� � � �.r`ti � ' I K �Y___.___-----------_______.� _ .,.___:DATE:.-------.._____� � � � ' ' :.,.. .. . __. ..- ,..,..: .�.::. ,., ,,.. . �; — � ' i � i i � ,.i�i i:=I—!x iG �� \�� \v - `1 �T K���!��� .-. �-� Zx1Z�. - . . � ;rl-�x�� � � ,=4 � � Sheet Number � - , ,� ''v «-k.i N�,.� �� . � +� � , ,;. - - - � � 3'-3 1/2° 'r-z ��^ r-s ��4• r-o°� �4�-4° � 2•-0�� 3•-� �a° ' r-o°� ' , , 12'-0" 2'-0" 4'-8 1/8" : ' ' ' . . .. ' ' ';�ily.,,..°-„�r�++.. :-�f. �:�:, , 31'-6" � �. ; . 24"-4" ' �r., � _ � �� �', : ��'�I�Z RE, I /Js.:? . . ��,�-,�.,�,-- �: . . „�,,,� ...... , . •��.,�: : , . , . �, . . � . . .. . �- ��. --- _ , ,1''. . . . . , . . ' � . . . '-, .. . . ' � . . . Y.�'� ,.. ,. ..� :: .�..� . . . . . . . . - . . ' . . -. . � ' . ' . . . ' . " . - . , . � . - . .. . ,. � � . ' , „ 'l�i i ' ' . ..�� .�.._ . � '. 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W � ss � . � , � � 0 24 N q G �; � �o�J� t-W ��'��l � 2 X 12 (2)-2 X 6 COL. ; � � � �� ca p .�O Q�v� TRUSSES IYPE A � (109 -6) � �G �, �O, --� i.� v0 (2)-10" M.L. OR 5 1/8" X 9" G.L. � `�� S,S,J-�- x tn � � `5 4 2 I , � N `�` , �, �, �;. _ � �`rl p�< 'y�J`'� � S5 S5 (2)-2 X 6 COL �9 ' n 10 19 AF t��. �1` . S5 I �J �� L� � 19 S5 1YP. • . � � s5 - - - - - - - - - - - - - - - S� � 108'-1 1/8" (NP.) r - - - - - - - - - - - - - - - 4 — �B - - - - -� L - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - � COL. 2 X 12 � 24" � � I S5 �� o J 5 �� XN v U' XN I � ���� . �- I J - SS N_ � ' . . � ��� N� � � tV� �� �� X = �_� � ' - . �� . ', . . .,-^' - �- - -�._ �..,.'.,� . I J�� xN N j xN +� I ... . .__. I (4) 18 M.L. (OR) _ _ Q-1 v � �— „ „ �� '10 x 7 �" �� r. �N� i`�' 2 2X 12 2X 12 � � W16 X 26 (OR) `s �? � � � 2 X 12 `�'G �-� S5 � ? '`� � ``L1�1 � 16 � 16 �9 SIM. 6 3/4" X 18" G.L. ���� � �^ �% `L 01 0� 51M. �G J`� SS � '2 �,,,� � TRUSSES �• �� �v ,..� s �,. (119'-4) Gsy-1-?� '�' IYPE A ,��y �a��.�e J N sF O�J �"J ``� �� I I N J p •� RE: ,,-�- L �� i a o c� .�°,.�' I ; � �s� �ro ,aRC ���►. � y�.� _ x � o�-- � x i x � ��.��' �2a'„ ► � x DA`��'c J �`'�J `�= vJi�� � 24" 0 24" , I N d'v v I � �J � ` � � =Nt W10 X 15 OR (3)-12" M.L. OR W� �`�`'�-� Q�,p, I - n � � � � 6 3/4 X 12 G.L. (fLUSH) a.v_ �,�1� �O I i I � �n (SLOPED) �N N ti'S L�' � � � 2 X 12 . I " tO 8 �"� (2)-16" M.L. (OR) W12 X 16 �y OQ-1 �1`1 � � 16" g5 �x x (OR) 6 3/4" X 13 1/2" G.L. L� J I � N� �?J` 2 X 12 I j� (SELOW) (HORIZ.) `� 2 X 12 � 1 � X > >0� TRUSSES TYPE A (2�-2�X 12 2 X 1�2 Jv �; O 16" ' �,, 11 � 16 � 16 N �� � � �o �• � S G �J 9 I � N� `oA�� +,���� STUB �� S1 �� I �BOT. OF BM. EL. = 110'-0) ��l�o,�°, �1 �B� ?��R,� 515 ����J` � I c��J COL. �3 -16 M.�. (OR) W14 X 22 (2)-�2 M.L. (OR) L �v o � „ X " (3)-2 X 12 5 1/8 X 10 G.L. � � ) �`�' � O J �'� ; ( R) 6 3/4 16 1/2 G.L �� �� 4)-16" M.L OR O Q � "�'� �, � 2 X 1�� � W12 X 14 (OR� 1- -�- `�� �S, �2, �� �'`�(i3, -l-O.,,;�� O 24 � �� v� (BOT. OF PL. EL. = 112'-4 (111'-0 3/4") (111'-0 3/4") �SIMPSON I , (110'-11 1/4" 8 3/4" X 21" G.L. ,`ti � .�.1 �o,o c 'QJ 'S'J � 'l rp I ; 3 I ,��y` `,y�' COB HHU-T� �` (3)-2X12 - - - - - - - - - - - - - - - - - - - � - - - Lo�l '`, J`' - - �` - - - - �s������ I � �: HANGER - - -e' - '�= - - - - - - --� � � I �y+ 1 �• (111'��0 3/4��) S.NB � 5TU6 r 71-18" M.L. (OR) W18 X 40 � 4 -2 X 6 ��'/-2 X 12 `p�i` (3)-2 X 12 FpJ •( I . � ry1� '4� ,�OJg'r�1 3 1/8 X 12 G.L. OR) COL � S (' " 8 COL. (110'-11 1/4") (110'-11 1/4") 2 X 12 ` �`�" �l�c'�Q 2 X 12 �2)-�0" M.L. (OR) �4)-2 X 12 COL. (OR) 8 3 4 X 25 1/2 G.L. (BELOW) (HORIZ.) � O 24„ � �9 � "�1 L�����' � 24" (2)-10" M.L��(OR) o A1TIC f100R SIM. W/TOP � (4)-16" M.L. (OR) I SIM. � 3 1/8 X 15 G.L t . � JOISTS 2 X 8 FLANGE FLAT 8 3/4" X 22 1/2" G.L. (OR) I 19 � SS (BELOW HORIZ.) '� �o ' � �6�� 7 I W14 X 22 (BELOW) (HORIZ.) 9 S5 � � (2)-2 X 10 �3 �� (3)-2 X 12� S5 ( (110'-11 1/4") � 3)�2 X 12 SIM. � �A�. �SI��NG� I >>2�-4 �2�is,x2 �o�iio�-ii v4�j - - - - - - - - - - - - - �- - - - �3j-2xi2- - - � - - - - - - - -��io�-ii ija��j - - - - - - � Y � I � x� - - - - - - - - - - - - - - - - - - - - - - - - - '' - W 2 x ,2 �2,-2 X ,2 2 x ,2 ' �00� ��AMI I I� �i�•A I I � � :r - - - - - - - I 2 X 12 � '� '�m 51MPSON GLT � 16" � 16" �° 7 O 16" 8 '� 2 X 12 � � I �� >> � ao i,_ HANGER SLOPED � n� SIM. SGAI� V4" 1�-O (112-4) � 24 �J �. �- c.i ,b c� ?.� � � ^o AND SKEWED �J 55 SS � � 12" ' � SIMPSON `� �' O o�o o�.: xJ �cn HHU-TF %;� -/- �� �`�'`�o 'O� .. `�' (HORIZ.) (�LUSH} �sJ � NOTES: �r1 CoPYri9ht � HANGER ���? RJ .°D '`9 300 = �J '�2 2 -12" A�.L. ( R 5 1/8" X 12 G.l. .��� I Arnoki/Gwathmey/Pratt ��'p O '�' .�� � �� �cn / �p A,B., 19 Architects,P.C. / (2},2 x ?�'QJ � .�'LG�% �x � �O,p�',, �•,� 2 X 12 2 X 1 '`��,'A.J �,.� All Rights Resenred 1? �' �,� � �• � J�,,J� �� � 24,� � 24" yJ�> > � S5 1. ALL COLUMNS SHALL BE 3-2 X 6 UNLESS OTHERWISE NOTED. � ��LUSH � c2.11h 1 �r �-, �G � 6' 9:� � This document,and the ideas ��J / �SLOP�� SIMPSON HUTF �'�'pQ� '�� N `ry`��`p x� �. �S� �" ���J SIM. anddesignsi�corporated � / � Q�1 HANGER SLOPED �� �� �cv � J •pJ - g Nni O,o u��•< I 2. ALL BEAMS AND HEADERS NOT OTHERWISE L4BELED SW1LL BE (3)-2 X 8 herein,as an instrument of `� L� �% i- AND SKEtiVED �''S1 ` - o ��+ -h �_ `pQ'� �� tp professional service.is the +� v o�'� �''�✓ ,6 �O c�`Z'1 `�� v ���`r��? ,�� ,��1. `�G�' xi �- ?�� J I property of Amold/Gwathmey/ �' ,�' �l• �o� i Q- J j o Fp �, .�- � �,, �, N_ .., �r ��? 3. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND 80TfOM, SHALL Pratt Architects,P.C.and is � � +'� 1 � _r, `1`O� � J •� �� � ti�•,��,��Q ��. N� x N �G���2-}-� X �2 � USE SIMP50N IYPE PLATE CONNECTORS, UNLESS OTHEIMISE NOTED OR not to be used,in whole or in '�' � ,• 1 � � .. i c� x N N� S � �� SHOWN OTHERWISE ON DETAIIS. PROPOSED SUBTIMIONS BY part.without the written � � � �,1 1� Jg�.y\ � �� 2 X 1�2 2 X 12 `�1�`�;.�L � 2 'S' -�"�� r 0 � 24 � C O I Y T R A C T O R S H A L L B E A P P R O V E D B Y E N G I N E E R P R I O R T O I N S T A L L A 7 1 0 N. a u t h o r i z a 6 o n o f R o b e rt L. � +� � l�.�p N �rN 0 1 6 � 1 6 �1,��J�1 a� � S� ,2,, r�.p, � Arnold,Edward Ma Gwathmey \ �' � '�� � c��° �L� v 55 ��OF`cC� I 4. INDICATES TOP 0� PLATE OR BEAM ELEVATION. Jr.ar Henry Pratt. L �?�. 2 -2 x i 2 (2)-2 x �2 0' . ( ) ♦ (2 -10" M.L. (OR) (2)-10" M.L. (OR I 1,. 5 1/8" X 9" G.L. 5 1B" 9" G.L. 5. AT FLUSN FRAMING AREAS PROVIDE SIMPSON U210 SLOPE OR U210-2 SLOPED � -j- � � AND SKEWED CONNECTIONS FOR ALL JOISTS W/ SPANS GREATER COL RE: ARCH. � 'L `�' 2 X �2 2 X �2 � THAN 5'-0 AND 5-10d NA1LS FOR SPANS LESS THAN 5'-0. 1/4" STL PL. EACH � ��J � �2�� � �2�� 5 2 X 12 � 24" I 6. CONNECT'IONS SHOWN IN DEfAILS ARE FOR GLU-LAMS Date iC-2¢_�o � - - - - - - - - - - - - - - -- - - - - - - - - - - WHERE MULTIPIY BM OPTIONS ARE PROVIDED. M1CROlAM S1DE W/(8)-3/4" � �2 / �g CONNECTIONS SHALL 8E SIMIIAR. I�' STEEL OPTION IS DIA. THRIJ BOLTS \ -f'� / SELECTED ADDITIONAL DE7AILS WILL 8E FURNISHED. Revised: 4 X 6 R.S. W/(4 \ � � s`s2 / S5 �5�1/8"X 9 GOR) (2)-10" M.L. (OR) I S5 20 JD'3p'qD S5 7. REFER TO ARCH. DWGS FOR ROOF PLAN INDICATING ROOf � " " .L. 5 1B" X 9" GL. � SLOPE, RIDGE AND VALLEY LOCATIONS, ETC. �� �� ��:�{,,, 1 ( �.nf 1 2° �w. x 1'- / l I- (4•q0 � DL4 Xw102) o 00 0 0 �G SCREWS � � �� �� o o � LAG SCREIA►S 2 X 12 / . � - - � � 24" �, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( � � � \ � � / � COL RE: ARCH. 20 o � , �� SS o , o o ° o � , � . , �rr t� � � � _.r: 0 0 / � � o o �a � � �y ij 0 0 - � o o � � � � -. .... � 3,, � � . • �p � \ f • � 6 X 10 R.S. ,� � ' �. \ . , � "� . � 1 �� � � �.' Y �� � ^� . � � � ( / . ' � 1 � � \ � � /� � , 1 11 1/4" STL PL EACH S1DE W/(8)-3/4" � �AT�._._-.---.__ � �. DIA. THftu Bo�rs � BY_.__..._-----=�, COL RE: ARCH. � � � " ' " , ' -- 1 1/2° __ � -- -�—� � 1 1/2� I � 4 -1 �� ) /2 DIA. LAG SCREWS IN 1/4" STL. - F 6 X 10 R.S. • � TRUSSCONN CTOR ' Sheet Number II T�USS TYi�� � ���VATION TRUSSMEMBER i i i ::�,: � � � ,/2�� - ,�_� 2 ,/2�� ;2 ,/2 � � },�� - ;.� - `; . �;=�� �::; �; , , . _ . �';`. .. . I • • '� . � 2 X 6 � 16" ROOF SHEATi-IING ' � O.C. EX7ERIOR ROOF SHEATHlNG �2�-7/8" f� IHRU-BOLTS � ' S1UD WALL I iJ �/�i-" ✓�1, ��� - - 2 X 10 NAILER RIPPED W/ 1/2" 6"_12" - ROOF JOIST '�'•" f� 80LTS 0 - f�OF JOIS7 NOTE-ROOf SHFATHING AND JOISTS (��i'+G1-t �v"� � � 2'-0 O.C. ARE NOT SHONNV F'OR CLARIIY. , � • � 2�� �yp�� �LOOR SHEA7HING ` � � _. RE: P SIMPSON J015TS STONE RE: ARCH. � � j � 'I,� LB212 }2E: PIAN !Q,�-3/4" f� - RE: PLAN •2 X 8 W/ RE: PLAN THRU-80LTS � � �° , j��:� , , �4•' PLYWOOD IN 1/4" STL. PL. o o � � �_ BLOCKING RE: PLAN � � � ����' , o o GLU-LAM BEAM , � JOISTS R�: PLAN - — -61--�-�-b- � � " .. . . . . • :r 1 � , � ;/� , � � _ ��� • .�� ��f � (2)—���� a r��u—ao�TS � s�, , �� �� �� �� � ' � CC COLUMN CAP * - 4�I 4 ( 4 I 4 � 4 � � � `� STUB COL. ^� •� x� 4� !' 1 f1" BOL75 0 O O I 1 1 I l I �;,��V � .'' 2'-0 O.C. i � ) „ ' � (iNRU/BOLTS 4�� I 4�� � 4�� ' q,, . �; : � h; JOISTS STL. SM. FLOOR JOIST FLOOR JQIST � I I � � GLU-lAM BEAM '� �. RE: PLAN . � � � , RE; pLAN RE: PLAN RE: PIAN 1 I 1 51MPSON U210 � � HANGERS COL RE: PLAN - �/(� , _. , ' � �:�`�. z, (2}-2 X 10 ' � W/ 3/8" PLYWOOD - (3)-7/8" � T}iRU-BOLTS . �" ��, � BLOCKING SIM. SECT. 4/55 ` �_-;� ,� � .� S ECTI 0 N 17 S ECTI 0 N 13 � S�ECTI 0 N 9 _ _ S ECTI 0 N 5 S ECTI 0 N 1 �� � _ . �.�� ` � 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 � 3/4" = 1'-0 �-i-� c . �•. � . F � `� . � r �n 4 ,� o 7/4" X 4p STL PL . �-- � � � 2 X 4 NAILER 2xCo � tU" O•C �{� FLOOR SHEATHING W�� T� $�'�' ROOF SHEA7HING �E�p� RIPPED W/ STUD WALL 1/4" STL PL .�, � *h.{ 1/2" ¢ SOLTS WELDED t0 8M. '� � 2'-0 O.C. �} . RE: PLAN 2° X NAl1.ER � "' . BM. RE: PLAN � 3�4'� PLYWOOD DECKING �. o--o --� �- � � :., . , o—o --� --"' — y .� „ � N 2�(oC�' 1(0" o.G tO srEE1 6EJ�i r i. � I I STUD WALL i 2 X 10 RIPPED 1/2" � BOLTS LADDER FRAMING , � �* '� 3�� 3�� 2�� A 2'-0 . ��S? / _ _. , � _ FLOOR JOIST D�CK JOISTS RE: PLAN SIMPSON LU HANGER RE: PLAN � � � _ . L8 X 8 X 1/4 X T' STUD WALL EACH 51DE WELDED TO STL. C�+ANNEL W/ (4)-3/4" �TN�z11 NOTE: PRONIDE Si1FF PL EA. StDE - BD►-T� 8" X 17" X 1/4" STL. - r�. ON OPP. 5{DE O� BM. OF 8L1 O �, ; S�ECTI 0 N 18 S ECTI 0 N 14 S ECTI a N 14 S ECTI 4 N � S ECTI 0 N 2 3/4" = i'-0 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 � SIMPSON ST62 ` • 1/4" STL. SADDLE �� �. S1DE SOUD k. � ROOF SHEATHING �2 w/ 3/4" � 77�RU BLOCKING STONE RE: ARCH. 80LTS AND 2 R00� JOISTS 314" � lAG SCREW5 X 8" ' RE: PLAN '� RE: PLAN �, FLOOR SHEATHING �RE: PLAN � SHEATHING 2+`� 1(i o C i 2" GYPCRETE STUD WALL ROOF SHEATHING RE: PLAN � RE: PLAN 2X6 � 16° f • . . . . • . ZX Co�� ll�"O,G, WALL ON BM. BLKG. AS REQ'D ; , � 2 3/4" 1 1/4" 6 1�" RE: PLAN RE: PLAN DECK JOISTS STUD WALL - Ra-P� oCopyright � RE: PLAN AmoldJGwathmey/Pratt -,�,.�,.�.,.�.�........ RE: PLAN � y Architecxs,P.C. 3 - 2X6 2 X 6 � 16 O.C. FLOOR J04ST � � �� y � All Rights Resenred LOAD BRG. WALL 4 �„� � ��.�! w r� t:�:i �; 4 RE: PLAN g�.�• : �.` `; ,` '' t A �� h� � � `�' �', '�u � This document,and the ideas � � � "�m e: � �3` � Et, '^� � � and designs incorporated �- R O O F J O I S T S COLUMN NvT�� C� SIM• °..�E�."f-{�+J � � ---�- � ' � ��"` herein,asaninstrumentof a�NC�L►=- = qo' prufe s s i o n a l sesvice,istt►e � � � ProP�Y of Amold/Gwathmey/ ? ��� � � g'"'�.�.. `� � /� � r, Pratt Ar�chiteCts.P.C.and is � " y 1� 1t�� Q � not to be used,in whole or in ' NOTE-� SIM. SECTION HEADER 4 8M. INSTEAD OF WALL � part,without we written '� BM. RE: PU�N authorization of Robert L. 3 1/2" s Amold,Edward M�Gvvathmey � ,lra'Henry Pr,�tt. k S ECT1 � N 19 S ECTI 0 N 15 S ECTI 0 N 1 1 S ECTI 4 N 7 3 -2 x 6 S ECT!0 � Y--3-.-_..�...-...-�_._..w...M..��..�, DF�TE_.�..�....____ 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 ��� IN WALL 3/4",,,,_ ,• , , . � 1/4° STL. PL (15)-3/4�� � THRU-80LT5 , ,�,tti.. D��3-. 2a:=`�..�; � ''� Revised: � � oa2� NOTE-R00� JOISTS \ i d24-��?' _ . __ _ _...'- 2 X 10 NAIIER 2 X 6 � 16" AND SHFATHING NOT SHOWN � � RIPPED W/ 1/2" O.C. EXTERIOR �OR CLARITY �� ' � �Q•�jD•�O f� BOLTS @ STUD WALL 1/4 X 4 1�/'2 BENT PL. CONN.(EA. SIDE) � �`� . �� �� ���w� 2'-0 O.C. „ �� 2" GYPCRETE RIDG� 8M. RE: PLAN W1(2)-1/2 f� LAGS TO TRUSS AND _ 4—� �N' _� (1 � (Q-��'i� 4„ � 4„ ' RE: PLAN SIMPSON 2 X 6 EXT. STUD CONNECTOR H�� (2}-1/2" � THRU-BOLTS IN �IICROLAM _ _ ,�� 1Bp - STONE RE: ARCH. L.B212 WALL -'��'�'" '—'3u - 1/4" ST�. PL. SADDLE (2}-2 X 12 W/ --- - (INVERI'ED) W/(4)-3/4" (2)-3/4" � THRU RE: PLAN 3/a" PLYWOOD 2 X BLKG R00� SHEATHING 3 iB" � THRU-BOLTS � 3" BOLTS EA. SIDE BLOCKING 2 X DECKING I � 1 I . • 3/4" FLOOR SHEATHING RE�AN 3„i3"�3••�3„� � o JOISTS RE: PLAN _ .. . . . o �i4�� s�. �� wf i � � � � �z�-2 x � � O O . . . . . 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