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CASCADES ON GORE CREEK LOT 6 Unit 6.pdf
_ _ ... .. . _ _ . . . _ , .. , , . . . . . . . . . _ _ . . _ . _ . . . . . _ . _ _ _ , _ _ __. _ ��-�- � - - - �- -- - . _ _,,.�.,.� . . . , , 1hBBi?E1/ 1 �4TION5 DR�4W I1�1G I NDEX GwaThmey � � � � � � -7- � }� � � �� Pratt AB ANGHOR BOLT I I � UVIL (EXISTING PLANS - JUNE 1992) Schuliz — - --- --- I „�,�»..,, ,, , ABV ASOVE - - - - � I I � � � � � � � � � � � I `1 � � u . ,� V., .�.. AD AREA DRAIN G-t EXISTIN6 GOND�TONS MAP � � . � ti�«� � ADJ AD.1AG[NT G-� bRADINb AND iJRAINA6E PLAN � � - �� . � � - G-3 UTILITY PLAN AFF ABOVE FINISH �FLOOR G-4 SHALLOw tlrlLira' PI,AN ALUM ALUMINUM ALT ALTERNATE _ _ � AP AGGE55 PANEL _ _ ARGHITEGTURAL � G AN6LE B.O. BOTTOM OF - — � - - --- - AI.1 SITE/ LANIx,�GAPINb PLAN Z GLG GEILIN6 � GI GAST IRON � \ - EXISTING ELEVATIONS � GJ GONTROL JOINT � Qc GENTER LINE ` A�.I ENTRY LEVEL P1LAN � COSGRIF ` PARCE L A2� UQQER LEVeL Pi..a,N �t GLR GOLOR � � A2.3 ROOFPLAN , n GMU GONGRETE MASONRY UNIT —'—�--____ _ TOWN OF VA 1 L A3.I SoIIrH ELEVATIpN v _ GO GLEANOUT `� - ,� EAGLE COUNTY . COLORADO 70WN OF VAIL A3� EAST ELEVATIOM Z DESIGN REVIEW A3.3 NORTH ELEVATION � GOL GOLUMN i ! �\ . �� A3.4 WEST ELEVATIOM W .GQt� �NGRE� _ _ _ _ .` STAFF APPROVAL ` �, n.a� eui�ir� secTiorrs Q _ . �.Q1�JT_ __ _ �TLN�OUS _ _ _ � A5.1 WALL SEGTION — W _ DU DOU6LE WALL OVENS ' ' ��: �/ L 3/G� A52 N1ALL SEGTIDN � QI - - -- � - � - � T� � V DW DI51-IWASHER Ab.o pppR Q WiNDO1W SGHEDULES ea eauA� - - — \ STAFF: !� T — FD FLOOR DRAIN � ^' (EXISTIN6 - JUME 1997a � � FDN FOUNDATION ll � --- - - -- -- � - - _ -`y-' '0n FIN FINISH _ _ O FLR FLOOR STRUGTURAL �� V ° L!L�a Z FOYV. FAGE OF NWLL(STUD,ETG) ` �bv 1 52J FOUNDATION PU4N 1 ` -- — -- .. FT6 FOOTING � ` � Z � � � �o _ -- -- - -- - - -- .. � * < S �s�r, C�.�Pi GQP 522 EN1RY LEVEL PIRAMIN6 PLAN _ O O 6YP GYPSUM WALL BOARD ' k �3� ,,���--- e � NU� � J 523 UPPER LEVEL F�2AMIN6 PLAN � - F 1 GL GLA55/GLAZIN6 ��. � ,� : "��-�.;�� • 52.4 RDOF FRAMIN6 PLAN � -� � � � -�� --- - � - - - - '� . � �� \ w� �' � 1 � 53.0 GENERAL NOTES/ SPEG5/ FOUND. DETAILS W � �� HM HOLLOW METAL \ ``' � � , o.� < . ' I I � --- - - - - -- - - - - - - . . i - . � �, . \ � =<. � A � ��� O ' v"Lr5 53.1 FOUNDATION DE?AILS ^; Q � HT HEIGHT N� �, � n+eant�w okrve ' � V �'� INSUL INSULATION � � �, �� � � * �;. � - 532 ROOF DETAILS �� � KIT KITGHEN - - - �' . J LP -- LOW POINT -- - - � , q j �' �, �- � O -- - -- - �ili ����i„ � ' , ` "� MEGHANIGAL MO MASONRY OPENIMG �� � _1, ' `, � Q � _ � � v - — �� ,�, . , MTL METAL � � o �� DE516N BUILD NEG NEGESSARY w ,, � � %- � NIG NOT IN GONTRAGT �� I y ;r� ip� � ��,� � � �� � � �' I � � � NO NUMBER - - - ��:. M �� � i i � . ` 0 1-� �- � --- -- - - - - - NT5 NOT TO SGALE '�,'.o�Kr�' � ELEGTRIGAL -- - - - - - - �= ia ` �. OH OPPOSITE HAND � OP6 � OPENING � o � DE51GN BUILD PL LAM PLRSTIG LAMINATE R � C E I V E D PLBG PLUM8ING �U�- I �T ZOOI - -- PL PROPERTY LINE � SPEGS (EXI5TIN6 - JUNE Iqq2) PLWD PLYWOOD ° - - - __ - - - - R RISER � � " _ _- - .- _ - - . . -- - -- _- . ; PMI DIVI510N5 I -4 RD ROOF DRAIN PM2 DIVI510N5 5-? � - - - - - - - -- - -- ----- � - - � - - -� /� PM3 DIVI5tON5 8-9 REFL REFLEGTED _ _ _ _ LOGI� TOR PL� N - I1tS Prta DIVISIONS 10, II , 12, I5, Ib REQ REQUIRED - -- - REV REVERSE -- - - - - - - _ R�` �L- -��H -- - RO ROUGH OPENING - - _ - -- - - _ RM ROOM _ _ 5�` - 5��"T - DIREGTORY SYMBOLS 51TE / ZO� NING INFO °µ '�-���� � _ _ - - - _ ,-�- ��� . SIM 51MILAR _ OWx�R LOGATION ti �..�n M, SOS SLAB ON GRADE ' "rRRENGE FERRY : . , .... _ _ - -- -^ _ SPEG 'D sPe� �F �EO _ A'' "'`5T""""=" °'e:,�, .� ROOM FINISH SYMBOL / KEY TO ROOM FINISHES �AS�ACES :, � �o�� ���E �� � � � '° -- ,.� � �o��u.�o aies, � m SPEGS SPEUFIGATIONS - - - - RGHITEGT 3Q0 WEST!-tAVENI DR VE I �6 PARGEL ' STD STANDARD _ _ _ �✓� ar..U _ Y a2n,rr scNU�rz nrx„HirecTS P.c RO:JM �;4ME % NUMEER GE ! LING HT VAtL GOLORADO STOR STORAGE '� CCC E °RONrA6E ROAD V/E5T . .- _ _ _ - . . . . _ .. _ v.a � �_ �o_�R4DC 9i6°� (9'10)4'76-i�p' _ _ _ .. . __--_ _ _ . _ _ ___- __ � - v VARIES(SLOPED� GENERAL GONTRAGTOR �� �� J� o� - -- FLOOR BASE -- ' WALLS GEILING SITE GOVERAGE ����� T TREAD G GARPET 1 PAD � LIMESTONE TI '�E u�' ?'EtTURED G�'P GP �xTURE-D 6�'P TEL TELEPHONE � � GO SEALED .'.ONGRET[ yT STONE 'v5 SMOOTH GYF 65 5^^OOTh GY° REV. "I/12/OI � �- � STRUGTURAL ENGINEER L LIMESTONE TILE T TiLE GT PiRE TAPED GYP GT FiRG TAPEG GYP SI'fE = .OQ4 A�G = 4 ,Oa5 SF THK THIGK/THIGKNESS 5r STONE V V W�'L P PLASTER P PLo.STER TYP TYPIGAL ' T�LE w wco� 5 Srucco 5 SrUGGC HOUSE FOOTPRIN'T = 1556 SF ---- - -- � � '- r TiL� 7 TILE T.O.D. TOP OF DEGK I NG - _ - - -- - -- ---- --- INTERIOR DESIGN GONSULTANT W WOOD Yv 11cOD TOTAL SITE GOVERA6E = 90 T.OS. TOP OF SLAB wF wP.�� P�PER - - _ . . __ -- �. > - - - - GRAPHIG KEY TO MATERIALS DRAWING SYMBOLS BUILDING TYPE U.N.O. UNLE55 NOTED OTHERWIS SPEUFIGATIONS ^-r^�- F�ooR o� secrioN sYMeo� v VARIES ""`' �AR�" ---4.-. �"n' 9- sPOT e�evAnoN � oR�.wiN� �a 5H[Er� SRCUF sc° :i Vl _ ION : -- - - - - - --- - — Y w/ WITH GIVIVSITE ENGINEERING i srotrE � P�rwoo� u: 000rzrz pYP7BpL w/o WITHOUT - - wn — , ' Y r � DETAIL 5'+'NBO� . GONGRE�'E . � � � % BATf INSUL'N O WINDOYV SYMBpL 5 pRqryING • WG WATER GLOSET y- ' � . ' b ^ sHeE?• W/D WASF+ER/DRYER SOILS/GEOTEGHNIGAL ENGINEER — -'--,- , �INISH FLDOR ELEVATIONS WT WE �GHT � _ _ _ STEEL � R16�D �NSUL'N INTERiOR ELEVATIDN a � SYhBO� SheetNumber . --_ _ __. _. .. � . _._ — . _ __ — . _ _ - 3 � DRAYVING p PROPOSED _ -__ _ . _ - . - . - '' - b RGHSr�J� � r��v� _.. ,•,,C.�p 48i � . SNEEr • - GONTOUR ENTRY LEV[L = 80�I .5 ' _ _ Q REV s �ti ExiSriNG LocCR LEVGL = � C: I � ' , 5'rM6�L :ONTOUR � ' S ISSUE RECORD FLAT-SEAM GOPPER ROOF ON ULT ISSUANGE . VIGOR IGE d WATER SHIELD 04 .04 .05 BIRD SGREEND V�NT �'ERMIT SET EXIST_ FRAME WALL 04 . 14 .05 EXIST. FRRME WALL NEW STONE VENEER - REMOVE STUGGO FROM BEHIND NEW �/ENEER 2-2xb � 24" O.G. - NEW FLA65TONE LANDING ,_ _ �' `y 2-2x6 �� _ - - - _ _ - - UPPER EDC7E OP LANDING TO � Y ��� �� � � � � - --�-°�' - ' - -- � EXIST, STUGGO OVER SHEATHING - -- . R'IRTGb �TON€ TR€RD� �_ _ - -- � _ _, IN6 PAPER - I D - - _ AND BU L PLUG OVER FASTENERS W/ - _ �—' _ _ _ _ MATGHING R.S. GEDAR - TYP. � � STONE TRAEDS - EXTEND I " �f � II BEYOND STONE RISER _ _ _ � ;� - - - - - o I REMOVE AND - - - - � -- - REINSTALL HANDRAIL NEW GOPPEFZ FLASHING _ - -- - - - - I --- - -- g RE: STRUGT POR ALL MEMBER SIZING AND GONNEGTIONS _ NEW I �" DIA. STEEL ' - A-e HANDRAIL PER GODE __ _ -. - - - EXIST. POSTS TO REMAIN r _ o a ? _ - - — -- IMITS OF li --- APPROX. L _ � � _ UTILIIY LOGATION � 0 0 - � REMOVE AND REPLAGE TRIM ' ' _ � - - - -- --�,-- -= W/ b "xb " WD. TIMBER TRIM � - � ALTERNATE MORTAR JOINTS LOAGTIONS W/ WINDOW IN STONE 1, � � ; � N AS SHOWN - PROVIDE 2-S�e"DIA.xlO " LAGS ! � , TNG VERTIGAL SIDING L.L� EAGH MEMBER r , � � � �� - - - - - - V F1EW STONE VENEER - REMO�/E - - HU5G26-2 HANGER � I STUGGO FROM BEHIND NEW - - __ _ - _ _ � � VENEER �/ I..�� `� 2-2xb � 4 �t O � p A_8oi � � o v m ^ � � p o � � � o �1 UT I � I TY � �1G � OSU �� ~ � � � � �1Tfi�Y ST � I � i� l. � �l STO �1 � � I �li� O �l � � � �l � T I O z g � � ~ O Z N O W � � J U � 5 � J � A802 A802 A802 ; SG,4LE : I /2 " = I ' -O " SGALE : I /2 " = I '-O " SGALE : I " = I '-O " � w � � U �/ i WIDTH VARRIES �j � U EXIST. STUGGO • NEW FLASHING i FLRT-SEAM GOPPER ROC + � / � ON ULIRA VIGOR IGE 8 � WATER SHIELD / EXIST. FRAME WALL 2-2x6 VERTIGAL (3 PLAGES) /� HARDWEAR FOR w/ 4��"DIA.x6 " LAGS EAGH � I 0 0 o REMOVABLE PANNELS EXIST. TRIM TO REMAIN � EXIST. SHEATHING GUT OPENIN6 FOR AND BUILDING � METER READING - PAPER � LOGRTION VARRIES � NEW STONE VENEER > TNG VERTIGAL �MOFROM BEHIND NEW - - � � � � � � I - - � SIDIN6 FLASH 8" UP WALL - VENEER I I I I � I I F R I TZ L E N NEW GOPPER FLASHING y NEW STONE GAP PATGH/REPAIR NWE STONE GAP T-� -� - = P I E R C E = AND FLASHING ABOVE STUGGO AS REQD. NEW STONE VENEER - REMOVE EXIST. STUGGO VENT GAS _ REGULATOR - - FftOM BEHIND NEW VENEE I _ - -- - TO OUTSIDE 0 0 o a NEW STONE GAP _ --- - �>-�- , - VENT GAS RE6ULATOR Tc � � TNG �/ERTIGAL - - OUTSIDE _ _ - - _- -- �-_- _ _ , . ° SIDING NEW STONE VENEER - _ _ I REMOVE STUGGO FROM n-eo2 BEHIND NEW VEh1EER � ARCHITECTS A-801 � 650 E Vail Valley Dc Fallridge C-1 Vail, CO 8� 657 vailarchitects.com fau(970) 476-4901 (970) 476-6342 UT I � I TY � �IG � OSU � � � � � Y � T . STUGG4 � I �1 � OY� � � � �1 � T I O �l UT I � I TY � �1G � O � Ufi�� i� � � �l D � T,� ILS 6 4 2 A802 A802 A802 SGALE : I /2 " = I ' -O " SGALE : I /2 " = I ' -O " SGAL� : I /2 " = I ' -O " � � � � NEW STONE VENEER EXIST. SHEATHING ON EXIST. FRAME WALL , BUILDING PAPER NEW STONE VENEER �ry� NEW STEEL ANGLE RE: STRUGT. EXIST. SHEATHING ON EXIST. STUD WALL ISSUE RECORD EXIST. SHEATHING AND BUILDING PAPER � � p ' NEW GOPPER FLASHING BUILDING PAPER ISSUANGE PATGH EXIST. SlUGGO FINISH - AS REQ'D. 4 Ao � BAGiGER ROD NEW GOPPER FLASHIN6 04 .04 .05 S �� - y� cAUL�c - � , — P�RM I T SET cAU�K ���� � � � • � '� —� �'� ,'� ,'� r�w 6 °xi2 �� wn. �eAM - � ,� 04 . 14 .05 ! � �tb "' � : srRUCr _ � ; � NEW GOPPER FLASHING �� � -.� _ � I� SLIDE UP BEHIND STUGGO I " � � � (� ��. - � ` �r NEW 6 "x�. TIMBER TRIM � �Ii c��� �'� � g ` s� ' NEW STONE GAP � � ` � r � `� ,,d''�rGAULK BETWEEN ALL I I ' b " � � NEW STONE VENEER � � DISSIMILAR MATERIALS � � � REMOVE EXIST. STUGGO NEW GOf'PER FLASHIN6 FROM $EHIND NEW VENEER � 'y� _ � �� �� � � � - - - - - ti- NEW b "xb " WD. TIMBER TRIM G � i� � G � � � � 1� S � G T I O � NEW STONE VENEER EXIST. STUD WALL REMOVE EXIST. STUGGO FROM � BEHiND NEW VENEER - TYP. A801 5T0 �1 � - STUGGO S � GTI O �1 SGALE : I �� - ;�_� 6 ` �� ABO� . �� _ �_ ,. � I �1 � 0 � I �1 5T0 �1 � �` SGALE . I I O 4 �S A801 SGALE : I " = I '_O " ( EXISTING FRAME WALL ` �` � EXISTING SF+EAT+iING AND � � BUILDIN6 PAPER - �- � EXIST. METAL EDGE � REMOVE AND EXIST. METAL FLASHIN6 REINSTALL HANDRAIL NEW FLA65TONE LANDING L � � U RE : DETAIL 5-A802 ` v i ; i _ ♦ e • EXIST. WD TRIM , l (j � NEW STONE WALL AND G �� W _- _ V � � � � f MATGH TREADS O /� n � � OV STON EDS � v • 2 TAIL 5-A802 EXIST. GOLUMNS TO REMAIN r , v o � EXIST. TRIM TO f2EMAIN � �//.�` /� • 7 • � v � � p o N E W G O P P E R F L A S H I N G � 1 - ' RE NS ALL HANDRAIL ¢ � Q �. S �.� °" Z � p � i ZN � � NEW STONE GAP � �' o 0 0 � EXTEND TREAD O � J U � � I " BEYOND RISER � � F1EW STONE VENEER ` , � � � � I � > a REMOVE EXIST. 5?UGGO T.O. FLA65TONE I ' i - 60 MIL. SELF FROM BE+iIND NEW VENEER BELOW INTERIOR F.F. ADFiEARING MEMBRANE w I I TREATEfl LUMSER Q EXIST. FRAME WALL I � �t / � WITHIN 12 " OF GRADE i � T � - -- - - I i � � EXIST. FOOTINGS � � � I �l � o � � 5TO �1 � � � � 5 � � Q / � . U . . : , - ;. _� �,.- . _ ;�, ., v. v, ��� ,�,-�. , _ _ , ,:i _ � . , _y._ 3 ,-- — - -- A801 SGALE : I " = I '-O " exisr. 3^ I GRAVEL BASE f n � h APPROVED � � �� : ��„�„�„� ST � I � S � GT I O �1 � � � �owluo� v� 2 � , /�� A80I � SeeUOn � Intsm�fioml BuNmnO CodM�o^al Residantlal EXIST. FRAME WALL CodeValidityotpl�ML71Mbt�I1C9 ��9��� � e ��� shall SGALE : I /2 �� _ � �-� �� I not be construed to be a p9rrtdtfor. o► an aPP of, any violatian of any of the provisions of thLS Code or of arry oMer ordinance of the EXIST. SHERTHING AND BUILDING PAPER jurisdiction. Permitspresumin9togiveaulhoritytoviolateorcancelthe provisions ot this code or other ordinarices ot the jurisdiction shall not be GUT STUGGO AS REQ'D. - INSTALL valid. The issuance of a pertnit based on construction documents and GOPPER FLASHING UP SEHIND STUGGO 1 " otherdata shall not preventttre building ofticial from requiring the eortection ot errors in the constnution documents and other data. The GAULK building official is also autharized to prevent axupancy or use of a F R I TZ L E N structure where in violation of ihis code or of any other ordinances � EXIST. FRAME YVRLL 1hlsJurisdiction. ' � t NEW GOPPER FLASHING �ATE P 1 E R C E SLIDE UP BEHIND STUGGO I " pUWSEXAM�NER: EXIST. FRAME WALL EXIST. SHEATHING AND � BUILDING PAPER EXIST. SV-fEAT+ilhlb � � AND BUILDIN6 PAPER � / � N�W STONE VENEER REMOVE � � � w i \ EXIST. STUGGO FROM NEW STONE VENEER NEW STONE GAP BEHIND NEW VENEER REMOVE EXIST. STUGGO - FROM BEHIND NEW VENEER NEW STONE VENEER NEW STONE GAP ABOVE REMOVE EXIST. STUGGO �, FROM BEHIND NEW VENEER ! � NEW STONE GAP ABOVE r�w b °xb ° wD . r � Meerz I A R C H I T E C T S TRIM � STONE SIDING NEW YVD. TIMBEi2 TRIM � STONE SIDING 1650 E. Vail Valley Dr. Fallridge C-1 4 Vail, CO 8'1657 vailarchitects.mm fax(970) 476-4901 (9701476-6342 � I �1 � 0 � I �1 STO �1 � - � 1. � �1 S1. I I� � i� I �1 STO �I � - i� � � �l D � T?� ILS STUGGO � � � 5 � I �lC� I� � T � I � � 3 8 A801 A80I a.8oi SG,�LE : I " = I '-O " , SGaLE : I " = I '-O " SGALE : 3 " = I '-O ° 1 � ' �� � � � � Q "J � �''� �,��' � v � D � Cswa thm �y Pra tt Schu I tz 4clvucu. Vc. IVEW GONGRETE �0�0 s. konaeg. Rd. w..t SLAB ON GRADE vei�, Cotor�ao m�6D� T�L f»O1416-II4� Psx� f91014�(�-1(.Q � �f �� 1I =�3 --`�. % �� �\ � � 4 z 5� � , _ . ._ �X12 AT 2 �_� ,. NOTE � DOt^tELED NOW SLAB � LINE OF LOW ROOF INTO EXISTING WALL AT � ' �y v , _ DOOR LOGATIONS. -�} V -� — EXISTING FOUNDATION — 2xi � ,4T 2 '-0 " W.4LL 2XI� AT � '-O" � n +ry 6� 12 ���+� �9 �rylry 6 � 1� Q � � � _ 3-ll Z/8" LYL � � I � � GOI.UMN UP -� L� � � i4 ONLY � r ` U ��x �N i L� S � CTIO1�l 1 � O 3/4.� � � �_�„ � V � � � � I/� " X b " BLOGKOUT � O O GONTI IJUpU5 - � � X (TREATEDJ PLATE 4" SLAB-ON-GRADE ^ � Q � � WITH 5/8 " m X 10" ANGI-FOR� � ON 4" 6RA�/EL BASE ( p ' - . id i i � � Y BOLT AT 4'-O" v� / � � , �}. \\ REi PLAP/ B I I ^ n , � a , _— _ — _ � � _ , N R 1 � . . . I �.�. , . _ . . , �'' ' I i � _ . 12 \ %/ L-� LL , � : �-- b � � O � �--_, - . � , � . u ---1 - «�-�5 — _ — , — ..� ,— . � O � � ( n " _ — ._ _. _ _ _ � ' ��-_ - _ . � vi '-_ _. _ -' _ _ _ — - •d' (� �,�/, � � -- , ' '- ' E f ~ LX— ' ;T�• � U � . ��_'_� _ _ . . . . . .� � � � a � � � �: 3 � � Z � CI) w5 AT MID HEI6HT �� y � �\ SZ L f 1-4- � l' % 4 � �4 AT � '-O" X I � - � . _ i NEW ROOF � EXISTING FLOOR RE� PLAN � - � - � � �� � Jp15T JOIST � - � NEW FLDOR BEAM ° II '1/b" TJI/PRD 350 RE � PLAN .O � . . AT I '_4'• ,� . (2)-M'3 � � S � C T I Oi�l � �' �-AN � g 3/4" : I '-O" - LL DEGK �+ � � y� I O ` I ^ � I I�l L � 3/4° _ � '_O „ i. , . 4c,. . . . . . :..:. . . . . . . z ROOF FRAMINCs NOTES : � ��I . ROOF SFFEATHIN6 5/8" ( / SPAN RATIN6). STA66ER PANEL END JOINTS �r'.��ai0er..ias AND FASTEN WITH IOd NAILS AT b " MAX�rM1r� ALL EDGES AND I '-O' MAXIMUM nii��g�i,e,:'�e:�,".d OTHER SUPPORTS (SEE ROOF DIAPFfi2AGM NAILIN6 SGHEDULE SHEET ____ ). nx. aow...��. .na u,. �a«. 3. RE� ARGNITEGT FOR ROOF SLOPES AND BEARIN6 PLAT'E {iE1GHT5 ����gi i w.�e�� proro.lan� l Mr.��u. �• lti p�t Of GMthn ?Y�ll T OTED. �rurtz diw.�ea. P� �w i• .w� w b� wb. m w.oi� or �n rw . ALL HEADERS SFFAL.I BE -2X10 UNLE�.�5 OTHERWISE NOTED, i.LL our o��et Wiuwu�'�ihi HEADERS SHALL BE BUILT OUT TO 5 I/2" OR 3 I/2' WIDTH BY ADDiNb w�t..� •w�iycw� er aaw.a PLYV'100� 5F1�M�' /15 REC.�l11RED. � �� Jr. Wrry R R�u. 4. ALL HEADERS LON6ER THAN b'-0" SHALL REQUIRE T1Np TRIM � � � � � � � � x Y�. 1� / � O O � STUDS ANp TWO KING S111D5 Ef'.GH 51I.�. 5. ALL JOIST HAN6ER5 SHALL gE SIMP5pN LUP, Y� OR L5.°.AJ TYPE HEW �EGK JOISTS � RE � PLOJ�I � � � � ( 1� ur�ess or�xwise rior�. Dats: 2 AUGUST 01 � `� � � L � � `� b. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP ANp BOTTOM SHALL USE SIMP°,�ON PLATE GONNEGTORS UNLE55 NO'fED I/4" = I '-O° OTNERYd19E ON DETAILS. R6vIS@d : ; � '1. ALL EXTERIOR WALLS SHALL HAVE GONTINUpUS STUDS FROM � ' FLOOF2 TO ROOF (INGLUDING RAICE WALLS). �\ � H. ALL PREFABRIGATED TRLSSES SHALL BE ALI6NED WITH WALL 5TUD5 BELOW. V 9. SEE SHEET ____ FOR 6ENERAL NOTES. ' 10. ALL C.OLUMNS SHALL BE C3)-�xb UNLE55 OTHERWISE NOTED, p?p:��H EG�S'J� i ., ,��g,M HF�`�m ; � ; o \ ' � � r � V �? � Ex � SnNG STUD wa.LL �AL� ' . o$ ' oZ ' DI S � C r I O � ,3 Sheat Numbar 3/4u a � �_� ,� � 2 : _ _ ,�� s Cswa thmey Pratt Schu Itz ' GENERAL NOTES 1 . L 1 VE LOADS USED IN DES IGN: 5 . NON - SMR IKK GROUT: �OW� �f V'd�f �4rchiueu, p.c. OFFICE COPY '� 9 ~�g- � �° ve4 Goio.seo si6D� tsi� �»m� a�ro • uai A . ROOF 80 PSF A . NON - SHRiNK GRWT SHALL BE PROVIDED: F�x� l910) 4lb-7i12 1 . BETNEEN COLUAN BASES AND CONCRETE OR W1SaNRY SUPPORTS . � I � ��,'� 8 . TYPICAL F�OOR 40 PSF 2 . BETV�EEN BEANS OR BEM1 BE/+RING PLATES M1D CONCRE7E OR NASONRY SUPPORTS . C . DECK 100 PSF 3 . GRWT SHALL BE COAPLETE PRIOR TO ADOING BUILDING LOADS ABOVE . D . W i NO 6 . MOOD: ^• 1 . BASIC WINp SPEED BS hPH _ (� 2 . EXPOSURE B A . ALL fRnMING /�ND TRU55 LUA6ER SHALL BE HEM FIR , GRADED BY v1 NESTERN NOOD PRtlDUCTS ASSOCIATION AND CONFORMING TO UNIFORN BUILDING E . EARTHOUAKE ZONE i CODE AS FOLLOMS: � 2 " THICK - 4 ' TO 6 ° WIOE (WALL STUD ONLY ) STUD Fb - 675 PSI � 2 ' TO ♦ � THICK - 6 ° � WIDER NO . 2 Fb � 850 PSI 2 . FWNDATIONS: 8 ' THIq( - 5 ' Ac WIDER N0 . 1 Fb = 1050 PSI -t NOTED ALLOMdABLE STRESSES PRE MINIMA�IS AND FOR NONREPETITIVE USES PRIOR TO J A . THE ALLOwnBLE SOIL BEARiNG PRESSURE ASSUAED iN DESIGN IS 2000 PSF . THE CONTRACTOR ALLOWAB�E STRESS INCREASES . SHALL RETAIN A � ISCENSED SOILS ENGINEER TO INSPECT THE FWNDATIqV EXCAVATION SOILS � ENGINEER SHALL VERIFY iN NRiTING THE ACTUAL SOILS CAPACITY IS EQUAI TO OR GREATER B . FASTEN ALL YAOD MEA6ERS WITH COM�qN NAILS ACCORDING TO THE UBC SpiEDULE THAN ASSUMED . TABLE 23 - 11 -8 - 1 UNLESS OTHERWISE NOTED . � B . ALL FOOTiNG BEARING ELEVA71pV5 SHOVt� ARE �SSUMED . EXqCT BEARING ELEVATi0N5 la '- 10" SHALL BE VERIFIEp IN THE FIELD WITH ACTLAL CONDITIONS BY CONTRACTOR WITH � • LAMINATED BEANS i4PPROVi1L OF 5p ILS ENG INEER ANb ,4LL BOTTOAI Of FOOT IIJGS $11ALL BE A Al IN IAijAI OF � � ALL LAM INATED hl€h@€R� �MdLL @€ �:9@R ICdT€D 0� DOUGLAS F IR LARCH AT 1 '� , �$ PERCENT MpiSTURE CONTENT iN ACCORDANCE WITH NCL � B . ALL SIZES SHOYN 36 ' BELOW EXTERIOR GRADE . qRE NET , 2 � 2 . LAMINnTED MEA6ER SHALL BE DE7AILED ?ND FABR �CATEO �N ACCOROANCE W � TH C . ALL FOOTINGS AFtE TO BE PLACED ON FIRM , UNDISTURBED , NATURAL SOIL OR PROPERLY yZ COIPACTED BACKFILL , PPPROVED BY THE SOILS ENGINEER . BACKFILL SHALL BE TME STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF n �I � COI�P:4CTED TO 957C (MINIAUAI ) MpplFlm PROCTOR DENSITY PER AS7� 01557 UNLESS STRUC7URAL GLUE LMIINATED TIA6ER , LATEST EDITION AS PUBLISliED BY AITC . � (1 OTHERWISE RECOAw1ENDED IN THE SOILS REPORT . IF SOFT SPOTS ARE ENCWNTERED 3 . PROVIDE UNITS CONFORNINC TO AITC 117 , 21fV8 , D . F . FOR CONTINUOUS NEA6ER5 d' � j t-1 w REMOVE SOIL M�D RECOAPACT WITH AppROVED fILL . (RE� SOIL ENGiNEER FOR AND CANTILEVERS AND 24FV4 , D . F . FOR SIhPLE SUPPORT ME1�6ERS . MEA6ERS [l05'-6"] � (IOi '- 10') � � DESCR �PTION OF BEARING SOiL . ) SHALL BE DESIGNED WITH ZERO CM6ER WITH TOP SURFACE CLEARLY STAAPED � (- � � ' ON EACH MEA6ER . I _ '"" '_ _ I � � D . CONTRACTOR SHALL BACKfILL EOUALLY ON EACH SIDE OF FOIX�DATION Y�IALLS IN / 2 INCH D . PLYNO00 DECK AND /OR ORIENTED STRAND BOARD I � r - -I I ►�AXiMUM VERTICAL LiFTS OR AS RECOnMEwDED iN THE SOILS REPORT . REFER TO SOtLS ;� tV (`(1 REPORT FOR BAp(f � LL MA7ERIAL . � • PANEL THICKNE$$ SH,4LL BE A$ $HOVN ON THE DRAWING . APPLICATION SHALL BE � � � SLAB ON 6RADE SHALL � �; ( \ IN ACCAROANCE WiTH RECOAMENDAT IONS OF THE AMER ICAN PLY'h000 � '-a ° RE� 4" THIGK CANGRE7E i '-a" `J E . NO BACKFI �LING SHAL.L BE PLACE� AGAINST B�.SEMENT WALLS UNTIL THE LONER LEVEL ASSOCIATION . Vll ry REINFORGED. WITH � -- FLOOR M10 NAIN LEVEL FLOOR PRE IN PLACE AND PROPER�Y ANCHORm . CONCRETE Z . EACH PANEL SMALL BE IDENTIfIED WIT}i THE GRADE - TRADENARK OF lHE I 6X6-YV2 .IxW2 .l W1N.F . � � � ' �r MAER � CMI PLYN000 ASSOCiAT10N AND SHALL MEET THE REW IRENENTS OF U . S . _ I � ' SLn85 SNA�L BE PROPERLY CURED . � I � PRODUCTS STANDPf2D P51 , LATEST EDIT � ON FpR PLYMA00 . ALL P/WELS MHILH - _ - - - - - - - - - - - - - - - - - - - - - F . CENTER aLL FOO71NC5 1N10ER wqLLS , COLU►NS OR GRiD LiNES UNLESS O7HERwiSE HAVE aNY EOGE OR SURFACE PERMnNENT�Y EXPOSED TO THE vfATHER SHALL � . ----- _ _ _ BE OF THE EXTERIOR TYPE . - - - - - - - - - - - - - - - - - - - - � O NOTED ON PLANS . 3 , fOR fL00F21NG USE 3 /4 ' TkG STURD - I - FLOOR SHEATHING GLUEO ANO NAILED AT I • r G . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON COAPACTED FILL 4 ' O . C . ALONG P MlEL EDGES nND AT 12 ' ALONG INTERNEDIATE SUPPORTS . � . tt � . UNDER FOpTINGS AND INTERIOR SLP85 - ON - GRADE . A NINIAUM OF 1 REPRESENTATIVE 4 . FOR ROOF USE 1 /2 " SHEATHING NAILED AT ♦ ' O . C . ALONG PANEL EDGES AND AT 12 ' �' �15T1� �f - TESTS SHALL 8E TAKEN FOR EACH FOOTING AND SLAB ON GRADE . ALONG INTERMEpIATE SUPPORTS . � � 5 . EXTERIOR wALLS SHALL HAVE ONE LAYER OF 1 /2 ' EXPOSURE I SHEATHING i � H . NOTIFY SOILS ENCINEER WiEN EXCAVATION IS COAPLETED SO i'FiAT CONDITIONS MAY BE NAILED AT 4 ' O . C . ALONG PANEL EDGES WITN 8d NAILS . -� INSPECTEp PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . 6 . FLOOR ANO ROOF SHEATHING SHALL BE INSTAI,LED WITH THE FACE GRAIN 52 /� O � PERPENDICULAR TO SUPPORTS WI7N ENO JOINTS STAGGERED . ��� 7 . INSTALL SUIT,►BLE EDGE SUPPdR7 BY USE OF PLYCLiPS , TONGUE MID � � GROOVE PANELS OR SO� ID NOOD BLOCKING BE7NEEN SUPaORTS . � 3 . CONCRETE: � A . ALL CAST - IN - PLACE CONCRETE SHALL BE NADE WI7H TYPE I / II PORTLAND CEMENT , STOME E . PREFABRICATED N000 MEA6ERS SHALL 8E TNE TYPE NOTEp ON l}iE DRAWINGS nND - . � '� � � AGCFtEGATE MID SHAII SATISFY THE FOLIOWING REW � RENENTS: SHALL BE TJI - JOIST " AS MANUFACTURED BY TRUS JO � ST MACM � LLMI nLTERNATES SHAII _ � � � BE REVIENED BY THE ENGINEER . TO BE CONSIDERED . ALTERNATES SHALL HAVE n LOnD CONCRETE ITEM F 'C MIX TYPE %G A � R REO . CAPAC � 7Y � N BENDtNG , SHEAR , AND OEFLECT � ON EOUnI TO OR GREnTER 7HAN THE S � ZE ,{� 0 Q O SHO�w 0►� 7riE ORnwiNGS . wEH BIOCK iNG nND 8R IDG iNG 70 BE AS REW IRED BY niE yFd� FOpTINGS 3000 pai STD - - -N /A J015T MANUFACTURER . , ` � � FOUNDATION WALLS 3000 psi STD 6 1 /2 ( + / - 1 1 /2 x ) F . �MIINATED VENEER LUA6ER WEA6ERS SHALL HAVE THE FOLLOWING STRESS - - - -• - - ' �- - - �' `'' O � SLABS ON GRADE 4000 psi STD 8 1 /2 ( + / - 1 1 /2R ) CAPACITIES: FB s 2800 PSI . E � 2 , 000 . 000 PSI , FC � 750 PSI , fV � 285 PSI . BUILT � (n EXTERfOR CONCRETE 4000 pyi CNA 6 1 /2 ( + / - � i /2 x) UP MEA�ERS SNALL BE CONNECTEp iN ACCORDANCE WITH MANUFACTURERS RECOANENDATIONS . � '-I` _-' � � � CONTRACTOR SHALL HAVE THE OPTION OF USINC 3 1 /2 ' OR 5 7 /4 � WIDE NEA6ER5 . ° I �--- --�I `�' -. � -, �(�, / � U B . IF CONCRETE $UPPLIER PROPOSES USE OF F�YASH HE SHALL PROVIDE ONNER WITH I -� i�.� QI� . LE7TER IND �CATING COST REDUCTION AT TIME OP BID . THE MOOULUS OF ELASTICITY OF G . PREFAgRICATED NOOD TRUSSES SHALL BE DESIGNED TO FULFI �L STRE55 REW IREMENTS __ �t.-__ _ � � � _ - " ��'�- U ALL CONCRETE SliALL EXCEED MC1 . 5 33 � F 'C (OR 57 . 00O � F 'C NORMAL MEIGHT ANO /OR LOADS NOTED ON DRAWINGS . SHOP DRAWINGS SHALL INCIUDE CA�CULATIONS � � -- -- '-' tl � � � CONCRETE ) . M10 BENZ THE ST MIP OF A REGISTERED ENGINEER . PROViDE BRIOGiNG aND BLOCKING � � � ` � J, PER MANUFACTURER 'S RECOM�ENDATIONS UNLESS OTHERWISE NOTED . PROVIDE � C . FLOOR SL?8$ ON GRnDE MAY BE POURED IN CHECKER PATTERN , AVOIDING RE - EN7RlwT ' --� _ � � � p p W � �'�.; ��`,,� CONSTRUCTION BRACING AS REQUIRED EREC710N NOTE: CENTER w4LL STUDS UNDER - - CORNERS . WIlN CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS YHERE PRACTICAL � . Ae 0 " " � AND WITH NO DIMENSION EXCEEDINC t2 FEET OR TO7AL AREA OF 150 SQUARE FEET . qT CENTER O� TRU55 �OCA71pN5 . -. ,. i ;, , � � ` _ _,.urc„�.�d � IEAST 49 HOURS SHALL ELAPSE BEFORE PWRING MJACENT SECTIONS . 7 , NON - STRUCTURA� ELEMENTS: � - � D . SLABS , TOPPING , FOOTINGS , 8EAlIS AND WALLS SHALL NOT HAVE JOINTS IN A A . ELEMENTS SUCH AS NON - BEARING PARTITIONS , ETC . ATTACHEO TO AND /OR SUPPORTED � - - J � � � HOR � ZaNTAL PLANE . ANY STOP � N CONCRETE NORK AUST BE MnDE AT THtRD PO � NT OF BY THE STRUC7URE SHALL TN(E INTO ACCOUN7 DEFLECTtONS MID OTFiER STRIKTURAL � SPMI WIiH VERTICAL BUIKHEADS MID HORIZONTAL SHEN2 KEVS UNLESS OTHERWISE AqyEMENTS . SHOMN . ALL CONSIRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEN£D BY THE , ENGINEER . 8 . FIRE PROTECTION FOR ALL STRUCTURAL PPRTS SHALI BE PROVIDEO Mt0 SHALL MEET =- E . ALL CONCRETE NORK /WD REINFORCEA�NT DETAILING SHALL BE iN ACCORDANCE WITH ALL CODE REOUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ' - --.--°.°:� �' ACI BUILDIHG CODE 318 �ATEST m � TiON . UNLESS NOTED OTHERwiSE . USE STMION?D �� � TECTURAL DRAWINGS . STRUCTURAL 57EEL MEA6ERS SHALL BE CONSIDERED , HOOKS FOR DONELS UNLESS OTHERWISE NOTED . ALL E%POSED mGES OF CONCRETE UNRESTRAINED UNLESS OTHERWISE NOTED . I _ MARK $FIALL HAVE 3 /4 INCH CHMAFER . I � � 5� �XISTING � - 8 . GENERA�: 4 REINFORCEMENT: A . ENGINEER 'S ACCEPTMICE AUST BE SECURED fpR ALL STRUCTURAL SUBSTITUTIONS . I I I L - - - - - - - - - - - - - - - '- - - - - - - - - A . ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM B . VERIFY ALL OPENINGS THRWGH FLOORS , ROOF pND WALLS W � TH MECHlWICAL AND � � � ---" ' � � � � ' - � f _ _ '� � : ,,1 :: A 675 , GRADE 60 EXCEPT TIES , STIRRt�S MID PIATE /WCHORS YwICH SHALL BE ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SIZES , LINTELS , AND �" - - I DEFpRMEp BARS , ASTM DESiCNATIqv A675 , GRADE 40 OR ASTM A 706 GRADE 60 . REdUIRED CONNECTIONS ARE CONTRACTOR 'S COAPLETE RESPONS181L1TY . � I I � 8 . NiELDm WIRE FABRiC SHALL CONFORM TO ASTA1 A/ 85 GRADE 65 AND SHALL BE LAPPED C . PRIOR TO INSTAL�ATION OF NECHANICAL AND ELECTRICAL EOUIPMENT OR OTHER � � � � � ONE FULL MESH AT S � �E MID END SPLICES AND W�RED 7pGETHER . ITEMS 70 8E ATTnCHED TO 7HE STRUCTURE , ENG � NEER 'S PPPROVAL OF CONNECTIONS I I I � AND SUPPORTS SHAI.L 8E OBTn � NED . UNIESS SPEC � F � CALLY DETn I lm ON SLO�B pN GRADE SHALL C . POLYPROPYLENE FIBER REINFORCING SHALL NAVE FIBER LEN6TH COORDINATE WITH I � � � I AGGREGATE StZE AS PER MANUFACTURER 'S RECOAf.IENDATIONS . AMOUNT OF FIBERS ARCMITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR RE, 4" T}iIGK GONGRETE SHALL BE A MINIAUM OF t . 5 LBS /YRD3 OF CONCRETE OR THE M10UNT RECOMdENDED SHALL FURNISH ALL HANGERS . CONNECTIONS , ETC . . REOUIRED FOR INSTALLA710N OF I I REINFORGED WITH I I 8Y THE MANUFqCTURER MHICHEVER � S GREATER . HIS ITEMS . I I � � 6X6-W2.IXV12 . � W1N,F. 0 . REINFORCENENT PROTECTtON: D . PROViDE ALL E�6EDDm iTENS iN STRUCTURE AS NOTEO ON MCHi7EC7UR�L , ry � I I � FOUND ATI ON NOTE S : MECHMIICAL , ELECTRICAL , AND STRUCTURAL DRawINCS . MISCELLANEOUS - I � ��'-6" I � t . CONCRETE POURED AGAINST Ea�R7ti 3 � E►BEDDED iTENS M!D nNCHOR 80LTS SH/+LL BE FURNIStiED BY STEEL SUPPLIER I . DATUM ELEVATION IOO'-0', SEE /�RGHtrEG1URAL DRAWiNGS 2 . CONCRETE POURED IN FORM$ (EXPOSED TO NEATHER OR EMTH ) 2 � I � � TOP OF � I � FpR AGTUAL ELEVATIDN. ANp INSTAILED BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . i '-4" 3 . SLABS AND WALLS (NOT EXPOSm TO NEATHER ) 3 /4 ' . I '-4" I �'�-� • �Q�!� � . GONTRA,GTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN 501L5 �"��`�"�`� E . PROVIDE ASPHALTIC NASTIC -COATING ON ALL STEEL ANO NDOD EXPOSED TO THE E/+RTH . '°"""��' r'c' E . RE INFORCEMENT PLACENENT ANp TOLERnNCES SHALL BE IN ACCORDANCE WITN N I � REPORT. �+� R�9M• ���a SECT IONS 7 . 5 , 7 . 6 AND 7 . 7 OF ,4C I 318 , LATEST Ep IT ION . � I j � a � � I n,,. a��n, �„d n,� ,a... F . WATERPROOF ING , VAPpt B?RR IERS , WATERSTOP , ETC . , 91ALL BE AS SHOMN � � (t01 '- i0") - 3. FOOTIN6 ELEVATIONS SFiOWN ARE MAXIt�9JM5 AND MAY NEED TO •„a a.�9,,. ��.y� �- � - - - - - - - - -� � BE LOWERED DUE TO SDIL GONDITIONS. �/ERIFY GHAN6E5 WITH �'+��M. �� M M�VUMnI Of F . NO SPLICES OF REINFORCEMENT SHAI.I BE MADE EXCEPT AS DETAILED OR AUTHORIZED ON THE ARCHITECTURAI DRAWINGS !WD AS INDICATED IN 1HE SPECIFICATIONS . L pror�.ic.i�i •s�ic� �• ur 8Y TNE STRUCTURAL ENGINEER . LAP SPLICES , MHERE PERMITTED , SHALL BE A MINIAUM I - , - - - - - � - -.,.- ---- I STRlXTl1Rf'.L ENGINEER. ��t or ��,r,.0 OF 48 BAR D IAMETERS FOR �6 BIRS /NO SNAILER AND SHALL BE A M IN i1.�1M OF 80 BPR ' L - _ _ - � � � ����� P � �� � C . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHEq(ED AGAINST fIELD - -J �vt» w�o M Wnoi� orio �n, ru In M ARqiITECTURAL DRAWINGS . 4. PLAGE SLAB ON GRADE ON STRUC.TVRAL GOMPAGTED FILL OR . our oyca W�u�o..Pw DIAMETERS FOR AND B REINFORCEMENT UNLESS OTHERWISE NOTED - MAKE ALL . [IOS'-b'] Wr�� .u�rwua.� oreawra NATUR4L 6RADE AS OUTLINED IN 501L5 REPORT. 8AR5 CONT INUOUS ARWND CORNERS . V (�`I 2 o- ��e'�.nu�.y �e n.ct. H . CONTRACTOR SHALL VER I FY ALL ASSUMED EK 15T iNG COND IT IONS . I F COND I T IONS ARE � 5. GENTER FOOTINC�S UNDER YVALLS AND GOLUMNS UNLE55 G . PLACE TNO /5 (PER 8 ' THICKNESS ) WITH 2 � - O PROJECTIOtJ AROUND AlL OPENINCS IN DI �FERENT THAN ASSUMED , NOTIFY ENCINEER . 51 DIMEN510NED OTHERINISE ON FOUNDATION PLAN. CONCRETE WALLS , SLABS . AND BEM15 . ALSO PROVIDE TYA �S X 4 ' - 0 DIAGONALLr AT EACFi CORNER . H . CONT INUOUS TOP M!D BOTTOIA BARS IN YY4LL5 AN� BEAMS SHALL BE SPL ICED AS 3'-1 3/4" 14'-IO 3/4° FOLLONS: TOP BAR$ AT MIDSPAN , BOTTOhI BARS OVER SUPPORTS . D8i6: 2 AUC7UST 0I (�QV (�6G� : E 1�1 T i� �r' L � � � L � �' � i"f f 1�1C� ,41�1 D F O l� N D �4 T I 01�1 P � ,41�1 I /4" = 1 '-O' �P�p RE�,�ST o,��, H. NF•. 9m � ��� r'.° i � 5 � : :,� og - oL -o � Sheet Number � � � -� a � � a � EXIST. RA1L i ❑ �] ❑ I REMAINS - TYP. � � I � � i II : 1 � � I i � I I � , , : , � REPAINT GARAGE � � � � �I ; � � , ; � DR. - TYP. � � i '• I _ . . '• � ! , , i � i , ' '� II � ._ , ' ' i . . � _ �� _ � ' I . 1 ' i � i i - � - r - ' - - - - " " - " - � � ' ' � � � � .. — _ - . . _ - . % �(/ � / L 'Jv . d ; � ��� � � � REPAINT EXIST TRIM - TYP. NEW STONE CAP - TYP. FULL DEPTH STONE @ EXPOSED VERTICAL (TYP} � i • , �� � � NEW STONE VENEER - TYP. � NEW 5 GAL REDTWIG - � ^�� � ' DOGWOODS - IN FRONT _ " " � - OF GAS METERS - � � ---�- Cascades on Gore Creek FRITZLEN r � rncr EXIST. TIMBER Stone Foundation Addition Proposai WORK REMAINS SCALE: 1I8" = 1 '-0" building 4 -� - - - =�'.'�- ,. - - - � - -- - - - 1 , . � i -�' �- - i i i ,il� � � � ` � ,. ;�� � � ' `' �` � �� � � ' '� i i j i a �� 'i '� � � I _� _ _ . _ ' . . I ' T _ —_ T ' = � ` �-� __ 12 _ _ -- _ _ _ _ • - _ _ - I y 4' i NEW 6" x 12" - -_ - - =__ - - .--. WOOD BEAMS I j , f r � �� � ' � � �, i � �4 � � � �' � � �� � EXIST. RA1L i - REMAINS - TYP. ' ' : � ; � � _i: . __� I � � � � ' i ' j �_� �� I - - - - - - ! � o � --, ,�- � �i�� , � � � , , NEW STONE GAP - TYP. �: : , ti ; � ; � - ---- - - - - � _ ___ -- - `__ . ' _ �I :____.. IL .� L_. _ � _ .J . I � I -- ' . � .,._- _.___ .-._ �� _ , � ' ` rI � I NEW 1 - 1 /2" D1A. STEEL � , _ � I � - , 1 � L � _ I'� � ' I ' � ' - - � ' HANDRAIL - PER CODE I � ,� , , � ��i r � n ' � ��- - _ � - - =- � � � � ���� , , � � � � ��� , _ � � , ; , -- - � � � , � I _ - ; i I , - � � , ;; _ . I NEW STONE ,�� 1 _ � � � -i - - - _ , L_ � � „- _ � 1 - - � � i � i � � � I , - - - - { STAIRS REPAINT EXIST. .�� GARAGE DR. - TYP. �]- — - - � - - - -- - - � �ti REPA�NT EXIST. �y _ /� TRIM - TYP. � G I�- -� , ' ( - - -- . � �� � � � i I � -- - - �,�� � - VENEER CONTINUES � r 1 - - _ G'! BEHINDRAIL - TYP. _ _ " - - � , FULLDEPTHSTONE i ! ' ' -_-- -- - @ � � � EXPOSED VERTICAL ! — - (TYP} � � �, - - _ ^ NEW STONE � � — — — � _ v = � _ .. � - - - - - - - � � M �o�� � VENEER - TYP. I ' L�� - � _ _ ` � " - - - - NEW UTIL. � � " " - � ` � _ -- ENCLOSURE �� _ , f RITILEN — — — — _ - - - Cascades on Gore Creek ° � Fa � F NEW 5 GAL REDTWIG DOGWOODS - _j Stone Foundation Addition Proposal - IN FRONT OF GAS METER SCALE: 1 /8" = 1 '-0" building 2 � � i � � � i � � I NEW 6" x 12" WOOD BEAM � ❑ ; NEW 1 - 1 /2" DIA. STEEL - - � � - -- HANDRAIL PER. CODE � NEW STONE STAIRS =- _ � . -._ � '� f ; � a � REPAINT EXIST GARAGE DR . - TYP. 3 — !"- -� _ �: y_ ...,.._ ..�.. �, � : /m� T -- - - _ � i _ � EXIST. RAIL REMAINS - TYP. i i � REPAINT EXIST. - -_�_- � i TRiM - TYP. _ - I _J _ ' -_ - __ _ " _ `— r • �� � � I o� - ' - ` - � - - VENEER CONTINUES ^ _ - _ - _ _ ' _ _ _ - - __ ' i BEHINDRAIL - 7YP. : _ _ - . - r, ^ ~ . . � �-- - - NEW STONE - - - _ .. "_ - � - = -- - VENEER - TYP. - - ' - ' ��_ --- - s I " ' I - - - - , 1� - - - FULL DEPTH STONE @ � � �°°� - � - � � �� � : , _ . - - - - - - � � EXPOSED VERTICAL (TYP) �, _ _ : - - � n 'r--> - ^ -- - - _ :��-' - - _ NEW 5 GAL REDTWIG - _ .- '-_ _ V = _ ^ - J _ - � DOGWOODS - IN FRONT I I ''�""'^`_ � � � , - - _ _ - �, '. I OF GAS METER _ .- - - - ^°°' -- - - - – - _ — � = Cascades on Gore Creek P"'EA`�f - - - -' - _ - = NEW STONE - - - - - Stone Foundation Addition Proposal CAP - TYP. J SCALE: 1 !8" = 1 '-0" building 7 � - - -�__� r � ° ,,�� . � ���� � � \� � . � \ \\ \ \ � � � � � .BLDG 4 �' 's� � '; � - ,��,, . ! � `ti\. - �. � . . �� � , ,ka � ` � <4 y^,�`0`�V,\ � ' �� � ���� � � � � ��` A� �,r�,'�:,,,a. � .. � , � � __- � � �� � THE W�SnN � � �% � ��� � . • HO1E'L \ \ �: � �.�� , :J .� � � ' � �� � 'a , � �' � � � � � � � ' � �� ��. f � � _ _ _ � 'I , � ` � � � � � � 1► � .�. , �__ � ' -- - � 1, �� � � �� .�,. ,Y �, ���, � r � ` � � � " \ � � ' � � �°� /' � \ �`. �� �0 V�!` . 'u � . �\ �� � j d , � ; � � -- :%" - `�,�\\� � ;: , �''`'� _ - � - � - � . ` ;Y�4.'BLDG 3 < - _ _ � ���`� x £'",z' , _ � . ��:: 9 �`, � _ A � � � � _ _ - - � � � � A '` � �•� ����� Y �� ;�y�� ' i,� J . ��- \ V������ � �, �� �� � � � « . l� ���/ � -- i i � � �� ''� ' �,� � ,,� `� .r� O � _ _ � A,�� k� �V�� � \. + v -- - — — _ 1� `� A����� � �� �� <�C� ��' � '� �,�� v �. - � 'X- , ., � �1'�BLDG \2\\ � � ° �\ • \ � � � 1 � � r � ` ���� � , , � � �: ; � � �� � I � ` � \����� � � �` ,,��� �I'i�ll�l \ ��� `��\��� ����2��'' ,�'7�\\ ° �SEWER EASLMENT 1 � � ����1 � �� � �� � �i ,;, . - � � �� � � /'� EXISTW(� �IOLC�C�TIONS � � � �����'�Illllli � �� ��:�"�� �' �� � � " eur"o �� ' � ' 19LDG t ,�` � i 1�aii � > t f S�-VVER LWE \ �,� � �� � � �,, ; `�� r , i— _ _ � - � �' � � i I � l �� �i� i��� ��� � A���, � �� � � i' � � � ti � ��, � �� � �� �� \� i � . � G� � � �,1 � � �C ui; �� � -. _,� � % � MILLRACE � - � ,, � , � , GONDOMINlUMS r .--' � � ' \ -°' � ' _,- . I IMITS OF DISTURI3rWCE ' � /�� ��' � �/ , V � � �f, � ; /�% � ��E �,. � - � y ¢� � , ,! � ti�� �° � - �- , � �., , - p � ����� � � , , � - � � � � � � � � � �, � SITE PLAN � _ _��%� r' SCALE : 1 " = 20 '-0 " � i /�� . �%/c!%� v_ ,� 2 2 'f � ,� .2�f'`A - 2 - Zx� � .' � � __ - I � G LW ' f�. li � .� ,� � � � �.1131vG ! � - � � � � �E ' {��'r � S i D� � i „ 1' i _�, 4 1/2 'i" 1` Co I � �r �, s��. E}�5 I i ` ,+ � , I � �� Is�i I Ny i � , ; E � ; E�(�I � � � �lt�-�. � P�p f. � :�i�,:F , . " �P��ACHqF�•, 9f0 �' � c..Ci :ti �f • 2 • Z '�, ` ;� 14965 m; �• � �, . ' ` . ;; / ' I ` u � �z �,� -� . I� I �i_� � Ti � i T�' �r��-�� :, u �'- � si r> � �,� � � ��� - �� -rr� �i�� DATE� EXTERIOR RENOVATIONS 9•1D-m' ��s °1g1n°""'9, '"` 143 a msadau dr. GASGADES ON GORE CREEK �E' �8'� Q� �+o�voee� �ro�xg c�ts vAIL, GOLOR.4D0 �� vell, coloredo BI65� �0 ��r 9�0/4�6-7110 416-4303 fex [i NEW STONE VENEER EXISTING FRAMING • • , : . ' _ ' � bxbx� " STEEL ANGLE STONE LED6ER. BOLT TO WALL EXISTIN6 �^7/ �b "m x 4" EXPANSION BOLTS FOUNDATION WALL � 24 �� p,G, • • QP�p REGiSjF9 • • QO •ij,\CHq�c( �'. (�O . � C' '�' �: : f 14965 m : �u._,.. , � � � � � � � � I � � � � � � � � � � � � I � NO SGALE DATE� EXTERIOR RENOVATIONS o�-a•ms � boy�. .gxae.i�g, �. BMEEt • Mt3 s. m�edow dr_ GASGADES ON CsORE GREEK g j �O cro�e�oad� w�oppmg ��.n« veil, mloredo 8165� VAIL, GOLORADO �� eimuibanm ��e-ase3 re. " .. oOQ y•�j,�Ghi,qF�.FF',� � . v :ti OL` � ' O 14965 m; `c_ . .. �� r � i��.,i�,'�:�%� STo � � v �r� ec�= � 6 x 12 71MBER LINTEL - • (cx � 2 i NEW 13 ' OR 18 ' OPENIN6 6 " MINIMUM BEARING SEGTION ON STONE �/ENEER . 4 �i 5/� � x I o Lp,.;, � � a + ' °� �'v °C _ ELEVATION TI MBEi� STONE SUPPORT L I NTEL D � T� I L NO SGALE DATE� EXTERIOR RENOVATIONS ms-r�-m � eoyi. w�gi�...i.g, nc. N9 �. m�adau dr. GASGADES ON CsORE GREEK �� � OQ c+o��roed� wwppxg c�.Kr VAIL, GOLORADO ��E� �ail, colaado E16D� 910/416-1I1% 41b-43E3Iex � �C 1 :; � I I— I c:> r r� � � ; ��� _ - _- - _ _ , —_ � � � �T � ia <:-, d q � — _ — -- — — (�I P< l.l, FI � �..I �- �q-yc �4 ��f�u �, P'� N. �;� i, � -- — ____ ._ .. � �U { � �'i' ��.'-'rL�. I � � �P !� ";� q 2r l a � ,. _;, x� N � l.! 2 � I 2 I��;�l 3 � I 2 � ; �.,r� � �l� N) � �'" _ s`� F=-I ta � �: (� � .j � � �; � 7 � � �. " f--C���V P� �,i � a - - � �j _ ���� � c� •r.. co � � ;r::�, ��8 '�' ?�� �' "�a'' -- ��'"'�'.�, � ' �j U`� - � i ,��? � ` + c� � � � � � r ' j � _ lJ I �+ . ,__ .s _ , , � f� , , �. 6�! 2 �' � �"� . � , , � �:� �,��-�_ I ` _ W I T !� 2 - i/� �P�� x � �'_-- ; � � PC� S U I lD " o,� , ; � - -- — -- - � , , /'' t� U ( ' 2XIo '�o c�,°� P µ�� ' 6's r C, h1,'� H9F`•, �A , ;yei .'I�..X � `J..I� I it :� .. ,rJ y;. ! •...> _o �o: o 1� .,:� W i 4 /� � ,, ,� ...1 � T ' 965 �: ,� � �,� � 'G � , � �''� � , � � ,'�' r. , . �;. '..it"—,. � I i-;`/�" , e G LU �: i`;'' f`—J�..�f '�-� J'i'• •. . • G,. o vq � •EN �'�, '� I� P- { l,. ,✓1 .3 �Zr.��i �W �oc. � � `� � `-,°� � I�{- (j LP'N i71 I'l vr ��� M I N �� � � � NI � I N � L�;: i �� i �� ;� , � ,1 � � � --- ' � �� � � ``" :� ��' � I:�� .-+- �, �ti, �...I !_"' i r""" `�1'��'� � I � � I � II I II ..,- ` � - U Dd7E. EXTERIOR RENOVATIONS 3-�s-o� � boyls wgiriwring, �nc. 6�aer • � u9 .. m.edom dr. GASCADES ON CsORE GREEK °' OQ uo��roed� wiopping uni� YAIL, GOLORADO �E� �sil, colaedo BIbD� 9�0i4�b-11�0 4'ib-4383 fer 2 . Well s6all or perfrc � ; , ,.- Ir�n and smoot . lnforr s [ nr( inq vor'� . C . Grout : Lat � cre[e �r gona Grou[ anG Jotn[ Lfller or a q L Oi SUBMIiiALS � • _ Y pProved e ual Fill crarls , noles ui � n � s ful l ai�i1 mnke snr 't.n prfore finisn r. i - OZ Ql1ALIiY ASSWIANCE � gau9eC w1tA Laticrete �J701 Grou[ ana Mortar Admix . Color : xa[ rual applied io eurle�.c�, - t i � raik , , e [� . r,hi � n ,ccur after walls are p . proouct Ua [a ; Suomit in accortlance �. i [� Sec[ lon 01300 . A . Regulatory aequireuen[ s : [anply �,;itn apDlicable cotles antl regulattons . I • 9�aY • s � ze� . wall shall be perfectly dry and smoo[h before flnisn tz applied. PARi 2 - PROWCTS i � 0 . Mtaing Droportions anA procedures s�all be tn strfet acwrGance wi [A IPART 2 - Vq00UCT5 recamendatlons of �aticrete Data S�eet 230.6 . B. Interior MooE Surfaces to Be Paintetl : iouch-up saD anE knots witA 'j; p � -- ' FPi 3 - EXECUTION sealen P111 voias with leaa putty after pHAer is dry �. 01 NATERIALS � i Acceseorles : By Franklin Bress � p. General : ProvlGe patertalz , h atures anU e Q y . OI INSTALLATION � C . ln[erlor Ferrous Metal : Xeeove Porei9n m�terlal frqq unprired metal 1 . Torel Barz : MeN qn � 1 , :nrd�t H nis�. 2718-PC- 1B' ; 272MP[-24� ; ; pulpnent as re uired 0 anE with wtre Drusn and Eust clan. 27;0-PC-30• . 1n cpepltance ri [h appltcable coCez ana re9ulatlons . 0.. Setting BeG Installatton : Install flooring accordfng to thick �e0 � D. S�o PNSeG Metals : iouch- i sho 2 � Tollet PaCer Xolders : 2/09-Pt , c�raN i1M fh, 1 B. ilxtures and TMm : � settln materiais anG methoES s ecified in ara ra hs 6 . 0 and 10. 0 of � D G pnmeE �netals wtth a priner slmtlar to 3 . Mooks : 2702 VC, chro�e finls� . i 9 P D 9 P the extsting . 1 . MhfN pool /Spa/tu6 at Master Ba [� : Kohler 5 ft . Overture; whtte . Laticrete Uata Shee[ z30. 6 . Back Cutter eac� uni [ Cefore settinq. PART 7 - EXECUTION a . Tnm : Pn ce Pfister ko. Q06-2CPC- atl�usta�le 8' - 1S cen[ers ; E. Interlor 2inc Cuatetl Metal (Galvanuea Su�fatts ) : qash rit� nfnerel porcelain cross �anales ri [h Rqoan tub zpout including Gotlles , . 02 GNWTING AND CLFANING Sptrl [s and prine ds zpeclfied. ) . 01 [NSULUTIpI spout , hanAles ana tlanyes ; cnrwne. 2. TuE a[ SeconE Bath : Ko�ler 5 fL Wlta9er; wM te A. Grou[tng : � F. In[erior NooC to he Clear iinishetl : Sand to smooth finlsh . Fi11 vottls A, �eneral : Sewrely lnstall as InEtuteG . Ensure propar Glocklnq h�s a. Tnm : Price Pfister TuD an� Shower set with Dtverter No. 03- 1 . Grou[ ]olnts as soon as initial set or � set[ing bed ts achieved . and nall holes aiter firs[ roat is Cry ustng a filler canpa[i61e w1 [h been Inst�iled . 9[PC/OJ-61llA [ro valve parcelain cross handles including bodies , Grout Joln[s s�all De pumpeE (ull using qrout qun or poin[ tn9 gun [he ftnisA system and matcn � �q color. spout , �andles , flanges , sno.er head enU tub filler, chrome . and s[ruck flus�. 3 . Sharer Set : PH ce Pflster 07-9CPC/03JIlfA [wo valve porcelaln crosz 2 . Nre grout by uintaining in tlamp coeAttion fo� seven ( 7) Eays . G. Eztertor Ferrous Metal : Rmove foretgn �aterlal fran unOrlseE aetel SECTION 10820 SNOMER DOOR� Axn swr ncURES handles , flanqes an0 s�mrer �md ; chrqne. rit� wire Crui� and dust clean . 1 . Meter Llosets : Kohler Mellworth ; wM te. e . Cleaning : Ae�nove grout �aze wlth grout and tile cleaner applted and 5 . lavatorles : Nohlrr ia�in9con ; .m te. remove0 as recammenCed Gy the manufacturer. H . Extertor Zinc Coated Metal (GalvaniieU Surfaces) : Mash wtth �In�ral ppRT 1 - CEMERAI a. Tr1m: PHCe Pf � ster xo . M 4:- ICPC nini wiGospreaA w/qorcelatn . .__ ._ ____-__ "__ _ ,. . .._.__ __ _' __- ___ _- .__ spirits . cross �anEles ; C° cen! r, wMce . tm mx ng680 CANPET 1 . 01 SUBMITTALS 6 . Kitcnen Sink : Eikay hc. �GU-a722 t�iple bowl statnless steel ; a3• x . 3 .02 W00.KNANSHIP 22• z ID• � . A. Product Data : SuOOit In accoruance Nth Sectton OI300. " -- � PaHT 1 - GENERAL ' A. SpreaC aaterlals evenly wlthout runs or saqging of ma[ertals . if the a. Trim: Price Pfister H31 -SCBC c�rane cross handle rith sp�ay � O , surfeces are not in proper sAape tor painting , repair, reEutld or ppqT 2 - PRODUCTS �ose anC conttaleC Geck . t . 01 SUBMITTALS refinish �efore proreeding rith the rork . OtM1eniise, De responst6le to p. Dlsposer: ISE Xodel 77 . � I Q any poor Nork causeO by improper surtaces . 2. 01 SMONE0. DOORS AND ENCLOSURES Q � � A . Sanples : SuUnit of 12" a 12' �immun sixe samPles of eac� carpet typ C . Mot Mater Heaters : Gas flretl , sizes as indluteE. W for Prchitect ' s verthcatlon. , B. The applicatton of the first coat ]nes not relieve resDansiDillty tor A, Master Bath : Ace MoEel I80 or eQwl . Curto� I � W � the �ase. Do not apply eny coats an etther Ea�np or wet surtaCes anA tn 1 . 02 MANMNTY � no cate until the proceeding coa[ fs Ary anG hartl . SpreaA Hnish evenl PART 3 - EXECUTION B . Second BatA : �ce Ibdel 740 or equal . O and [�oroughly brush out . SanA rrork hetween coa[s . f1M s� the upper � N . ProviOe wrttten one year warranty for meterlal an0 tnst�llation in and lawer eAges of wootl door5 Ihe same as [he face . TM s work shall be J . O1 INSTALLATION , U accordance wtth Section 01700. Upon Aemand , correct an candl [ ton du C . Nnish : Bright c�ro�e � - A -J Y done in all cases after uoors have eeen fitted and are ready for flnal � O [o faulty �ateri �t or Installation auring tne werranty period . han in � A. General : Ca�ply wlt� aDD> >�aGle coCes antl regulations. Install with : V � W 9 9 ' D . Glass : Clear tsp�red, sk111e0 craftswen . � � � ` ` j V PAPT 2 - PNODUCTS C . finis� coa[ shall Ue in color as selected by Architect . Trot prf�ers t pANT 7 - EXECUTIOM B . PlumGing fiatures : locate as 1ntl7cateG on drawin s . � ' ` natch finish coe[. 9 � � 2 . 01 MATER(ALS I . OI INST�LUTION C , MasAer/Oryer: Provide �ot antl cold vater and rough-tn. � D . Mhere paint or enamel is rolled on , use a ftne nap raller so a neaN y O � A. PaA : .250 Inch eeUiun� denstty foam ' fla[ or orange peel texture is oDtaineG . A. General : Install In eccordance r1t� t�e �anufacturer ' s reca�endatlons � B . Caryet : S[[ilUn 15500 MEhi1NG ANO VENTILATING 11 1 - 1 . UestrlDutor: Ranaine uilliams . Tel : 303/985-3400. � 3 . 03 COATING SYSTEM - INTERIOR ��----- --- � � uJ 2 . Optlon l : Expressive Designs Ew:ressive Luxury 75476 BerUer Loop OIYISION ll EQUIFMENT S[E DaANINGS � � 12 ft . wiGt� ; a0� vool , 60k acr� '� ic . colar: Refer to samples . p. Noodwork - Painted : � 3 . Optton II : Ezpres:lve Oesigns Er�L sh Tweed a5a67 BerUer ; 12it. ptrst Coat Pnmer 1 1 � ridth ; 754 wool , 255 acrylic . Cnlor : /86400 . Second Coat Enamel unaercoat 01r1ston 1 - Generol Requ� rements applies to work of this divislon. DIYISIOM 16 ELECTRICAI a . ODtlon ItI : Expressive Des � qns Scotttsn iweed 46486 Berber; 12 f� Third Coat Sem1 -Gloss Enamel wiEth ; 75k wool , 25# acrylic . Color: 186400. Divisto 1 - Generel PeQUlrenents aDU11es to Nork of this �ivision . C . Ta[k1e55 $tM p: Klntrim standarG ta:klesi Strl o� e ual . B� FefrouS , Zin[ Coa[eC or Ga[tory-Vnmed Meta15 - PaSntetl ; IEQION 11a52 RESIDENTUL FPPLIANCES � D Q � First Coat Prtmer or iactory-7rime Loat � I SeconA Coat Enamel Unaercoat � SCE OPAMINGS D . Edging : , Thira coat Semf -Gloss Enamel PApT ! - GEXERAL '� v 1 . Approved Manufacturers : ( � � a . Mer[er P1a5tic5 Canpany lnt . {� C . Dryrall - Painted : 1 . 02 SUBMITTAlS �t 6 . Jo�nTOn RuDber Cqnpany (JO�r5on1 [e) . First Coa[ Su � [a� le Primer � c . Roppe Pu�Uer [orporau on . � SeconA Coat Texture AppL cation by �rywall Subcontrattor � i d . Approvea SuOStitute. Third Coat A . Protluc[ Data : Submtt in accordance wi [h Sectlon 01300. 2 . Ex osed Car et Ea e: Mercer ]m0'rial slted for car et and ad Late� Fla: , (Semi -Gloss �atex Enamel et Ki [chen ! V P 9 P P and Bat�s) PAFT 2 - PNOOUCTS � thickness . a fourth Coat Latex Flat , (Semf -Gloss Letex Enamel at Kltchen z ol APPLINlCES 3 . Color. Selec[eO Dy Architec2 . � anC BatAS ) VA9T 3 - p%EWTION � �. MooAwor'k and Mootl Doo�s - Clea � Fimsh : A. AIl apD> > ances Dy 6eneral flectn c %�i First Coat flear lacquer 1 . Pange : JGBP32GEL , gaz ffred . 7 . 01 INSTALUTION i Secona Coat Clear lacpuer . 2 . Microwave/MOOd : JVM 180 w/outsiUe vent � Sand wi [� No. 00 sanCpaper 6etween coats . 7 . Pefrl9erator w/1ce.aker : Tfk 24 VL w/ptne penel front to �aVn ! A. �ayout : Lay ou[ s�eet gooGS so t�at ��ererer passihle, Seanis are � - -- ---- - -- .�_-,-��--- _ . - . _ c�Einetz elimtnstea or held to a mimmum in r qb trafH c areas . -------�- 4 . �ishwas�en G502200M w� pine panel front to n�at[h cabtnets . ' � ; f 7. 0� COATING SYSTEM - EXTEPIOR 5 . Stacke0 Washer/tlryer : IINPIIBOG/DOD1380G/WD B5. � B. General : Install caryet ana vae � n =ccordance w� th manufacturer' s ' I� i recpwnendations . unsatisfactor � Inz:allan on resuld n fron work � � A. ferrous Meuls : > 9 ' '� B. Colors : �s selecteC Cy Architect from Manufacturer ' s Standards . � -.. . . .. . . . . .. .. .. . . r �� First Coat Factory Prlme Coat vr Primer DerfoneE whic� Is not in accordance wit� tAe oanufacturcr ' s� reco�- Seconn [oat Lates Seml -Gloss En�mel , Ezterlor �IDART I - EXENTION • ' menEa[ions shall De [he responsiD117ty of the carpet Installer and may ihirE Coat Latex Semi -Gloss Enemel , Eaterior � result in tAe removal antl re- leying of carpet antl paE at t�e expense o I3 . 01 INSTALUTION � [he lnstaller . Parti [ular attmtlOn S�ould 0e peld [o recommendatiDni 8. ZinC Coated Metal (Galvanlied) : ,' for appltutlon of floor p�C, urpe[ anU Seuing . F1nt Coat GalvaniZed IrOn Priner p. App� � an[ei : Install in ca5ewofM aCCOrCtnp f0 �anufa[turer' S ' SeconC Coat Letex Sem1 -Gloss Enamel , Ea[erfor Instructions . PlwOtn connectlons anE electrtcal hooku will De TM rU Coa [ Latex Semi -Gloss Enamel , fMten or I 9 P ' C . Seams : Butt urpet nateri �l [ Ig�tly to9et�er for seams wlthout gaps . � proviPea unCer oivlslon 15 . i � C. Wood Trfm - Palnted : I U . Edging : Install urpet eGying ac a11 eaposeC carpet edqes . Locate � - �oo � : Install in casewort accoraing to manufacturer' s Instrvctiqn�: under Goors rhere carpe[ Stops in Eoor openings . First Coat Vrl�er � '•�;.( connec[ion and electrical Eookup �ill Oe provlAeE unUer Divisions ' Se[onC Coat Latex Semi -Gloss Enamel , Ezterior } and 16 . O ' ] . 02 CLEANING TM rd Coat Latex Semi -Gloss Enamel , Eaterlor __ __ __ __ __ _ _ _ _ _ . _ . � A . After installa[ion is caqplete, clean up dir[ an0 tleb�is and clean �• Redwaod Deck : � A DIYISION ]2 FUPNISNIN6S }}�� ' � .. 1 carpet of spots w1t� cleaning �gents recamiended Cy the oanufacturen Firit Coat U nseed Oi1 � � � ,v Penove loose threaAS wl [� s�arp scisson [hen clean ritA racuuw d eaner SeconA Coat U nseed 0� 1 • , � E , NooA Trim anE SiEing - 5 [aineC : 01r1sfon 1 - Gmeral Requlre�ents applles [o work In tMS OiHS1on . ° I 1 - F1rst Coat Olympit Oil Base Semi - transparent statn �� � m Second Coat Olymptc Oil Base Semi -transDarent stain i R y I SELTIOq 12390 RESIOEXT UL CASEMORK ,. 'I \-7 +• 3. 05 NISCELlANE00S RE UTAENENTS i � PART 1 - GENERAL I 0 i ,, � `' A, Fireplace Flues ADOVe Pooi : Paint steei stack heet- resistant stack � PART 1 - GENERAI � �. 1 . 01 SUBMITTALS palnt ; Sherwin-u111 / ams 5'r1 Stack Vaint w1tA asphaltiC base or epual . i � ' , 1 .01 SUBMITTALS i' � n . Pa7nt or Staln Smryles : Make Oafnt or s[atn samples as reQues[ed Dy th B. OOJects on Noof : Pa � nt me[al oG,7ects on the roof includin9 , 6ut not � �Y ' ArcM tec[ . Rdoake sanples un[11 approveG . ItmiteE to, flas�tn9s , vents , etc . , as sDecit � eG under ferrous , ilno i A• Shop Orawlnqs : SuMnit s�op Ararings in accorEance wit� SBCtton 01700 . ; I . OZ JOB CONDITIONS coate0 me[als . ; � j B. Saeples : SuGm1t sanples of plastic Iaminate antl cabinet H nls�es for � � � . Fnvlromen[al ReQUirements : Do no[ 11M sh outside In ex[reme cold, � � • 06 CLEAN UP i Arc�itects ' s selectton . 1 , frosty , fogyy or damp �tather. In wtnter weather , H nlsh only w�en t�e � p p� �ne cwnplen on oi Hm�. , remnve surplus materials , s[aqt �g , ruDhish � '02 DELIVERY, STORAGE AND HANDLING ' ( U4„ tempera[ure is SOIF or over ana wrfares are absolutely Cry In no case ! clean o ( f will eMten or painting be allowed w�tle dust is Dlowing . � pain2 , varnisn , sta � ns from floors , glass , wa11s , hardware ; p, po not Uellver ca6lnets until Ouiltl� n � ' anU leave ehe premises in clean condition . g � s enclosed anG Ory. '� i � . Conditlon of Spaces and Surfaces : SDaces must De clean before finis�in � O �-! - PqqT 2 - pqODUClS ,i is starteA. Oo not finis� in roans or spacez r0ere ru�Dish has - T � ococr�yn� DIVISION 10 SPECIAITIES ; � ��m�e,c.mn�ym.an accumala[eA or while rubbish 15 Geing removed. Fims� ing will not Ue 2. 01 RESIDENTIAI CASEIIOPK - � �' PC allowed tn Ousty rooms . Do not ranove rubbish Nhile flnish Is fresh . ' A� 1 Surlaces to wMCh flnisA is to Ee applYea shall Oe dry an0 clean . �' 6rnenl 0.eQulrwents : �ivtston 1 - General Requtreaents applles to MOrk of A. CaDtnets : Ratsed bevel Danel ca0inets , AWI Custom Grede for kitchen anQ� � '� �'�' R'°ii° vanit � es wlth Euro een St te conceale0 M n es and Melamtne interiorz . � � T�aEOa�mx��, uy py ba eMls Etvltlon . V Y 9 j � �u �� �� C . Protectlom. Furnis� an0 lay UroD Noths or mask o/f areas where l . SDecies : 0-Select Knotty Pine q� Mnm, >taniniVVmmlal pain[ Ing 15 Cetng Oone ta protect fioors and otAer work trom du�aqe 2. F1MSh : Separate Raisetl panels �or eDPl �ance fronts �ntl uall at � �yi�y�i �Gy�i� aur� ng the ezecutton of this work . N�ere it becomes necessary to remov P T dinlnq roam siCe of kltc�en . , P�aXMC1��scp. PG tn0 �. temporary coverings placetl Dy ot�ers in every Dranc� of the work , � ��� � IO � u�. � �-0 � „ replace same 1n proper aanner. Remove o11 rags and waste frp� the 8. [ounterto s : Plastic laminated councertops with eaSeC �ar0wootl edye . �i� oan. rmo� mewman Dulldlnq every Mqht . Do not allox� to accumulace . � PFART � - GENERA� v W'JWMNIMWRODBI� L ProviOe zplashUacks as 1n0� cated . Patrern an0 [olor: Nevmar MR Z. 7i �` Nnoa. Eewara M G.+amme� D . Damage to Wnrk of OtAers : Be responsible for any damage done [o the � - 01 QIIAUiY ASSUNANCE Neutra Matn x . Prepare tor plumbing fiaWres as required . i� work of oUrer traAes . Replace any rta[erlals Oamaged to such an eztent i� � � �� P �� [hat they cannot �e restoreE [o the� r original condit � ons . A• pegulatory Requlrements : Flreplace , Flue and AccessoN es : Llsted end PAR1 3 - EAECUtION . , � PAH7 2 - VpOWCTS ' approved by UL and ICBO . Comply ritn Torn of Vail ReqW re�ents . 3 , 01 INSIALLAiION f ..02 SUBMITiALS �� Z . 01 MATERULS A . General : lnstall tn accorGence with manutacwrer ' s retamendation5 . i Date A. Product �a[a : Submlt in accor�ance . � th 5e�� tiun o) )U0 . Set casework level anG secure to floors antl .alls . vroviCe connectinq 2 ' I � • �Z A. Products not :peclfied bp name shall be •Eest graUe• or � H nt llne' and attac0ing Gevices , closures ana tnm as required . �� praducts of accepte0le �anufacturers . Mhere posilDle, all �atertals MRT 2 - PNODUCiS zhall 6e of a sin9le �anufac[urer. -- J� � - -- ' f�8VIS9d: . O1 FIFEPLACE AND RCCESSOPICS /� �IVISION IS MECH,INICAL B. Accepteble NanuLcturcrs ; The 6est quality materials as manufactured - ] any of [he folloufng �anufacturert will Ge accepta�le tor use on [he A . Majestic Model SM-02 or apU �'ove�J suc :titi� [ e wuoU I�urn � �,y rireDla;.e w � [ v work : gas log insert . Provide r� ro di - tui ; y ; ass doors ana e. cen or air Divlsion 1 - Gener�l flequ� rements applies co .ork of tAis UiN ston. , DeVOe Intake an0 tluct . ; Pi [tsCurgh 1 . Flue : Gas Durning flue �tt� ch �mney ca0• CANSTRUCTION SET � Pratt 8 lambert, Inc , 2 . Gas loy : Nargrove or Meettlator, type as selected , witA aucmati < P N� , 1 Kwal -Hare115 i9n1 d an antl wall srltch . JUNE , ; Nelly-Mpore P0.NT 1 • GENEMI Olympic ART 3 - E%ECUTION � ReI fApproveC Substttute � . Ol INSTALLATIOX 1 . O1 MOPN INCLU�ED . Sheet Nixnber JPAR1 7 - F%ECUTIOx A. Gene�al : Ins[all in accorGance witn tne manuf�cturer' s rccaimendatfon A• ��Dle[e plwn:,i ��y systen, inU uding Cot not 11mi [ed to the desiqn and anC in campltance wl [� applicable co^_es . L SLSO11 � � raste � and vmt 1 In and connections to t�e sewer. � 3 . 01 GREPAI7ATION B. Gas Burninq : Gas 6urner and gas supD� Y untler Division 15. 2 . Not and cold weter piping ena gas piping anA connections to w+ter and qas utillties . D � A A A. General ; i . Valves , [raDs , cleanout areins ar� nose 0165 . r �V� f't I I . Sand finishes on wootl and metal surfaces between coats to assure _ _ 9 , Roof flas� iny for vent p� piny . smoot�nefs and atlAesion of suDSeQUent coats . Use ex[ra ftne CT 0 B AiN Af�ESSOkIES � Instel Ltion of all plum�� ng f : . • , res an� aireYSnn es . y sanOpaper to avo1E tu[ ting the eaqes w�en zandln9 . �ppiy putty or L . Secure and pay for necessary perr � ts ana fees . Prepare a��o su0mlt i ' � spackitng campound after surfaces are primetl and primer is tlry Br1 drawings an� calculations �s nece ;sary . 1 filler meteria L• flush wich adjoining surfaces . . A�Ri 1 - GENENAL 8 PAPT 2 - PPOWCiS 2. 03 GORTLAII� CEMENT PLASTER (STUCCO) MI %ES o . Master Bath Dlaqonal Accent tlle : Dal -ttle D- 1450 , glaxed , 9- 1 /4' x �- _ �IVISION B DOORS AND MIMOOMS 1/1• ; caraqel � � ? . 01 MANUfACiUXED MOOD MINDOMS 2 . 01 GLASS A. Each Coa[ of PortlanC Cement Plaster: One part Portlend cement [o thre 1 . Grout: Mydrrnmt �e�oca �76284. � Div5slon 1 - General Nequirsenta appUes lo rort of this dlvfsioa . p, Acce t�01e Manufac[urers: to H re parts ol san0 . HyEreteO line �ay be adOeG for plasticity in D A. Glass TyDes : Proviar. glass as inaicated of on�� of che /o1loHing oi awunt ot 105 by wetght or 25i roluee. S�ouIG entl -hyEro Ue useA tn E . SeconAary Bath Floor T11e: EsDire t11e KPT KGO� qlazeA ce�a�ic , 8' z r 2 . Hurdcrcen Ca�pany (Pella of ColoraAo) glezs ; 91aze wtth t�e matenal callea for: � place of ti�e, use one quart per sack of Portland ce�ent wf [� no 8' ; letge. aEAftlonel adCitive . AEG itGer as re uired. 1 . Grout : Hytlraoent Janoca /76289 jcr�tinx nn�fn umm �roRS 3 . MeathcrsMeld TVPE OESCRIV110N � 4 _ , - ` - � � � � � -__ _ _. .. _ . .. _____-. _ _ . 4 . Appruved Substiwte B. Niztng: M1x meter� als in accoraence ritA manufacturer' s recaoendatton F . Secondary BKh Yall Tile: Dal tile D- 1154 glazeE ceraatc, 1- 1/^ .�. n � A Ezterior FIxeC Glating: 5/s^ ar 3/4� naotnal � to acMere lntlicated ana sDecifled results . 1 P ; caruel . . PAR7 1 - GENERAL B . Manutac[urer �nE TyOe : PN L itxeE anA Opera6le Casdient Un1 [s � thickne55 stanCarO stze s7i0/ng Goor lnsulating � 1 . firout : MyEra�ent J�ou I762B1. � � 1 . 01 REFEREXCES . C . Flnlsh : oH�eG for patnt Hnish outsl0e and unHnlshed for clear flnis 91ass units . Clear twpered Oot� sides . ' pApT 3 - EXECUTION � inslde . � 'G. SeconGary Ba[h Accent Ttle at Tu6 and Shower Surround: Dal ttle D-300 , � q . Reference StanGartls : See Sectton 01060 for custan waod doors . ComD1Y B OperaEle antl related fixeG wlnEOw gleaing . Factory{ ;, 01 LITHIN: 9Lze0 unmtq /-1/1" ; peari r�tte. �i pre-glazeA. See Settlon Od610. � 1 . Brout : Hydroment Jamoca 176287. I I rith following : �. Weet�erstrip : MeatherstrippeA. � 1 . Architectural Noodwo�k Quality SunCartls , Gu1Ee SpeciHu[ions and A. �General : Canply wtth 0.darence0 StanG�rES � puality Certiiicat7on Program, fourth Edltton , as puDlished Cy the E . Glazing: Factory gl �zed wlth clear dou0le qlazinq Danel , bronze tinteG � Door Glaztng : Factory pre- ylazeG . See Sectton � H. Shower floors : Oal tile ungLzeU, 2' x T ; color as selected. I I 08210. Architec[ Moodwork Institute . on south and west . j 8. Stucco on S�eathinq : Apply paper Ue[ked self -furrinq swcco �as� 1 . �rout : HyUraaent ; color as selected. a . Cowply with pre�iun 9raGe reauirements . directly to s�eatM ng for exterlor stucro. 2. 02 GLA2ING MAiEPtALS ( I. Accessor Viaces � Prqride Gullnose ce�amic t11e feces at all outside � '� F . Accessortes : Pravide necess�ry hardware, anchors and rela[ed itea5 . Y P � 1 . 02 SUAMITTALS � � .U2 (MST�LUTION OF ALCESSORIES corners or eaposed edges. I � G. Screens : Proride fiEerqlass �es� screms for all operaCle s�sh. A. Elastic Glazing CanpounE : Canply wlth fe0erai Specificatlon i A . Shop Drawtngs : SuCn1t 1n acrordance with Sectfon 01300. InUlute TT-D-7Bla, Type 1 or TT-G-q10e . Glan ny 't17�pound shall be pafntable � A. Corner BeeOS : Init�ll corn�r beads tlqhtly M1rod to lat� �t exposed 2• 02 SETTING AND G0.0UTING M4TENIALS f 9 . �� PART 3 - El(ECUTION rartety . � tocatton , size, elevation , Eetails ot construction, harAware 6lockin exterlor cornen. flre ratin9, factory DreDarotlon reQuirements for each door type. �. Accepteble Nanufacturers: � 8. Setttng 8locks , Shins anC Blazing Clips : Stze antl type as recainendeE � 8. Gs1n Be 1 . Laticrete Internattonal , Inc . 3 .01 IMSTALUTIDN ANO ADJUSTMENI g �AS : InsUll rhera pLstered surfaces ftnish �9�tnst concrete Uy ylass manufacturen 2. C-[ure Chenlcal [u. , Inc . � l . m W��ITY ASSUNAtICE xsonry or ot�er eaposed surLCes and elsewherr �s lndicated on � . I A. Gmer�L• Instell Wndws accoMin9 to �anufacturer ' s InstrucNons and dnrinqs . 7 . ApproveG SuDStituYe � q . NeguLtory ReqWrments : ProvtCe uL or 4arnock Hersey 20 �tnute LDeI rerie�ed S�op Drewings. AUJust operaDle SazA to rork freely rlth atl P�T 3 - E%ECUT1oX j � an Eoors reQulHng ftre laEel . (UOOrs to Garo9e) • hardware functtontng propeNy. 0.e-+EJust at co�D� etlon of t�e �oG if C• Control Joints : As InEluted or at 1nt�rv�ls no[ to eKCe�E 30 it. o.c . B. DortlanG Ceem[ Morte�r. l : 3 PortlanG cement/sanA 9auqeE with Laticre[e , � � 3 . 01 PREFAMTION of stucw surfaces . 7701 admix or approved suDstiWte . Mix as recomnended Oy �anutacturer. � O directed �y [�e ArcM tect . ' Bond Coet : neat Gortland cement gauyed with laticrete 42)1 [ile settingi IP0.RT 2 - VRODUCiS , A. Fteltl Measurements : Fie1E measure oDenings Ge� ure orEering teepered or� 3 . OI APPLICATION lfquid or approved sulbttitute. j Q insula[ ing ylass proGuc[s . Be responsibie for proper t1t ot fie10 C . Latez-PartlanU Caaen[ Mortar (Thtn-Se[) : pNSI 118. 4 , 1 : 1 Portlantl Q Y l � Z . 01 PANEIED DOOHS ' i measured products . � A. General : Camply r1tA Neference Standardz . ce�ent/santl gaugetl wl �[h Laticre[e 1237 tile settinq liqutd. � W G� h . DeSCHption: CuT[om ma0ufa[[ul'eA SoHd Sto[k Sttle and r'atl with - � � � -'-- �� - �'- �" "' � " �� --� " � � � P P 9 VART 1 - GENERAL B. Protectiom Canpletely tover glass Curing spray painting or other P ppp�y portlend Ce�ent Plaster fn two coatf to totel D. Graut : Laticrete dr authentic dlviCeG lites , attern es indtcated , Awi reoium rade B. Ap Itr.atton : ylbond grout and )otnt filler gauqed wtth Lattcrete ' W construction operetlons th�[ �night cause dunaBe to glass . j i constructton. Pre-pac�ineE lor �erUwere . Thickness as scheduled . thlckness of t• . 3701 aEmia . M1x as riecommended by manufecturer. Culor as selected 6y / \ � O � 1 .01 SUBMITTFLS . 02 INSTALLATION ArcMtect . ! t.! (� J i 8 . Specfes : Solid stock. C. Fint [oat : Apply ftrst cort of Dlaster wlth such iorce as to secura i / � 1 . Exterior Ooors : Clear Ponderasa Pine A, S�op Drawings : Subd t in accordence with Sectton 01300. A. Stops : 9ood key . 2.03 MISCELLANEWS MniER1AiLS V / w Q i 2 . Interior poors : Clear PonAerosa Pine. � 1 . HoIC 91ass with wood stops as detalleE. Stops will be furnizhe0 � U PART 2 - PRODUCTS under other sectton of tnese specificattons . 0. Mork�ensM p: VerTO� rrork true to line, strNght mA plwi6. A. Troweletl on Naterproofin9 System : LaH crete 30 !/3l5 waterproof �Gr�ne Q C . Gla:ing: See Drarin9z. 2 . Carefully resove any stop alreaGy in place as necessary to per�lt 1 . H nlsheA Surfeces : Frn ira� wres, dents, hunps and ot�er vith Laticrete reinforcing faDric . , ' ` �2 .01 ROOF YINOOMS the 9lazin9 . ��perfect 1ons . v , PAFi 3 - EXECUTION 3. HanGle stops carcfully an0 property tnsull witAOUt Ea�age to saeie. 2. Eaecute work to aroiE any trregularlty occurrtnq at patnt or place P�T � - E%ECUlION � �� A. Accep[able Manufacturers : ��en one section ts 7oloed ta anothen � Z J . J . ol PREPAMT1011 1 . Velue-luoertca , Inc . � B. Glazing in Nood Frames 3. Arises ena Mqles� Trve �nd sharp. 3 .01 VpEPARATION � Q - 2. Approved Subs[ i [ute 1 . Center glass fn glaling raDGet to eaintefn recainendetl ciearances a[ N . [onditloninq : Condition doors to arera9e hmoidtty in installation area E. Finis� Coah Apply synthetic plaster flnish cat over Portl�nd Csant R. Materproofinq : Trowel apply wateroroofing on snower iloors to recetve Q prior to hanqing . B. Manufacturer and Type: Nodel FS Fixed . penueter on all four siaes , inslde anU out . Rest glass panes on p� �ster bese coats to �atc� uceptM sa�ple �rc� �n0 accordlnq to [ile according to nanmfacturer' s rr1 [ten Aata sneets . Eztend wlniom of� _ � . - --- setttng Dlxks as recpeenEetl Ey the glass m�nufactunr. unutacturer ' s rcca�enAntlons . 6' up walls Eehlnd �all flnis� . Nelnforce all corners , �otnts an0 2 . Install shims as recmmenaed m natntetn clearence between z[ops and B. Prefitting : Preft [ Ooors to frvnes anE oacM ne fo� �ardraro to rha[ev C . fIM sh : Jo0 stain ftnis� tnside. plwinm cLA outside in color {ace of glass . Se[ glass in a full Ued of gLztng canpounG , hold in OenetraH ons with relmforcing faGric . j � extmt not previously rorketl at factory as required for proper fit and selatetl by Architect . . place witn metal ylaalnq clips or shims, then stop fn wt [ h metal F. Fin15AeE Su�fa[e: Plasterinq tn v1i1Ch fine cracts , pt [i , c�ecks , waves � unlfoiv Nmrence at eacA eGqe. stops as specffied above , set in a full Getl of 9lazing canDaunG . streaks , utfaces , Dllstert or other Eefac[s qy develqi, will not be 3.02 1NSTALLATION �. HeatherstriD : Manufecturer ' s stendarO . Malntain a mimmum face clearance of 1/B� Uetween glass faces ana accepted. Cut out �n0 proDerly repLce sucA ane:. C . Sealing: Betore tnstallation of �ardrare, brush epply exterlor seal metal stops as called for by FGMA Stantlards . A. Tile Floors - TMn Set Installa[lon : Install , grout , clean, pro[ect antl � coet to a11 .Job stte cut or planea surfaces . 1 . Sealen T e E . G1 �11ng : Pre-glaxed wt [h tecpereC Insulating unit , exteHOr fece bronz � , Cu[ glass witn smouth , strai9M e09ez of full slze requlred Dy the 3 .04 CUPING cure in cunformance rtth TCA �andbook Methods anA ANSI A108. 5 using yN [inted , altitutle aOJustetl If requlreO . latea- POrU and cement mortar: � reca�nendetl Gy manuf�cturer. � openinqs . EGge clearonces shall conply rith FGMA Stantlards . 4 . Leave glazing canpoun0 and Dutty smooth and clean . Remove glazinq A. Portland Ce�ent Plaster (Stucca) : Da�p are eac� coat. Cure scretch __ 1_ Yood Floors_ 7CA Net�oG F149 ! ___ __..-._. . ...______ . _. _.. , 3 . 03 IxSTALUTION F . Accessorles : Prov�de neceszary anchors and releteG ltaos . �onpounE and pu[ ty frqo a0,lointng surfaces wlt�out daaaging the coat for 48 hour peNod Eefon brown cwt ts applled . Cun Dram coat - � -. . � finisA. - for IB hours , allor to Gry (or H ve days tAen apply synthetic pLster 2. Concrete : fC� Xethod i1C3 . Slehs shall De free of curfng [anpound A. Gene�al : lntttll do0r 1n accorAance rith �anufacturcr ' s rc[oqnen- G. TI'1m FlaShings : PrOVide all relate0 aluolnum trim and fla5�ings , color ffnlsh coat, or ot er ��oni ,wimates e ore proceeAing. dedons . to oatch winAOws . Provi4e gang tyDe 11ash1ngs . . 07 CLERNING - � ��� 8. T11e iluors 7�rtland Cement Nortar Bed Installation : Install grout, 1 . F1t to widt� Uy planlny and fst to helght . In no case shall tloors clean, protect and wre in confor�ance wit� T[A Nendbook Met�od F112 an be cut Cown to openSny sizes sealler tAan those for �M ch t�ey wer PART 3 - E%FCUTIOB p . Leave glazs in a �ob clean conaition .it� glaz � ng canpound and putty µ5i AIOB. I . Install t11e retnforcfn9 oesh in eortar be0. unafacwred. � J . 01 INSTAlUTION orefully removetl frpn glasz an0 a�)otnin9 suNeces . Ftnal c1eaM ng of � B . Nanging: gl �ss Is unaer Secn un DUOJ PART 1 - 6EXEPAL 1 . After sizinq Uoors , fit for harOware as scheUuled. eefare in- A• General : Install wlnGrnrs accortlin to �anufacturer ' s instructtons and C. W11 111 � e,. Iintall �tion Orer Gypsu� Board : Install well t� le g 1 .01 SUBMITTALS using the th � n � .•[ �rthod. Install , grout , clean, protecl in , OIYISIOX 9 FINISNES Confonancc r ' �• '^. iCe NandDOOk Met�oE V243 anU IUISI A108. 5 usinq l�tea ztallation of hardware, Urusn apply an exten or seal coat to )oG revieweE shop drarin9s . A. Product Uata : Sudnit in accordance �i [h Section 01300. PortlanG cnxmni �nm•tar. slte wt surfares . Ilse se�ler retommendeC �y door �anufacturer. T . Nang doors to 6e free of Oinding with �erGware functioninq propeNy � • 02 FIELD pUALITY CONT0.0l Divlston I �rneral Requlresents epplles to �nr1 n( thi > O � vislon. D. Ne11 T1i � . � inslnlletlon Over Cementtttous Board : Install wa � ' : VART 2 - VNODUCTS ttle usim, � •� `�, ii. -.rt me[�od . Install , r � A. festing : N�ter test windows upon canDletlon in [ne presence al the g out , tlean, protect 1n T N S • ArcMtecL Conduct test usinq a hose wtthout nozzle and thoroughly wet 2.01 MATERIALS conforwan. � . � � �� itA. Handbook MethoG u2<4 anG PN51 AI08. 5 using late:� the enU re glass surface . Netest until watertight . Portland �c-� n; •:,o,�r,�r. I PART t - 6ENEML A. Gypsum Board : E. Ceranic ttle Showers : Install , grou[, clean , pro[ect in conformance C4NT I - GENERAL 1 . N re 1latea : 5/8• Firecode (Type %) . Use in all locattons . rfth TCA Hn�dba��k Me4hod B915 in conjuncd on with Net�oC 4214. 7 HAR W 2 . Moisture Reststant : �IS6 W/R. Use 6eM nd ceramlc ttle . L Ul SUBNITTALS 1 . 01 SUMMARY '. � 7 , Cementittous : Monde, Soard Dy Moaulars Inc . Use at 6athtuE anG � i shower surrounUZ . . 03 SEALING �� PART 1 - GEMEAAL � A. Sectlon Includes : . . N . SAOp Drawtngs : Su6qit in accortlance wi [h Sectton 01300. � 1 . Meul LrtA � i � A. n ly pcnetret � i�y semler accorOfnq to nanufacturer' s reco�nendations t„ - B. Rccessones : 2 . Flber rcinforced VortlanA Ceaent PlasUr bsu coats on Lath ; a floors . VARi 7 - PRODUttS 1 :01 W�� �TY ASSURANCE �i 1 , Trim : USG No . 2008 anA 101 . Use 3/a• Nadlus BeUex at outside � �-- - � ----- .- - .-.--.--_ __ _ . . . _ 3 . Synthetic PLster Hn1s� Coat orer VortlanE Cewent Plaster Gese � - � - -- - - � coats . corners . � - - � - � - � - 2 . 01 MOOD SLIDING GLASS DOORS � A. Suppl / er Oualifications : The Aardware supplier must hare In M s eoploy ff 2 . Fasteners : Drywell na11s . R �N� a regular �mher, in gooA s[anEtnq , of the Merican Sod ety of � � �� A . Aaeptable Manufa[[urers : �rchitectural Mardware Consulunts , who shall Oe responslble for the � •02 NEFERENCES C . Joint TreaaenL � pAPT I - GENEPAL /� 1 . Nolscreen Company (Pella) detatling, sc�eduling antl ordering of t�e H nlih Aartlr�re . h, peTercnce S[andaMS : See Sectlon OI060. Caiply wtth }ollwf�q : 1 . Dryvall : USG Perf-A-Ape/DUraDOnd Syste� or equal . I ` � J 2 . MurC 2 . Texture: Contractor' s oDtlon . 3 . MeatheriMelC B. Re ulatory Requirements : Provide UL listed �ardrere for fire or 1 • Metel LetA AssociatSOn 'Speclficatlons for Metal lathing and ; I . OI SUBMITTALS furring• , 1981 EGltton . � yppT 7 - EXECUTION O � 4 . Accepted Substltute acc ; Ae�t ha:arE wnere sc�eduleC or requlreE to maintatn rating of p, Ax51 M2 . 7- 1971 'LatM ng �nC iurrinq for Portland Ce�ent anU � A. Se�ptes : Subm� t for color selec[ ton . opening. f_ __ porU an0 Ce�ent - Lf�e PlaSterin9 � Exterior (S[ucto) and InteryOf' . g O1 INSTALUTION B . Uescrlptton : Pella Mood Potlo Sl � ding Doors and ira�es . as 1nGicated. r' � � � 3. ASTM C926-BI 'Appltutton of PortHnE Cement BaseA Pluter• . ; PAPT 2 - FROpUCTS Q_ 1 . Glaiing : Factory tempered insulating bronze H nted glaxing. 1 • 02 SUBNITTAlS A. Generel : Apply antl flntsh in accortlance w1t� Gypsum Assatation GA 2l6 � � el [ itutle ad,lusteC if requlreC . LinteU on south and west . 1 •03 SUBMITTAlS � 2. 01 MATERUlS M 2 . Accessories : Provlde with screen Aoors. A. Harduare scheAule: ;ub.i � i �� accorEance witA Section C U00 . `_ � 3 . Hardware : Provfde cae lete rfth standard ulls �nd deedlak. B. layout : ADD� Y Danels in as long lengtAs as pra�tical to keep }otnts to � p p A. Product Data : Suhoit tn accor0ance �tth Sectlon 01300. IncluEe each I A. Sheet Vinyl Flooring : � B. Templatei : Nitnin 11 Oays alter recetpt of the epproved correcteG type of Lster uterlal , �eul lath, �nd latMn �ccessories to Ee a miMmion. � � C . Accessorles : Provide necessary anchors and relateE ttss. hardware sche0ule, submlt 1 sets of t l �tes anO sc�edules [o the Goor p 9 l 1 . Aimstrong Custaa Corlon , color anC pattern as selecteA Gy Architect a7 Installed . �nA fraoe suppllers . C. Fasteners : ApD�Y boards to wootl framing wtt� nalls or screws. � g, Adhesive: As reco0oende0 by manufacturer . VART 3 - E%ECUTIOX 1 . 04 WALITY ASSURANCE � � � PART 2 - PRODUCTS D. lblsture Pesistant: Apply M/0. sealant to cut edges and nail heads . ; ppRT S - EIIECU110N i3 . : :NSTALLATIqI ANU ADJUSTMENi � A. F1eld Sa�ple Arees : � 2 . 01 i1NISN HAR9MARE E. Cut Holes : Noles for electrical Aevices , ptpes , etc . shell not ezceed � 1 . Stucco : Cwplete suple 100 square feet ares af mch type enE col . 3. 01 pAEPAlUT10N ', P. Gmenl : Instail tloors according to �aaufacturer' s instructtons and con0ltton af sWCCO. siie of cover plate or escutcheon . Repalr orersize hole rlt� ner pmel . A. Latsets : of qypsuu boartl; spukle Hlltng wfll not Ue pernitteC . reviewed sAoD draringa. AE�us[ [o rort freely witA all harAware 1 . ExteHOr. Feron CelUC PMT rrouqht tron �ith gun�e[al flnish. Z• Sample Are�s : Illustnte wdeling, texture �n0 colo�. A. Cleam ng and Prim� nq : Clean su�scra[e before applying . peeove rouq� � tunctloning properly. Dlstru0utor. EGG � Dart , Denver, Co. Tel : )O7/7�4- 1676 3. AaepteE Suryle Aroas : S[enAard fo� nit of rork, p , Trir Appiy at corntr:, rhere drywall abuts dissl�Slar eateNals and a spots and any forn �gn ma[ ter [na[ mig�t Ge evtAen[ [�rougA the floon og 1. ACCepteO $anple Aroas : May �andin part of CalpleteA pl'O,JlCt. P�ice SuOStrate ai recommentle� by [�e manufatturen Cover only that 'D3 � 2 . Interior: A SeHes SchLqe Orbit ./ Oart bronre hrusnr0 flnis�. indlcated . � Function as IndlcateO on t�e Grawinqs . � , �ount of area wM clh can Ge corered witnin t�e recaamenAed rorking time V . 1 .05 PR0.1EC1 COMOITIONS af tie aAhesive. G. F1n15M ng : finish Jolnts antl fastener dimples as recammended Gy B . HSnges : �, Envtrorvnental Requtrements : wnufac[urer an0 sand saooth. Apply hock an0 trwel te.ture as dfrecte 1. 0Y INSULLATIOH IPART 1 - GENEIIAL 1 . Exterfor: 1- 1/2 p�ir De11 beaM ng Eutts �1th dark Oronze finish . � , Cold MeatAer Vrotectlon : Protect plaster coats aqafnst ittezing (o �Y ArcM tect following appllcation of pr1�e coat Dy the patnter. Z In[eHOr: 1 pafr D� ain De�rin9 Dutts vith dart bronze flnish . . -- - --� - � --- - �� - -- � ------�- � ' perlod of 21 �ours �fter �ppllca[fon . Oo not aOV� Y � �teN or or - � � " - ' . A. General; Install in accorGance •ith the recmwendatlons and specifi - ��no�i�CwnnmqRnn + 1 . U1 SUBNITTALS e�terfor plaster 1f aMtent temDerature is less [�an 00° F. - - - � ��- - � - - - ' � � - - � - � -- - cations of the manurtacturen � ��wi.n., rc 4 C . Thresholds and Ncatherstrippinq at Interior poor to Garnye ana all Matntetn thls tenperature 48 hourz prlor m eppllcaUOn, during �un,on�. n...�.e � A. Shop Drawings and Product Data : Submit in accordance wt [h Section - Emterlor �oors : ExtruOeJ Gronze thresholtl , Ou1E type Hearherstripping apD� � ution and Curing curinq by uie of tenporery Aeat end mclosu � and Danko 222 DV door bot[aa wlth weather rotecdon . PA0.T 1 - 6ENEML Tnnaoc��,em. a�emew.0 � 01300. P . .. . . .'^ '1f necess^arYR.•_• --_ T N N R N antla�sprvyirco�pon�W U. Closer: At lntertor Aoor to �ra e. 1 . 01 0.EFERENCES n.ra�n, uan �nsirom.mo� P0.R7 2 - VNODIICTS 9 9 2 . Not Yeat�er Protecrion : Vrotect plaster against untven or excessfv vo�K� ��, " �^� eveporatlon tlurinq Ury, hot weather and fron strong 6lasts of Ary DAR1 ] - GENERAL �pMyO� ~�0�w'��m'�� 2. 01 OYERNEAD OOORS E . Stops : �ane type ruD6er wall stops et all doo�s . ProriOe rood bloCkin air, etther n�tural or artificfal . A• 0.eference S[antlards : Canply with [he following stanEards : .n Nwi.w. ac .ro �e in wall . Wrk bronze finlsh. 1 . N151 IOBJ - 1976 - glaze0 vall Tfle, Ceradc Nosaic Tile, Quarry Til �wiiow �va � »nobw �o and Paver Ttle Installed .Ith Portland Ce�en[ lbrtar. 1 . 01 REFERENCES wn. ��nwm m• «�m� p� ADDroveC Manufacturers : ART 2 - PRODUCTS - °1^"O"j1pnp1ROD"" ' 1 . Overhea0 Uoor F . 51101ng Close[ Doors: S1iClnq Ooor Set. 2. /UISI 108 . 5- 1976 - [erutc Tile InstalleE rith Dry-Set Po�U and � a�ou Ea.a,a u o..�,,,�,., C'aen[ Mortar or latex- POrU anE Cesent Mo�taf. A• Un1e55 alhenrise intlica[eG , canpiy W� ro all appli <aLle reQUirements of � k a w�ry wan 2 . Raynor XanufacWring to. PART 7 - E1(ECUTION - •01 METAL FRAMING AXO LATMING MATENIALS 3 . AMSI 118. 4- 1973 latea-POr[ lantl Ceeent Ibrtar. Laticrete Data S�eee 230. 6 . 3 . Approved Su�st1 [ute 4. ANSI 137 . 1 - 1980 - Ceranic Tile . � A. Metal ut� : K- lath type Si8 paper OackeO b�IvaMZed stucco netting or 1 .03 SUBMITIALS � B . Manufacturcr and TyDe : Naynor Regency, 7 panel , flush penel secttonal 3 . 01 INSTALLATION ��a� . 5. Ttle Council o( Merica (TCA) - 199] NenA600k for Cer�ic Ttle . Installatton. � iverOpe ations �MOtonaea�wlthsoperatlon Dy AanA he1C acdvator in A. fastentn Furnis� Ite�s of Aardw�re wit� attecl�ent screws, bolts , g ge galvanizeU �ire. A. Sa�ples : Su6mit saa�ples af floon ng proposed for use showing extrme 9: 8, iie Yire : No. 16 or No. 18 a 1 . 02 SUBMITTALS varlatfons In color and teMture. �8l@ veM cle and push but[on operation in garage . nuts , e[[. as rcQufrcd [o attach AarEwre to type of nutrtal tnvolved �. 3 I I' �' and wlth finisA to natc� harEw�rt with wM cA they are to be useE . C . Casin9 BeaCS : USG No. 66 sauare edge (expandeG type) or equal . p. Sa*Dles : Submit complete samDles oi Nle anG grout [o ArcM tect for B . Produtt Data : SuCmit proaucc Caea on all settin9, group nq and Ueaning RBVIS@(j: C . SiZe: A5 inCiCatetl . B. Neatherstripping T�resholGS : Run reatherstrippt^9 full hetghc of 6otA D . R1ght Anqle Corner Beads; K- lath Kwtk-Corner or epual . �a� or vertftcatlon in accorCance vith Section 01300. materials . U . irock : ProNde stanAard track . JasCs and full width of �ead. Pun t�resholds full widt� of openln9. � � � - - Run door bottons full ridth af doorz. Set t�res�olds in caulktn9 under E. Interlor Corners : USG Cornerlte or eQUal . 1 . 03 PRWECT CONUITIONS I1 . 04 WALITY ASSUPANCE � � L Herdware : CounterGalance Eoor wi [h tonion s rtn s and alvanized 11f[ Sectlon 07900. � A. Contractor ualiflcations : Floorin subcontracmr must �ave e[ least D 9 9 A . Fnvironmentai Cona/ ttons : Do not install [tle set in Portland cement 0 9 uCle . Provide standarA �ardware far Insitle latthinq �n0 tylinder lock . 02 POPTLANO CEMENT PLAS7ER (STUCCO) MHTEPIALS - flve (5 ea ' C . �E�usNnq : Pr1or ta HAaI Inspectfon , InsDect and ad�ust door closers , mortar when the emblmt temperawre ts below 50° . Canply wtth m1M�um I ) Y rs ezpenence tn the installa[ton of stane floortng OpNSTRUCT ION SET � F . Finlsh : MooE siAing Ey others . locks an0 Itens requiNng close atl�us[aent and requla[ ion anE check all p. partland CemenL ASIM C110-B1 , TyDe I . ��perature requ� remen[s of DonOing an0 groun ng naterials Aanu- � Drojects . keyin9 � tacturers . J UNE 3 . I 9 9 2 B. Mock-Up : At a locatlon tltretted by t�e Architec[ , fnstall sample panel G . Suppo�t : GroHde necessary supplemen[al framing for support of trac4s . . - ----- --- --- - � � - � - -- - - - -- - - B . MytlrateC lime: ASTM C206- 74 . PART 1 - PRODUCTS approxin�ately 9 ' -0" � 4 ' -0• in size of. Use construction niethods anE oeterials specified . Approved Nock-�p may reaain part of finis�ed work PRPT 9 - E%ECUTION C. Aggrega[e : Cledn natural or m�nufac [uretl sand , } ree from deletertous 1 y , p� T ��E PART 1 - GENERAL aqoun[s of lonm, clay , salt , Sal �� le sal [s ana o�gan � c natter. 1 . I PART 2 - PPODUCTS Finis� Coa[ A g p g q 1 p , Master Bath Floar Tile: Oal [ fle D- 1525, qlazed , B' r 8' ; Deiye . Sh@Bi Nllil�@f 3 . 01 IHSTALUTION ggre ate : fine stlica sanA crn � vin wltn re uirnaents l . Ol QUALITY ASSURANCE 11steG aUOVe . � ; L GrouL• NyUranent Juoca �76284 ; seat with penetrating sealer. ' 2.01 STONE iL00RING A . General : lnstall overheaC doors acwrdinq to eanufacturer ' s I Instrucd onz and reviereC Sho Dran n s . A. Negularory Requird�entz : 0. Finlsh Coat : Syn[hetic Plaster. Sinqle color requiroG . � A. Materlal : RanEO� attern Colorado Euff sands[one . P 9 1 . Safe[y Glass : Canpiy Nith State Statues , UBC �ND ANSI Z97 . 1 . i • AcceptaGte Manufarturers : I B. Master Bath T11e at Tub Backs0lash and Shower Surrouna : Dal d le UJ27 � P SECTIOX 08610 MOOU MINDOMS _ a . Dr vi [ S s [ein, In[ . (Dryvit a glazeA, 4- 1/9• x 4- 1/i' ; beige . P M � y y � � 1 . Grouh HyCronient almonA r76265 ; �2• 02 IIOATAX AHO GPWI 1 . 02 0.EFEXENCES D . EI Rey Stucco Co. , Inc . ( Perma-Flex) c . Insul /Crete , Inc . ( Insul /Crete) � C . Master Bath Accent t11e a[ Tub Backsplash and snower Surround : Dat til � A. Thick BeA Mortar : E : 7 PorU and cement/san0 gauged wi [h La[ lcrete A701 VARi 1 - GENEML A. Reference Standards : Canply wttn : � tl . ISPO Inc . (R -uall ) D- 100, qlazed , 1/2' wide z 6' long ; white Admiz as specified untler laticrete Data Sheet 230. 6 . l . FGMA Gla: ing Manual , 1980 eGttlon . � e . Kern - 1ac , inc . (Pleka iherm) � 1 . 01 SUBMITTALS � 2 . FGMA Glaziny Sealing Sys[ems Manual , 1970 edltivn , f . Sto Industn e: , Inc . ( S70) i 1 . Grout : HyAroment almond 1762G5 . � B . Slurry BonE CoaU Vortlantl cement/sanG gauged with Lattcrete 1923) J . Insulatuiy Glass : IGCC cer[ifiea . g . inoro System VroUUCts ( l �or 0 Nall ) Adntx as sDecitled under laticrete Data Sheet 230. 6 . A . Shop Orawings : Subnit tn accordance vlth Section 01300 . h , q� ART 3 - E%ECUTIOH PANT 3 - EXEC�TIOX ' B. frn�ing : C . Retlwood Deck : Si5 Cons[ruction Common ReUwooG . PART 2 - PRODUC7S � � - ' � l . Perfoim framing In zu�stan[ tal manner consiswnt ui [h accep[eJ 3 . 01 INSTALlA710N 3 . 01 ERFCTION stendards of the carpentry trade . Erec[ framing piwn� , level antl D . NooC Door Frames : Ponderosa pine , C select or nettcr � clant assembled 2. 01 ROOiING MATERIALS � [rue, anA rlgfdly anc�or in plece . wit� corners CatloeO antl yluetl . Ftnqer Joinciny not accepta�le. A. General : unless otharvlse inGtuted , 1ay Dlock 1n runnin9 bonC . T . Locate stuCS IG^ o. c . except wnere indicated othe�wise . Provtde 2-b��CLOSET SNELF ANO 0.0D A. CeEar Sheker. nll rooflng s�akes sh�ll be No. 1 hanC splli and resawn 1 . M�ere cutting of units is necessary, wke cuts wlth a motor-drlven p • 6eneral : Erect structural stqel in accortlance wl [A RISC Spen H catlon douole studs oou�� ziaes af oDem ngs anG et enCS oi ralls . Red Cedar. SAakes sAall Ee 18' IengtAs , 1/2' Dutt tMckness - masonry 5aw. and notes on Drawtngs . 3 . �ocare roof �oixts as inaicated . Proviae conn nuuus neaaers or Z stH te flusA Joints�7�o rlazeC, C1 ck units�asdinGicated� �ts . P�te or q y for aead solid Ulacktng nas Inaicated) at jotnt Gean ngs . Yrov� Oe �riGging �• PalnteG p�rtiA eDO�rC s�elf rith w�od rod L��h supported by �etal w.11 Each UunGle sball IOear. the IaCel of tLa -ked Cedar SMnql� anA Handspltc - B . Tesporary B�acing : ProviOe [emporary Graan as necessar ��� � � � • 9 load, wind and erectfon stresses . ���� �� � -- � - --"- - - � --- - Arackets la�ted 2 ' -0' ut. oc . Shake Bureau. ProNide s ec1 �1 starten �t eave Une. Al1 roofin ��� � . � . . . ,. . . 3 . Ad�ust masonry dieensions and install starter units as requtreC to - - � � 9 es fndlcateA . :hakes shell Ee pressure createA to �eet UL 790 and sA�ll �ave the eltmina[e small cuts anG to malntain �onA. C . Bearing Plates : Align Intlivltlual bearin 4 . Replaa werped 1wEer in ralls and Jotsts prior to tnstallation ot �PART 7 - EIIECUiION uivalent oT Ctass C �ire rettn . . . struttural •members with wedges or Shtns , 9 �� ates tor beams antl s �milar N 9• _ � � �� � H ntin surface. , � B . 8utlt- In MdWers : Sleeves of proper size shall be proviGeO by ot�ers to - -. -- -__ -_- . . 5 . Ancnor plates at Ge�rings +s � nOtcated. Unless otAeM se 1nd1ute0 , ��� 01 IMTERlOA INSTALUTIqI B. Noofing Felt : No.. 70 fcl [ acceptaEle for required flrc rating . pernit passage of pipes througn walls . Bu11G in wall sleeves , anchors , � � - - -- - -- - - � -- pla:es , Ilnteli and ot�er steel �embers Drovtded hy others. Properly set �� T M R oolt pLtes fir�ly to concrete rlth 1/2' x 8� anc�or polts , � ' -0' - o. c. or use rosset , or equal , poyder-ectuated fastening sys[e�. A. Quality Grade : AM1 Custa� C. GIM sh : U1p butt enES of all s�akes 1n O1y�ptc ut�x Stain or approvea sucA bu11 [- in nemCers az walls progress ana under the tlirec[ion of party substitute before insLll�tlon. Color es selecteE by Archltect. proviAin9 sane. f � C . SheatM ng : lnstall sheatM nq p�nels wit� face graln across supports. B. Interlor Finlsh : PART 1 - GENENAL 1 . Mhererer posslDle, eac� lenqt� o( flnish shall be in stnyle plece. pppT 7 - ENECUTION 3 . o2 nCCESSORIES IxSTALLATION D. Metal Fra�ing Anchors : Securely fasten in place in accordance r1t� Mlter �oints at outsfde corners +nE cope Ins10e corners. No Dutt 1 . 01 WALITY ASSURAXCE manutactu�er ' s recamendattons . �°�^�S �> > 0M'�• ]. 01 ROOF SHAKE APVLiCATION n . Non zontal Reinforcement : Insu11 conn nuously 16° o. c . vert1ca11y . 2. Install interlor finls� level , plu�p aad true and tig�qy securc to _ _._____.____. . . _ _ - . . �ap 6" . Instatl add1U onai piece aDOVe and �elow openings extenAtng A. Melders : AMS certifleU. pracfng vit� n�fls , screws , qlue, etc . B11nA natl whereve� A. InsLll sNkes w1t� �pproxlute 7- 1/2• weather as InEtcated on tAe minimwn 2 ' DeyonG opem ng . Install nortzon[al refnforcenent B' oc at $E[T (ON 06181 GLIIEU- T T N i Dosslble. Mhero surface nalltnq 1s necessary , use finlsA nails dnwings. Inte�veare No. 70 rooflnq felt rlth eacA layer. qlass block . . F N arefully zet rlt� nall punc�. � 3. MI11 tr1� tinlsM ng ayatnst walls or celNng wit� extr� width to B. Begin wlth douEle �starter coucse at cave llne uslnq spectel starter e . Nelnforcing Steel : ]ns[all in block as inEicated on the Drawlnqs. A. Metal FaUrication Nork : Canply with FISC SpeciH catlon for the Deslgn , ppRT 1 - GENEFAL peivtt scribinq to w�ll or cetiing at Job shakes . Apply shalkes v1M butts to tAe stralght line star[ Ing at the F�hNCan on and Erec[ ion ot Structural Steel for Builtlings. q . Ezcept where �ro1deC, �111 trin rlth perfectly squere edqes . Mter cave lYne. Na11 iNakes into rood sheetM nq with not less than t�o (2) 3 . 03 POINTING ANO [LEANING I . O1 QUALIiY ASSUN1xCE erecN on , sli9hdy round exposea eages Ey sanEtn9 as tllrecteC. hot Oipped itnc coaCeE n�ils per sM nqle. Dr1ve nails flush but Co not ' B. EMposeA Metal Fabrfcatton Work : Canply wlth Section 10 Arc�l [ecturally 5 , flnish s�atl De hantl s�oo[�ed, reaGy for palnter and free frw crush voods Ma111nq gune or staples are not accepteble.' A . Cut out defective Jotnts anC �oles in ezposetl �asonry ana repotnt wlth EsposeC StrucWral Steel of AISC Cotle of StanEOrd Practice. A. MenufacWrer. MemDer of Pmen can InstiWte ol ciw6er Construction -�+c� lne or tool urks or any rouq�ness . / A mortar. Dry Drus� nasonry surface af[er_ mortar has set at enA oi each (AITC) and five years expertente in faCrica[ ion g1ue0- laolnated C. Fort M ps and rtdg�es as indicateU using saae rea[her as the field of the V � dey ' s rork and after f1na1 pointiny . Clean ezpose0 n�asonry wtt� stlff C . Welding : Canply wi [h AWS Structural Melding Cude - Steel 01 . 1 . structurai units . C . Mood Door and M1nAOw Frres : Insull iraNt square �nG pluub 1n the rooL � � W O brus� and clean weter. i openlnq, watlge and n�tl �Ith flnlsh natls . - - Q 1 . 03 SUBMITTALS � B . puality Mark : Members shall De marked with AITC quality mark in0futln � 3 . 02 COMPLFTION B . Upon canpletion of polnt � ng anU cleam ng , leave tne work area antl ' I conformance to ANS1 190J . 3 . 02 EXTERIOR fINISH Q �( � surrounCi �9 surfaces d ean and free of mor2ar spots , droppings end J A. S�op Drawlnys : SuDmit in accor0ance wlth Sectton 01 )D0 . At ca�pleU on of proJect , replace waryeA or Aama9ed shakes ae dlrected W broken wsonry , � � 1 . 02 REFERENCES A. Install in uxinu� IengMs using non-corrosive nH Is. Q � � PART 2 - PRODUC75 . , _ . ... .�- _ _ . .. p .. . ; . . - . _ . .. b�t�e ArcMtec[ . W ; . A. Desiyn and Manufacturing : AITC 1 U-82 Oesign and Manufacturing , U � O SECTIDN 00900 STONE � � . 2 . 01 NATEPULS Standard Specificat7ons for Structural G1ueU- Lamineted Timber of OIVIS [Ox 7 TNEW1�11 AXD NOISTUAE P0.0TECTION • � '^ V J � . . ... � ...�.�.. � V J O ' A. Steel S�apes , Bari and Dla[es : ASTM A36 . SoftwOOd Spectl5 . PART 1 - GENEML Utvlslor. I � Genenl e�c . � . �. s apD11�f ta rork of tMs dl � iston. ` W B . Steel Pipe and TuOing : ASTM A53 , A5G1 or ASDO; ninlnum �all thickness 1 . 03 SUBMITTALS C ' �f U 1 . 01 SUlMARY 11 gau9e . AR7 1 - GCNERAi � R A. SAOD Drauings : Sudntt in accoraance with Sect � on 01300 . S �TION 0711 �ELf -AOH S1V M � �� YATEPPROOFINL• r l V 1 . 01 REFEpEHCES � ' A. Sectton IncluEes : C . Paint : Re0 Ox1ae primer . I PART 2 - PPOOUCTS PA0.T 1 - GENEML 1 . Stone ma50nry veneer fif¢olace s:rround . D . Xatertal5 : New Stock Of [ype5 ac] Sties inCita[etl. i Z -� Z S[one mantle anA �ear[n at tireD �� aw . A. Rderenea Standird � Coply rKh reco�end�tione of SNACNA ArcM tectural � Q - 2 . 02 ALUMIXUM NAILING 2 . O1 IAMINATED BFAMS 1 .0f YqRK INCLUDtD SAett Netal Manual , latest edltion. L �2 SUBMITTALS A. All lamtnated ee�Uers shall Ge taGricated of Uouglas itr Urc� az 12i A. Furnis� anC Ini[�ll �sCr�na raterproofing at t�e following locatlon� : . ANT 2 - VROOUCTS A. Descrlptton : Mechantcally faztenea tnree rail atuainu�n asseaGly. mo� sture content in acwraance wieh w'CIIB. A11 51zes shorm are net . 1 • Over roof sAeatMny , mtlro roof area, Oefore Installatton oi ..wJ � �j A. Sample: SuEmit saples ot cut stone and stone veneer for approval 6y Factory finis� utth P. P. G . Folycron UI part to match sainple furM sheU -� sh�tes . .01 M4TE0.IALS L Archftect . by qrchitect . Furnlsh [ouch uD Pa1nt for patcning af[er cmple[ton. ' B . Lastnated oember shall be detaileG and taUricecetl 1n accorCance with tn 2• Backf111 stda of foundatlon w� lls when indicated. Cover enN re. r � S[anAard SpectTlcatlonz for the Des � gn and Gabricatioa of Structurel 4ce of wall up to flaor f1aD aDOre or 6" 6elow flnis� groUe. A. Galwm zeA Iron : ASTN A526 cow�ercial usltt s�eet steN wtth A529 , 8. Sanple Panel : Construct 3 ' z1 ' wall Danel of stone veneer in locaU on as PART 3 - INSTALLATION � Glue LaoinateA Tteber, latest editton as uolls�eE b �ITC . 9e ut over all such water raoftn q Y p Y Instali founUatton drHn! p g . G90 camerclal hot dt alv�nlxtn Uirccted by Architect . �pDroveG sample wall shall De standerA for � tnGicate0 anA s D 9 9 9 9 � D�asp�att :etl for parntrng. Ge9es as rrwatnCer of rork. Rmove at canpletion oi pro�ect . 3 . 01 INSTALlATION C . VrovlCe uM ts confo�wing to �ITC IU , 22FV8, U . F . for conttnuous �Der � • 02 SUBMITTALS � Dec1HeC, 26 a e �IM��. enE cantilevers anG 24FV3 (or simple support menibers . Mrm�ers shall De B. tlips or Cle�ts; Sa�e as uterlal befng InstalleU . PqaT 2 - PNODUCTS A . WN d or bolt all items securely in place or otherwise fasten as designed wtih zero camber wlth top sorface clearly stanped on each �• ProOuct Oata : SuC�1t coptes oi unufatureP s 1ltereture for all tndiuted and on approveC sAop Erarings . Grind iteld relds ssooth and A�Oer. products furnisheA. See Sectlon 01300. C . Xa11s anE Fasteners; 6�1WM ¢eE or ceaen[ coated . 2 . 01 STDNF touc�-up rith re0 priner . Touch u aiuminum railin9s as requiretl. i __. 2.02 NAADWRE 1 .07 JOB CONOI110N5 n . Stone Yeneer: 2• -3' xo�inal thiciness ColoraGO buff sanAStone �ith OIYISION 6 HOOD AND PllSTICS 0 . Solder : 1/7 lead , 1/2 tin. sD11t fare finish . Grodation to matcn approve0 sample p�nel . �. A. Ma[eN als : A. Enviroru�ental ConAlttons : DuNng colA reat�er, pintain suGZtr�ta E . Sealant : 7olyuret.hane. Roofer �eastic not acceptable . B . Meart� : 3� tM ckness Coloratlo buff sanUstone wtth split face � ton 1 - Baneral Requiraents a�plies to work of tMs dtvl5ion. 1 • Steei : ASTM A36 te�p�rewre at �1Mw o! �0• i. 2 . Bolts : ASTM A307 MT 3 - El(ECUTION H nish . Color: As selectetl Cy Architect . � 3 . Lag Screvs : ASTM A307 PART 2 - 7PO�UCTS IyWfGL'• (r" T+K.F u+W� {�( yi�iL7d{UNG w/�I.ITFK.E �INISf1 R 6N A P pY � . 01 MORI;MAp5H1V 2 . C% MONTAp AND ACCESSONIES � B. H ntsh : 5[eel prtme coat . 2 . 01 NATENVIIOOiING MEMBRANE P�RT 1 - GENERAL � ' A. Flashings : IncluNing: n . Mortar. See Section 01100 Mortar 12 .03 F�BRICATIOM A. AcceDLDle Xoof IM�bnne Systras : 1 . Counter, 8ase end-Ctil�ney flasMnq : 2a gage. 1 . 0! REFENENCES I . M. R. 6race ice antl Mater Sh1e10 2 . Edge flashing at Shingle Noafing : 21 gage. B . Wall Ties and Accezsoriez : See Sect� on 09150 Masonry Accessories A, Fabrlcate in eccordance with AITC Standards . 2 . Protecto wr�p jiffy seal ice md water guard with all accessory � . Base Flashing at dunctures of SMnqle NooH Og with Verqcal proGucts . Surfaces : 241 VART 3 - EXECU7ION A. Muod iraning : 9CanPly yith requirements oi Uniform Building Lotle anG pART 3 - CXECUTION � • ADDroveE suEstitute. 4 . Valley FlasMng9a21 gage. 'National Desi n 5 ecltications for Nood Cons[ruction• , 1982 eAltSOn , n 7 . 01 PREPARATION puClizhea by Nattonal Forest Proaucts Assonatton. B. Acce Y 5 . Fireplace iluc Top Cover: 16 gaqe as tedlcateC . 3. 0] PREVAMTION DqGle FounCatlon MsEnne S ste�s : 6 . O(Aer locatfons as 1nA1ca[ed. B . Limber: Canply rtth StanOartl GraOinq Rules for Western LuoCer publls�e 1 . H. R. 6r�ce Bitut�ene J000 rit� NI ac[essory proAucts . n . Cleantn9 : Remove C1rt , ice, loose rust anE scele frqn �a11s , tles pn or by Nestern Nood P�oducts Associan on . Each piece of lumber shall 6e A. lnspect previous wark and H e10 measure as required. 2 . Protecto Yrep Jtffy Saal 1�0/55 wfth �11 �ccessory proEuctf . to lnstalla[ton. qrade stamped . 3. ApproveE SuEstitu[e. T B . Coo erattOn : Check relation5hl of masonr t0 work unGer other Se[- ] . 02 ERECTION AND INSTplLAT101� . - P P y C . Plywootl : Canply w1 [� U . S . ProEu : : Standard PS 1 - 74 for So([wood Z A2 FWNUATIdI DRAINIVGE MAT ttons , cooperate with ot�ers ana proceed as OeslraDle for general vlywood/[onstrucn on and Industn al . Eacn panel shall be itlentifled A. Fit senbers together accurately Frt�out motlffication . Accura[ely ART 1 - GENENAL progress anC Gest interest of proJec . rlth the qraAe CraOemark of t�e 0.men can PlywooU AssoclaN on (ADA) . assemble ta lines and elevatlons ind7cateU un s�op Crawlnqz . A. Xarlafl M1r�ArNn 62 ar approved suGStltute. 7 . 02 INSTAILATION OF STONE YENEER pAWT I - E%ECUTIOM .O1 SUBMITTALS PART 5 - VRODUCTS � SECTION 06196 PLYWOOU WEB W00� JOISTS ' A. Samples : SuUmit for color selectlon . ln accorAance rit� Sectfon OI700. � A. General : Lay stone In modified asAtar pattern . Wall texture shall p , pl NOUGH HAPDMARE � . 01 INSTALUTION ■atch the approveA sample panel . do� nts shall Ge glove raked, and Oack PAP7 1 - GENEMI qrouteA as requlred to oE[ain dry- la! A aDPearance. A. Droride necessery bolts, screws , na� ! s , clfps , pla[es , straps , hangers , A. 6en�r�1 : - xpply tn accardu�o���itk �uwfututw' t nta�aMadons. P�T Z ' PRODURS O etc. necessery for the can0� etien c1 rou9� carpentry . Use correct 1 • 01 SUBMITTALS B . M1res : Cut off any wires 6enea[h tne surface that are used for tying g p����� 2.01 MAiERIALS tie stone in place during mortarinq . Ezercise care tnat such ends are material o! proper size and strergin for tne purpose intenEetl . Conforni 9� K to [he requirements of thls speciftcation , the notes on the Drawln s an A� Snop orawings , SuCmit in accor0ance with Sectton 01300 . 1 . vrf.e surface wlth Bltuthene Priner et corerage of 250 to 750 sq. properly coveretl to prevent occurrence af rust . 9 R. Acce table Nanufarcturers : � � ft , per gellon . ApVly with luehcvool roller. t P aD711cable bullUinq CoGes . 2, Pri�e only arn to be covereA .itA �aGrone In one working day. 1 • OAP Inc . 1 . 02 DELIYERY , STORAGE AND NANDLING 2 . Parr Ina I � C. Bu11Ftn Itees : B. Provide anchor polts inCica[etl tc De Cuilt into the concrete and masonr i . Allw prt�er to dry one �our or untfl tack free. � , pecora Co M 1 . Cooperate [o build- In items a1 ot�vs in[o �asonry as wo�k for support o( wooa franing for installaL on under Uiviston J [oncrete A� Stare Jois[s 1n vertical posldoo , ofT the ground anG covereU tor � , peDrt�e arees not covered �it� �sDrane rithin 24 hours. � . SonneDOrn But 'ldinq Products � progresses . antl Diviston A Hasonr protection Irqn weather. 2 L1nte15 : Install for opentnqs over 16" in w1Ath. Steel lintels y ' ].02 FWMDATION OMIN�GE BO�RO 5. Tremco Manufacturin9 Co. ` I � furnished unaer Sec[ion 05500 . Install in Deds o� mortar and Ao p, 02 FRAM[NG LUMBER PANi 2 - PFODUCIS 6 . Y. R. Grace anM Co, Y necessary Dointfnq . A . Cpopletely cover wterproofing. Apply with ��nuf�cturer rcce�anded � • Nanieco Internmtlon�l /\ D . Startin and Sto in Mhere fresh wzonr A. 2x4 S[utls : Douglas fSr, Stud Graoe or Bet [en 2. 07 PLYWOOD NEB JOISiS aAh�alrc Conn�c[ [o feYrN�tlan drHn�qe fyits �s fndiu[ad. 8. Dar CorM ng 9 DD 9 � y ,lolns a�sonry t�a[ 1s 9 . 6eneral Electmtc � partially or totally set , clean the e:posed surfaces of tne set sasonry B . 2x6 Studr. �ougias Fir, No. 2 Gratle or Better. A. uood 1 -JOtsts : u51 as manufacturea by Hilliameite Industries , Inc. o� !0. Approvea SuDZt1 [ute md wet ) tghtly to oGtaln Des[ possiUle Eond wlth new work . Re�ove loofe aDProved subsutute . Substitutes will only oe conslAered wntch �ave SECTION 01150 DAIIPPROOFINU ■asonry end oortar. C . Neaders : Douglas Fir, No . 2 Greo? cr Better. cap+cities � u oending, s�ear, ana Aeflec [ � on qreat¢r [Oan t�e nerber B IYDCEZterlor. Twm cos onent Pol ihown on the structural drawingz . NONE REQUIREU � 2. Around BatAtulES anA SAowers :YU51H[one. E . Accessortes : Install wall ties anC other accessories in eccorGence with D. Joists : Douglas- Fir, No . 2 GraU^ or Better. 3 . lntertor. Latex Acrylfc. Section OU50. locate ttes 16' oc rerH cally on each �sll stud . PAPi 3 - E%ECUTION � 1 . ioaa Seelant: M. N. firece Volycel O�e or Ins[a-Foen. I O n 3 . 03 DOINTING AND CLEANING E . Blocking an0 Furrin9: Douglas f � r c� Hem-Fir SCanderC Grade or Better g O1 ERECTION 0.N� IinfqlLATtOi; L A. Palntinq: Cut out tlefective jotnts �nd holes /n ea oseA �asonr antl F . Nlates : Uouglas- ffr Stanaartl Graae :r eetter. Sill plates sAall be - �A0.T 2 - PRODU�TS . , , C. Colon : Selected frun standarGS Dy Arc�iceCt. P Y pressure treateA DOUglas fir or 0.edwoo0 . A. P1ace jois[s in Dositions fnaicaeea on sbop Erorings antl support In repoint with mortar. Ury hrus� masanry surface after mortar Aas set at � � �- - I. 01 MATEPIALS �. Accessories : Pro�vide jolnt Eacking antl Cond breeker as recrncended Ay _ ___. __ ._._._ . __ __.__ . . .�_ . _ _ ___-. ---. ' __._ . end of each day � s work and after final pointinq . 2 . 03 MICRO-LAN BEAMS � manner indicatetl . Kee manufacture�. � 0 Joiits in upH ght poslUOn at all times . Hola 1 � � c�ords in a stralght 1Sne irwn tfine of settin9 untfl sheathing IS A. Perl�eter Foundatton InsulaH on : Y tM ck x 24• wlde Uar 5[yrofoa� SM o o�wr M 8. C1eaMng : Upon ca�pletion of poin[ inq and cleaning leave the work area p, a 11eG . uSG ioimular Ex[rudeU Pol strene In:ulation . No su6stitutes . PART 7 - E%ECUTtON n,�o�c+..inm.�mun OP Y eranans. PC �nU surrounding surfaces clean an0 free of mor[ar sDOts , tlroppings , and Beaws : Irus Joist or �pproreG suEStttute laioinatetl of Douglas-fir. . Croken �asonry. [tean ezposea stone rith stiff Orfs[ le hrush and wat r . y . 04 SNfhTHING B. Install DriGging as erection proceeds . Ins[ail taAporary Eracing to B . Blanket Insulatlon : FS NN- 1 -521F, Type 1 , unfeced fiGer glasz Datti o� J .01 INSiALUT I6Y w PpM1ls R�w.wtl Cmmerclal cleaners anE diluted acias shall not 6e used . blenkets . Provide [herfel rcststances as in0lcateC ind as follars : ��noa..�m«n. ua m. weas matntain aligmment and prevent la[erei movemenL Securely anc�or as A. � General ; A � i +� ees ns �rco�ro�ama DIVIf (ON 5 METALS - �� . A. Noof Sheathlny : 5/8" loutslana-Pacitic MaferOaard . lndicated and recprvnentlea Uy manufacturen 1 . Malls : R- 19 pp y n acwrdence W [A �anufacturer ' s recos�endadons. n.run. a an �nav�m.nioi ' 2 . NOO} : A-)8 pobcaron�ismMe. iuM ] . iloor: R- 19 for sound control B. Jolnt Sealers : H�iply 1n conHnuous bead wlt�out open )otots , voids or ooen� oi �vodsc.,inm.p B. Nall Sheathing: 1/2� loW ilana-Paclfic MaferEoard . � �pP T r , a{ r pockets . Con�f � ��. !n ]ofnts , rmove excess . Leave Jolnts slightly �•" ^"�^^^�a� P� � � D1 ton I - 6enerol Require�ents applles to work of tM s Eivislan . C . Plyrood floor SAea[M ng : C . Vapor Barrler. � ' recessed. w�o�+�.� �b orn . 1 . TAickness : 3/<° �p p�ywooG . I . Malis and Noof : 1 H1 potyetAylene betreen dryw�ll +nd tnsuLdon. amno��:a�w� oiaoo.n � 1. 03 SCMEDUIE ArrK�p. EEwaMMG.ainmey PANT 1 - GENERAI �, ur ��enryPU� 2 Exposure Uura6il � ty : Exposure 1 ( Intertor wit� exterior glue) . � 3 . Single layer floor sheathing shall be TiG . � N A. Locations : 1 . 01 SUMMAPY l . Joints Betrenn ExteHOr Ooor and Wtndor fraaes end Rou h Wood VART 1 - GENEML � D. floor UndeNaynent : 1/Y Hwotote. 9 A . Section Includez : froatnq : FI11 gaps ca�pl �tely ritA foa� sealant . I . OI OUALITY ASSUPANCE 2 . 05 METAL FRAMIN6 ANCHORS PA0.T 1 - GENEML , 2. Ooor thres�olds . 1 . 02 REFENEnCES 7 • Open Jolnts betreen disil�ilar IuteH als . < . ArounE bathtuDS , OBtB A. NelEers : ANS qualSfied. p• A«eD�aGle Manufac [urerr. � s�wers and laratoMes. q L Stmpson Cwnpany A . Comp1Y wt (h the cus [an yratle reyun�ements of "ArcM [ectural MooGwork � • 01 QUALITY ASSURANLF 5. Other �olnts as InAltated mU requlred . 3' 17, ,/2 1 . 02 REfERENCES Z • Teco Qual � ty Standaras ana Guide Specifi ca[ions " , 1985 edition , as pu0lis�e i � RBVISQd: 3 . XaN en Metal 7roducts . �y the Arc� itect �ral Mootlwork Insntute (nWil . ' A. Pegulatory peQUlrsents : � ' a . Silver Mecal rro0ucts L Flre : Mood roofinq shakes shatl Ct flre rct�rdant pressure treeted. � A . Stru[[ursl Steel Nork : [pnply wtt� AISC SDettficatton for Ihe Design, 5 . KC Metals VFR1 2 - F0.0�UCiS EecA bun0le of z�akes ShAll 11av! UL laDel �ttacheA. fabricatton anG Eiectfon o1 Structural for Butldings . 6 . ApproveG SuAsn [u[e � - 2 . 01 IN1ER]OP MATERIAlS .1 . 02 MANRANTY CONSTRUCTIOPi SET � B . ueltliny : Comply Nith ANS Structurat NelCinq Code - Steel D1 . 1 B. Types antl Sizes : As inCicated an0 requlretl . ( � ¢., wN tten warranty coveH ng mateN e; s aud � J UNE 3 , I 9 9 2 A. puallty Graae : Awl Custan � A. Marranty : Provlde �wo 9 1 . 03 SUB111TTALS ' ins[allatloo In aC[ofdan[e v1t� $eCUOn 01700. � " C . �ccessories : VraviEe nafls anA 601 [5 as recommendea �y nanufacturer, y . �nten or Inm : A . S�op Drawtngs : Subnit in accorGance �f [h Sectton 01300. pART J - EXECUiION 1 . Yine : Knotty Pine, D select or Detter. h nger �oinu ny not � L03 MAINTENARCE �� pARi 2 - VRODUCTS acceptable . 1 3 . 01 OENERAL ' A. Extra Naterials : At co�pletton of tht rork, dellver to t�e Owner 2 . ot NAiEH1AL5 C . Wootl Uoor Frames : Panderosa pin= , c select or better. plant assemblen � repLcment s�akes tn the anount of 14 of the totsl of each type o� { $hBBt NIYII�@f A. Cooperate with other traCes . ProviUe wood grounds , Glockiny , backfng wi [h corners dadoed and gluetl . Finger Jointtng not acceD� able . shake installetl . � 1� . Steel ShaDes , Bars enC Places : ASIM A36 anE framinq requfred tor other [ rades . Cut antl patch rouyh carpentry a � ; reQufreG . 2 . 02 EXTERIOP MATENIFLS � � � � e . Standard BoltS and Nuts : ASTM A307 � J . 02 INSUILATION A. Wood facia anE inm: Ho . 1 common roug� sarn western red ce0ar as C . Pain[ : Ned Oxide primer. indlcatea . No knots allowed � n boetan edges . f A. General : Install framing , sheat�inq anA metal framing anchors in B. Soffits anU S7ding : ] KG T . dG V -Groove cedar , smooth tinish for soffit { 2 . G3 ANCHORS aecordance with fhe Uniform guilAin9 Code . and rouy� finish for sitling . � A . Provior anchors (or steel fra�niny as ind� cate0 and re�uired. 1 �IVISION 1 6ENERAI REQ�IRfMEN7S 04 TENGORARY SANITAPY GACILITIES 3 . 03 P0.EPAPATION OF NaiURAI GROUNL` U ! cIS1oN 3 CoNCRE� F B [enenh AS7M CI50, TyDe I _ • p. The General [ontractor shall provide an0 matntaln , adepuate chemlcal q Scarify upper 6' ol all cu[ or lill areas un�er [�uilainys or partny and C . Aggrege[e : ASTM C33 . � SECTION OIQOS ADMINISTpATIVE PROVISIOMS totlet facillties tor the use ot all employees engaged at [�e zite � �i recanpact rit�in 23 of optimum mois [ure content eo a minimun o/ 95t of Div slon 1 - General Nequirements applies [o work of [hfs tlivlsion . co�pliance w1t� apP� � �aCle regulations . Stan0ar0 Proccor Uenzity (ASTN D698) . � D. Ai � Entraining A�ent : AS7w CZr,: . 1 . 01 YORK COVERED BY CONTP�C7 OOCUMENTS 1 , 05 TFMPOMPY PNOTECTIYE iAC1L1TIE5 J . 04 FILL AMO BACKFILL � T R E . Ad�izture : ASTM C<94 . n . Nork under CM s con[ract 1nc1v0es all ma[erials , equtpeen[ and labor q , provitle and meintain protective aevices and faciltttes for the pro- 2.02 MISCELUNEOUS MAnENIRLS necessaty [o canplete the work InAfuted , ipecified or reasonaUly tectlon of the pu6lic and the 9eneral protection of ell workmen on the A• At proper ttme , flll as reQuired anU Eackfill around walls , pters , etc . PANi 1 - GENERAL fnferred therefrau. pro�ect incluEfng Gut not limftea to. to Dring the eart0 to praper levels antl gra0ez for suDSequeot work. 1 . Oanger s� 7ns varning aqainst naaards created Oy such features o! Install Badfill in even lifts on Coth siCes of foundation ralls an0 1 . 01 REGENENCES A. Curing Cooipoun0 �- Vertfcal Surfares : ASTn �: , � � after supporting floors are 7n place to prevent excess + ve pressure on ' ' � i . ii7 CONDITIOqS AXO PEQUIRFMENTS construction as protrutling nails , hatsts , well holes , window open- one sfae. A. Fomn+ork ; Lanply wtth ACI 301 - Speciflcat� ons for Structural Loncrete B• Curin9 Compountl - Horizontal Surfaces : Sonne:. �.�u� nu , .. . ;, .. , Ings , stairways an0 fallinq matertals . tor BW ldin9s anE AC1 )47 - PecarmenGed Vractice for Concrete Formwork . �ress anA Seal , IBurke Sparton-COte or approvetl substitr, �. �� n . D� vtslon i - Generai pequlreaents govern wor4 under all dlvtztons of the p , Fire protectfon epulDmen[ . g , p� an nq Fill anE Backfill : Do not place Drus�, sod , frozen meterSel or Spe[ifiupons . 3 . firs[ ai0 equiqnent . other Derishable or unsul [aDle �aten als in the fi11 . D1stM Uute PANT 2 - PRODUCTS ' 2 .03 MI % UESIGN 1 . 0] WNTM[TOR USE OF PRENISES 4 • 1emDorery ualks , roadways , trencn covers , �arri �ades , 6ulkheaAS , material on the ftll to aro10 formaU on of lenses Eilferinq Su6stam ra111nqs , danger lights and signais , et: . required �or tms work � tially lrom t�e surrounAinq maten el . �eliver ma[erials to t�e fill 2. 01 fORMNOPN MATENIAIS A. Ues� 9n: Prapor[ ton ingredients for mices in accoraance ,. . . . . feAeral , state and local safety laws anU butlding co0es . surface tn a manner to result in a a=11 antl unitormly cempacteU fill . � Settion 3 . 8. 2 , M�ethod 1 or 2, or Sectian 3 .8. 3. n . Lin1t operations unGer [M s contract to ane area af [he property as Before compactlon , spread fill maten als in approximately hortzontal A . ExDosed Concrete : BB Ptytoim indicateU . No opera[ions or vehtcle [raffic wlll Ce allowed outsi0e of � , 06 FIELD OFFICE AN� TELEPHONE layers not 9reater t�en 8" t�ick wi [r upDer surface approKimately B . Atr Entratnment : All concrete work tnat wfll be expdseC to irust a< tion thls area . in 1b f1na1 tann shall contain en a � r entraining agent . Otlier < oncrete A. The Generol Contractvr sha11 Drovttle an0 maintafn i � elC oftice ute� horiaon[al . B . Non-eMposed Concrete ; vlywooa, itee �� ar Gressed lumber. work may also ha�ve an air en[rainin9 agent at the opNon of uir 1 . 04 E%AMIHATION OF SITf telephone service . 7011 cha�qes will Ue paid by t�e responzl �le Uarty . Convactor. T�e field office ana telep�one sna11 oe avaflaGle to the Arc�i [eci . f . Moisture Control : II , in th� opinior of tne Geotec�nical Engineer, it 2. 02 FOPXWOkK ACCESSORIES A . Failure to visit si [e w111 in no way relieve any contrac[or from 1s not Dossible to obtain umfoim me� sture content �y atlainq wa[er on necessity of (urnisM ng ma[erials or performing wark tnat may Ge l , p) CLEANING UURING CONSTROCTIOr� the fill surface, and necessary moiswre to t�e ft71 malerial tn [he a. Fo�m iies ; Aajus[able in lengt� to permit H q�tentng of forns anC of C . AEm� xtures : No admi �wres will oe e� lored except as epecified . ca � cimn required to caoplete rork In accoraance with Drawings and SpeclfYCaNOns excava[ ton . If , in tne opinion of tee Geotechnical Eng � neer , the such [ype to heave no metal U oser tnan 1 " of the surface nor holes or chlorltle shall not be added to concre[e. withaut eddi [ tanal cos[ . A. Each con[racmr s�all keep ene buila: n s ana s1 [e free oi waste �aterial DroDOSed for uze in � he cpnoacted flll is too wet to Dermit depresslons larger [han 1 /B" tn tliame! er , 9 aEequaee cqopaction , ary in a� acceD�aUle manner pn or io placfng . Plec D . Strengths : 3 , Wm psi unless o[herwise tndicated or schetluleA . � /'� 1 . 05 FIELO ENGItlEE0.1NG � materials an0 ruOD� sh . Ea:r. convac[or s�all Aaily trans0ur[ sucn �� � � antl �ackiill material w�, [� in 2+ o( oD[ �mw moisturr content . B . Ctemps , Brocke[s , 8races , Wasners , ti=�yes , ualers , E[c . : Controctor ' s y / material to a aesignatetl loca[ ion on stte . The General Contractor snall option . 2. 04 MIXING p . vroNGe H e1G englneeH nq sernces ; establtsn grades, ltnes and levels Derlodically Oispose of accumula[ed waste off s1te . D . Compaction : When as accepta� e, unfforni malsture rontent Is oGtalneE - W � Dy use of recogniteA engineeHnq surrey praccices . Locate and protect B . Eac� Contractor shall leave nis work clean at [he canpletion of Ms conPac[ each layer Gy nechanual metnod acreptable m tne Geotec�nlcal C . Shoring System: Contra[tor ' s opt � m� . A, Canply with n� i :fo4 . Q cancrol anG reterence points . worr. Clean Interlor areas prior m start of Tin1sA .ork , naintain Engineer to the follpwing aensities as Ueternined by ASTM D69B: DART l - ExECUlioe � Y Q ereas free ol aust anE otner con[aminants aurSng finishiny operen ons . � 2 . 07 M15CELLANEOUS MATENIALS W 1 . 06 AEFERENCE STANDAR�S Interlor �nlity Trenc�es 95k � Beckttll Behintl Faundatton Mallz 954 A. Fom Oil : Non-stalninq , Co�tratror s op[ ion . 1. 01 PREPAPAIi ��k W O A . For roducti s ecifietl C associatfon or trode standarCs , caa i with lnterior F111 95k . U � D D Y P Y T R 1 Esterior Utility TrencAes Untler Paving 954 B. Ekpansion Joint F111er: ASTM �U51 , Bituminous f10er type . A. Uo not Deyui cuncrete wm � until opernu uns are canplete enuuyh m allo V J requlre�ents of the stenAarO, exceDt wAen eore Hy10 requfre�ents ere specltfeA or are reQutrcd by apDllunle tOdes . EMterior Fill UnAer Paring 954 D� acement to �e tarrle0 un as a conn nuous oDerntion . Clean forms of . ^ TrencAez Not Under Paving 90k C • MrterstoDS : Greenstreak 7Vf 1y0e � �=� or approved SuCStltutton . OebrSS and ice . Met (except in freen ng wea[her) anC coat forms as V J W O I . OI TRNNSPoPTATION AND NAN�LING Overlo[ Ftll 90k specified in Seetion 01100. If •�ater accumulates in the fomt , pump 1t B. Ihe Aate of the S[anGaM is that in effect as of the 61d 0ate ex[ept Q � U when a speciH c Ae[e ts specifled , A. Trans ort roducts �y metho_ ; to avcid dama e. Deliver in untlama etl PART 3 - E%ECUTION out Defore wncrete I5 UeDOSiteC . Ciearly mark tinssh top surface of P P 9 9 The use o1 free water (putlGling) vill not De allowed . vertscal memners on t�e form wat '� s . con0ition in menufecturer ' s unopenec contaioers or packaging , dry . 3 . 01 ERECTION ---- � - � � � � -'-� -- - - - U . � . 07 CUTTING AND PATCNIXG _ � . . . . . -_. . -- -- � ----- � . .._ 1 . 02 STORAGE AXO PHOTECTION 3 . 05 UNDEP SLAB GRAVEL . 3 .02 PLACEMENT A. opeM nqs 1n constructton which are requtreA Gy ot�er contractor: sAall A. Neils and footings : ihe use o1 ear[ o as a torm not allowed. LaD Z J be left Uy crafts i�volvetl . It ts t�e responslCility of vertous A. Store proGucts in accor0ance wit� manufacturer ' s instructfon , with sealz Instel ) to cospac[e0 tM ckaess o1 1' unOer all SnteH or slabs on grade . foiming with Gressed lum�er or ply.00d noi allowed . Fores s�all conform A. Piacecent : CanD�Y •i [� ACI 70a . � Q - rontractors to supD1Y 1n edvance , DroDer and sufficiently detatled an0 IaUels tntact and legible. Store sensitive products in wmtAertiqht [o s�aDe , line and aimensions of the memUers 1nAicateE end shall De � intorme[ion . In event of faflu�e m supply this a0vance � nformatfon, enclosures ; oalntatn rlthtn ie�perature znC humitltty ranges required Ey 3 . 0, tOPS01L suCStantial and sufficiently tignt r. prevent leakage of nortar. B . Canpactlon : Compact concrete tlun n9 ,md imnetliately atter aepost [ing cutn ng as may �e requtre0 shall Ge Oone only after concurrence of aanu�acturer ' s instruc[ions . Properly brace or tie to maincain D�si [ ion , s�ape anE lateral ttability , every 2 ' of �eY9ht of pour by means of inechanlcal vibraiors ann rodaing = � nrcl�itect anE at tne eKpense of [ne neqlSgent party . SDreaE stockpiled mpsoil orer ell areas Eisturbed �y construction . _and Drovide suffic � ent sven9tn io cerry construction oDerations and � Presence of honeycaab �111 oe suff � cien[ cause for re,lection of ---- �- B . For eater5or storage of faDricatea DroGucts , place on supports aGOVe - - concrete. � T ground . Cover proEucts subJec[ to OeterioraL on w1t� iapervious sheet 7 . 07 fINISH GRNDING wteH al deaG loads wlt�out deflection o� rlErotlon. Mhere H nis�eG ; covering ; Drovide ventllatton to avo� 0 con0ensation , concre[e Is to reealn axposed , space )otnts reqularly and Ao1G to a C . Finish� ng ; linere tops oi poured wa11z forn a finlsheA surface , imme- A . Remove ezcess materlal frqn t�e site. mtnimum bo[h �orilontally anE rertically. + dietely fints� fn the farm. Any suc� ralls ar surfaces not fims�etl to 1 . 01 PROCEWRE I .03 SUBS11711TIONS � a level may be ordered removed and replaced. B. Cut end fill all areas as lntlica[eE or requtreE [o pernit finfshing to B. Constructlon Joints : Use constructfon Joints at [enporary stopping of A . Sub�tttal : The General Contractor shall make subnt [tals to t�e A. Document each request wit� canple[e Cata suES[antietinq canpltance of� t�e ffnfs� gratles inUxateE , concre[ e placment . leave jofntz rough antl provide longitudinal or D . 51aUS Formea o�n craae : unere sie�s are depos � teJ on eanh , care shall ArcM tect . �o not nake sudHttals diroctly to the Arc�itect ' s con- pro osed suDS[itu[ion rith Controct Uocuments. Sudatt Ppoduct Dat� and vertical keys aM1 least I - 1/2' Geep . Install con[ inuous waterstop in � Oe [aken to ob2nin a smoo[ h , level zurface so t�at sla�s u� ll Ge of a sultants . Suomtttals �eGe Gtrec[ ly Cy subcontnctors or suppllers wSll seioples as required . 3. 08 OMIAGEO EARTH �alls where exterior graCe is aEove Interior floor Itne . j unlforw thickness . not be accepte0 . i 1 - Securel fasten enchor � 3 . 03 PLA7NORK B . Request consU Wtes a representa[ion that [ontractor: A . Ranove and replace earth [hat has Geen rendered unff [ to recetve C . Anchors , Insertz , Blockouts and Bui t In Items : y B . Review: Architect end h1s wnsultants will revtew suEmit[als for 1 . Mas invesu gaceA proposeG proCUn and deternineE that it neets or D� anUn9 Oue to [oncrete wacer, mor[ar or 11pe vater Ewepea on it , bolts , inseres , foru blockouts anA other Items bW I [ Into the concre[e conformity rith Eettgn only . Ouantitfes anG dtaensions ere the exceeds , in all resDects , Specil �e0 prodorL _ to forniwork or ho10 in piace wit� templates . Insert� on inco concrete A. Screeds : Estne� iish n ,� � en pinna oi ror� zon: al surtaces �y screeds , responsibility of t�e Contrac[or . Proper fftting , construction o1 rork 2 . Nill provlGe the Saue warronty for su0stitutton as for SDecifted 3 . 09 FIELU WALITY CONTROL after poun ng not alloweU . aligned antl securely set , spacea not over B ' apart and installeA at [�e furnisAing of materials end work required by the Contract Docwentt but � proCuct . ; proper ievN uir slope, pn or [o tne aepositing of concrete. not indicateA in su0eittals rdmin t�e responsfGtllty of the Contrattor. l . M111 coortlinate installat �on ana make otner changes wAfch aay he N . Exuva[ ton : OE[a�n [he Geotec�nical Engineer ' s aDProval of depth and 3 . 02 FOPM COATING � B. Tolerances : Floor s1aDS shall be lerel , within the maximuo tolerence o Neview of suCmittals shall not Ge construeU as approval fra required for work [o De canplete in pll respects . eztent of excavatton !or zt�uctures before starting f111inq operat� ons . � reyutre�ents of Con[roc[ Docueen[s unless devtau ons fros Contract 4 . Waires cl �tms for aCditional rosts w�hu� may suDSequen[ly Deca�e A . Coat the surface of formnork prior to eacn Dour. Apply coattng prlor t � 1 /8' in 10 ' exceD� rhere aralns occur. Slope to the drains as Docu�en[5 heve been speciftcally notetl on submittals . apparent . G . � � � ling : Obtain the Geotec�nical Engineer ' s approral o( flll anE the t�e D1an ng of the relnforcaaent . � fnClcatetl . met�od of placinq ana canDact + on before starting canpacted flll or 'i C . kesudotttal : The General Contractor shall nake resu0mitt�ls until the C . Substttutlons will not Ge considerea w�en they are lntlicateU or implied Uackfill . Obta� n approval of the canpletetl compa[ted fill and backfill 3 . 03 FEMOVFL 3 . 04 CURIN6 PROTECTION concurrence of t�e Archltect is oo[ained . on Shop Drawing or Product Uata suDmmals wlthout separate written fran the Geotechnical Englneen Sufficien[ testz will Ue maae to assu flquest , or when aCCeD�dn[e wlll repuire SuGitantldl revi5io0 oi CaoPliance with t�ese 5pe[if� tetions . It , Decause of un5a[Ssfactory A• Nemove forms 1n SuCh a manner a5 lo tnsure the tqAplete Safety of the � A. General : ProteC[ exposetl SurfaCes Of con[rete }1'an prematur'e Oryfng an . . SUBMIiTALS Contratt Dotuments . tes[ results it is necessary to retest after correcttve work , t�e cost strvcwre . fonns tn general may be removeC from verticnl surfaces afte frost . Protect freshly placeG contrete againit �ash by ratn entl rapia � of all tests other t�an t�e initial [ests sha11 be paid by tAe 24 Aouro fron tlme of placing ana irom nonaontal sur(aces 72 hours fr Erying. �. . Shop Or�win9s : Su6mit sepia an0 enree bluellne prints eec�. � . Archi [ect will detersine acceptabiliey of proposed subsH tutlon and will Contracmr. tlne of placing , unless o[hen+ise s0eclfied unaer Cold Meather � n nottfy Cont�attor of accep[ance or re,7ection In writing . SecU on 033�0 . B. Vertical Sur}aces : Clean surfaces of loose sand , nortar, Oe�ns anU ._ ProGu[t Data : Submtt 5 copies eacn . G Molsture-Density Deteimtnation : SamDles of �epresentativp fi11 grout. Spray I1ghUy �.�ith xa[er and coa[ with a tlear o� translucent � materlals to De D1aceA rill De aDtained Cy ihe 6eo[echnical En9� �eer f curing canpound as soon as Dossible at[er rmoN ng fOrms . ApD1Y cuM ng . JoD Stte Dxu�ents : Onl acce te0 S�o Drarin s or Product Data shall 7qQ CONTRACi CLOSEOUT Oeeerminetlon of mawfmum Oenzity an0 oDt �awn ooisture for these S R T R NFORC nt crnpouna tAe same day t�at tne forms are removed. Y P � 9 ' ��T��„ Q1" materteis . Unless inaxated ot�enr� se, tests for t�is determination �e :ept �t t�e Job site . TAe General Contractor shall keep a complete PART 1 - GENEPaI C . Norizontal Surfaces : Az sooA as DosslEle af[er HM shin concre[e se[ of Such Gocwoents on file at Ihe job si [e. will Ue made usiny me[hoas conforming to requeremen[s of ASTM 01557 . 9 Copies of the results of these iests rill Oe furnlshed to :he surface , apply curing com0oun0 in accor0ance with manufatturer' s � 1 .01 FINAI. CLEANING Contractor. These test results r111 be the �asis ot rontrol for 1 . 01 FEiERENCES instructlons . � ield Measurments : Required fie1E measu�ements are the rcsponsiCtlity '� of the Contr�ctor antl will Ce osue atter Shop Drawingz �eve Ueen c�ecke A. Cleau in[erior anU exten or surfaces eaposeu to viee ; remove teioDOrary conDactive eifort . A. keinforcemenL CanDly witn ACI 30i Spec + hcatlons for Struc[ural � 3 . 05 SCHEDULE Of CaNCREiE MIXLS by t�e ArthttecL IaEels , Sta� ns anA forei9n suustanc<s , poli •.h transparent ana glossy Contrete �or BuilGin s�n /m:es , vacuum carpeted and ,nft surfaces . rtean equtp�ent md U . Denstey ies[s : ihe aensity and motsture content of each layer of 9s. AU 315 Uetailiny nanual , and FCI )1B BuilOing L Contract Documents : The General Cont�ac[or shall keep a recortl set of fieWres i.o a sani [ary conditlr,n ; U ean or n�ylace ffl [ers oi mechanicai �aPacteG till in plare will oe tle[ermineE Gy [�e Geocechnical Enginee CoEe Nequirements for peinforced Concrete . A. Interfor floor S1aUS on Grnoe : in accordance ri [A ASTM U1556 or 02922 . RecaaDact any mateN al found � 1 . Strenqt�; 3 ,000 psi ContraCt documents dt Ihe zfte. aquipcenL Clean roofs and dralnege systems . Clean tite ; sweep paveA not to can I wit� [he minimum specttied densi :y until tiie reQuired PARi 2 - PRODUCTS I 2 . Cement : Type I areas , roke clean otner surtaces . p Y I ; , pggregate : 3/A` maximum zue fuse 1/2" maalmum size for topping) 1 . 0J SAMPLES tlensfty is obtaineC. 2 . 01 IMTER1Al5 0 . Entratned Air: 3} �o St 1 .02 OVEpATION AND MFINTENANCE DPTA 5 . SIumD � 4' maxtmum A. The ArcM tect will proviCe the Ge�eral Contractor with a cAeckllst A. peinforcin Bars : ASTN A615 , GraGe 40 eue t as otherw� se Indiuted , 6 . Ra[er HetlWCin A enL K:eDtabl = Master Butltlers or acce InUicating matertals where color, tezture or fiM sh is subJect to A. Submit wpy of operattan anG maintenance imtruulons for equipment anC E . Field fngineen n9 : ihe resDonsi �ility fur llnes , gra0es ana levels 9 P 9 9 DuE selectton or review. systems . Include parts lis[s and lu:al service agency . necessary for proper locatton antl exewtion of the work rests upon the sizes as indicate0 . su�stituti� on__ _,_ _ 8. Praa tl after recei t of c�ecklist , t�e General Contractor ihall Contracmr who w111 retain a ca+petent instrwent nen for this purpose b• Sttrrups ana Ties : ASTM A615 , 6n0e 40 9. Footings anC WaLls : P Y P 1 . 03 WPPABTIES AND BONOS 1 . Streng[h : 3 „000 psi assemhle and Oelirer to t0e Arc�itect a canpleu collection ai reQUtreE Carefully protect Genc� narks ana reterence Doints . 2 . Ce�nenh lype 1 C . Neided M� re fabrir. ASTM A185 , shes as 1nCicated . zanples . A. Prov�de 2 notarf :eA copies executeU ey suCCOn[ractors , suppliers enC ' ___ _.. ___ .. 3 . Fggrega[e : B/a� maximum si :e _. . _. __ _ _ ___ C . � on receiDt of a cos tete collectlon of Sam les the Archltect v111 , manufac[urers . � F U X NA ' pARi 3 - EXECUTION 4. Entraine0 Aiir. 6h + ly; P P P . . - �-. ---- i 5. Slump : 4" mmximum with reasonable pramptness, make t�e selections and prepare and Oeltver DIVISIOX 2 SItEWORK i to che Gene�al Contractor a sche0ule coverin9 itms subject to 3 . 01 VLACEMENI DIVISION 0 XASONNv selec[ton . PART 1 - GENEFAL ' p�1on I - Gen�nl ReqW ra�ents aDD� � es [o work in this dlvision . A. Placln9 : Place retnforcemen[ �ccura[ely anA hold finaly in place Eefor � 4 1 .01 NORK INCLUDEU and dunng Aepositinq of concrete. Provide mtnimw concrete Drotective '_ �� ��s� on 1 - 6mera'1 Re uirements a liez ro work o/ iMi divinlon . 5 400 T T $ECTION 02 RK Cover for refnforcement fran [he ezterfor face of inemDers In accordance Q �D . A. Furnish and Ins[all : with ACI 318. Oa+els shall pro� ect 36 diameters unless othenrise shown ' 1 . Dro � naqe D� pe and itttings at foundations . Wire �ent Gowels in D1ace �efore Da�rin9 . N i MnSONPY � L7 � I . 01 GENERAL VApi 1 - GENEPAL 2 , iree Uraining qrovel at drain . 3 . Protective covering. � B. Splicing : Do not sphce at po/ nts af maxiaum stress or sph ce ad�acent P�T Z PRODUCiS A. Genefal Contractor shall maintain Quality wntrol over suppliers , � • Ol REfENENCES 4 . Cannection to dayllgM ou[let . bars at the same point . Lap contlnuous Gars 36 Eiameten �here spllced manufacturers , products , servites , 5� te condltions and workmanshlp to but not less t�an 12" . Stagger lap sDltces of hon zontal �ars in proA�ce rork of Spectfled quality . A. Cuwpection Test : ASiM �698 S[anoarp Proctor Gensity . PANi 2 - PNUDIICTS toncrete walls . 2. 01 MASONRY UNI15 c PAN7 2 - PRODUCfS 2 . 01 MATENIALS � 3A2 MELDED MIpE F18NIC 9 9 o A'd'aa• P� 1 . 02 TESTING LABOMTORT SERYICE. A. Li htwei ht tllock : ASiM C9C , Graae N , si2es az reQUired , n�inlmun net �` a°""�'�'°� campress � ve strenyth I50U ps � . awpx+ Ws.ry.o A . Ormer Nill employ and pay for testing laboramry inspecttons and tests . 2 •Ol TOVSOIL p . PJDe : Rigid PVC pipe . R . Lay mesh contlnuously r� th full mesn O� �s 2" laps , tie and place overal rnu mw�wn, ,no m. c.ss 1 : ProviGe perPorated nent to foundation and unperlorateE elsewhere. piping ana conduiL Li R to center of slab during pourinq. ��, �•02 FCCESSOPIES aneenqm �nromorsiw B . Looperate with tes[1nq la0oratory to furnls� access , samples and [enr A• ToDSOiI : Materfal that is stn ppea from cunsvuction areas . lopsoll p , Si :e: Four inches unlesz o[ner.�� se 1 �CiCdC2C . �s�am, asen �in�imm�nlol porafy facilitie5 as requiretl. YroH de testing laboratory SuffSClen[ wY � nclude ao0erete anounts of organic satter . A. Horizontal Pe�.intorcement : Dur-O-ual , M Wire or approved substltuTe , orolsssro�als�v�n uih wettled truss design , tull wiEth of ralls . Use OrelahriceteU corners an g°p°"y01d'"O�"'•�"'"°Y� prto� notiw for services . B . 7ervtous Backfill Material : Free Oratning gravel conzis[ing of �inus CT 300 A T- - p T tees . ro�looeuc�ea� m wwr a r 2. 02 i1Ll AN� BACKFILI MA7EFIrt, [wo inc� aggregate having less than 5k passin9 N0. 200 sleve and less than SOi assln No. 4 sieve. DRRT 1 - GENERAI wn. ..�momm• .�meo P 9 wuwr�zaoon ol RoCen l S T ON N N MPON 0 A. Backfill antl Fill : On 51 [? ex[ava[eC or importetl noneapansive materlal , B. Stone Veneer Ttes : 22 qauge galvaniacd corruyateA ties . qreab, Eawartl u Gwainm�y free of [rash , deCMS and organics as apDro.ed hy the Geotec�nical c . Protective Covering for Pervious BackN 11 : Mirofi 170N ar accepted I , OI HEFERENCES JrorNenry Gren 3A1 TEMPOPART ELECTRICITY qN0 LIGHTING Engineer. su6stitute fn actordance r.�it� Sectton 01600 . � C • Reinforctny Slteel : ASTM A615 , Grade 4U. A . Concrete Mork : CrnD1Y w � tn afl 3UI Specifuat7ons for Structural A. Service : The electricai suDCOntrac[or shall proviGe temporery 2 • 03 UNOEF SLAB GRAVE� PAR1 3 - E%ECUTION Concrete for Butldings an� pC ! 3ttl Bw IOin9 CoOe Requlrements for Z • 03 MOATAF FUTENI:ALS electrlcel servioe ro s/ te for constru<cion purposes . ihe electrical Refnforced Concrete. su6con[ ractor shall praviCe circuits , Dranch win ng and tlfstrlGU[ion imported granular material cunta� m nn less t�an 2h passing the No. 200 ; , Ol INSTALLATION A. Por[land Cement : ASTN Clsu boxes as requtre0 for temDOrary pow?r ana lighn ng . tAe electrical sieve anA more tnan SOh reta � nea on ihe No . 4 sieve . 1 . 02 SUBMITTALS Date su6contrattor s�all provtde temDOran lighting tor each space. A. General : B. HyUrated Ltae : ASTM C201 3^ I 9n � PART 3 - EAECUTION 1 . Keep lrenches Cry dun ng tns[allation of tlrainaye system . A . Nix Desiqns : Prior to Dlacing any concrete, subnit concrete mlzes for 'L B. ihe various suGCOntrattors shall provi0e extension cords and lamps as 2 . Use fit[ in9s at � ntersectlons antl n g�t angle intersettion . apDroval � n accorGance with Sect � on 01400. Separate m1x Cesigns shall C . Ag9regate for Mortar : a57n U �; R6VIS@ : requireE to convey electriciry to lo.ations of work and [o provlde [ask � • 01 CLEARING ANO GRUBBING 3 . Make chanqes tn Uirectton of tlrain lines wit� 1/8 Uends . be submittea for eac� tyoe of concre2e to �e used. Su6mittals shall 11ghu n9 to permit proper exetutton zna inspection of work . inclu0e all informatlon to be useC in deslgning the mi :es . o . Water : Clean and free from aelecenr,us ainounu u ( ic� US , alkalies or A. Remove trees , shrubs anE veg?tation wltM n the construction area 8 . BeAding : organic materials . C . The General Controctor shall pay for electriclty consmned un[11 final Includinq roo[ struc[ure . Xemove irpn the site . Protect items to 1 . Vlace graded bedd� n9 On or [o laying of toundation Ora � n ViVrt ur '� L 03 DELI4ERY , S10PAGE ANU MAI;OLING . acceptance . re�N n. tite. E . An[Sfreeze CanpounGS : Not Demitteo . 2 . Rest each section ftrmly uDon the DeEding , throug� entire lenqth A. Nauling Time: Disc�ar9e concre[e transmitted In a �ixer wltAin 1- 1/2 CONSTRUCT IIXJ SET � �. L 02 TEMPORARY HEAT AND ENCLOSURES 3. 02 E%CAVATION 3 . TM ckness : As lndicatetl . hours af[er [�e mixing uater nas Ueen a0ded . � • Ot�er Admixtures : Only rl [� permiss � on of nrcnitect . J UNE 3 , I 9 9 2 A. Provide trmpnrary heat necessary tor the esecution of work . Install , A� Ta0so11 : Pemove all topsoil and oroanlc marerlal a[ areas to receive � , p� pe Laytng : I , D4 JOB COMDITIONS 2 . 09 X1%ES mainta� n an0 operate [enporary neat � ng appara[us in zucA a manner as to Daving, building construcnon or S1a�5 on grade . S[o[kpile for ] , Lay Erain lines to um iorm 9rades an0 align�nenf , wlth conttnuous rN nstallation . tall in directian of flow witn nimmua slo e of 1 8' er foot. A. Environn�en[al Re utrd�ents : A. Block Setting Xortar; Type 5 cantaining Portlaotl cement , hy�rated lime factlitate the rork on the projett so rork can continue and tne finlsAe U / P Q anC aggregate. Tne use of accelerators or antlireezes not Dermittea . work w111 not De daeage0 thereby. 2 . Clean InteN or of p� pe or tile [noroughly before Ceing leid . 1 . [oltl Weather Placeeent : Mhen ae0ositinq concrete after t�e first B. Excavate the site as req�ireC Por rralls , foundations , piers , ereas , 3 . Lay perforated D� pe .it� perforatlons facing tlorn . frost or when the mean tleily CemDera[ures are belor 40°F , follow 5�16@t Nl1�lb8f ' B. ProvlGe temporary enciowres as necessary for holAing [ewDOrary hea[ �asements , crarl spates , o� ts , e: : . , tu depths intlicated. RI1 footYngs ' � _ _ recommen0atlons of AC1 1�6 . B. Stone Mortar,: Only non-statning mortar shall De used tor stone work . sucn as enclosures for concrete worR or for tnaring froien ground. shall Eear on natural soil b=1ow irost de0tn . Bean ng naterial shall D I ------ - - Mortar shail consist of non- stain7nq Por[land cement anG egqregate . 4 . Connect to outlet es indluteG . _ - . - vert ( led on site by the 4!o[=c�ni �_a1 Engineen I I [f . Protection : Pro[ect newlp finisne� slabs from ro10 Oamage. >roDOrtlons af nortar mix shall be approved by the Archi [ect Defore 1 .07 iEMVORARY WITER t • 8a111ng or Pwping IiweEtately D�C or Dafl out nter Sound in �. 0 . Backfllling : . .-. -_-.- --- Eeginnin9 worrk . A ItmtteG proporU on of masonry ceeent nay De usea upo P M � e%cavations , whethe� ritn or sqep�9e. Neep excavattons froe frrn M�ter 1 . A}ter pipe tnst�llatton has Deen accepted , D1ace perrious Cackftll , PART 2 - FROOUCTS approval of Mrc�itec � . ine use of accelerators or an[ ifreeze in mortar �A. The Gmenl [onVactor shall proW Ce tenporary water servtce. the a[ all time . matertal on each s1Ae anG top af pipe to atmenslons IntlueteA . i is DroM bite�o . 2 , T�en placing crushetl rock �ackfill , preven[ Utsplacement of or 'i 2. 01 CONCNETE MPTERIAIS C . Grout : 3000 s vartous subtontnctors sAall roriGe all t� orer connectfons anA hose �P � � D D Y 0 . Take measures ana furn � s� equipnen[ an0 labor necessary to contro� tAe � n�ury to p� pe . necessary te convey sa�e to places neeEeO . lhe General Con[ractor shal { 1ow , drainaqe nna accumuletion of water as re0ulreG to permit � . Place protective covenny fu � l . � uv� o ! tre�:: n , o� rr pervio�n q . 6enerel -. �'�� in C99 reaay -m� ,en �_ oi�,crete . Un luo mi .ed concrete not pay for water conswed duH ng the construction perYod . _ _ _ _ _ �p�u � etron of tne work and to avoid aamage [o [he work . ua< kfill oeture otner Dauiill � �. ule, e. unae� �� c� n on ]21uu . allo�.ea . . .i . . � . '. . 1 �. . 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ELECTRICAL PLANS / . i FOR CONOUIT 512E. / i i � , o c,�rp� nmqdn,�em�yvm.an j ' . • / �,rnnsms cC - Ali fip��� ReMrvM / - 1 nrs Cm meni. ar�a �na aeaz � ` • BURY ALL PHONE LJNE$ IN Y CONDUIT aMOespnsnrurpp�a�xo \ �.,e� u ., ��sv��� m wo�acvorui servid �s t�w TO INDIVIDUAL UNITS LEGEND �'O�YOi4iwlGGwu�nmoy / Pryry Arcpilecb. P C a�G �s nol lo M� u5ptl �n wlpb a, �n oan, ..�ino,n ine w��nm� aunio�anm,� ai i3oown i / ' RrnnN f tlwarrl M i�wai�.o�rv � � �� .� ,�Q�${�R[ J� �n 11a.r�y P,.ili � j ■ QEC71tlC TRdNSFOR11tR Date �] . %�' . CTV PEDESTAL 3 — , j — I Z Revised: � / / I . . PHONE PEDESTAL � �\ cREE �S,a��T , � SET , R� ' r� - - - - c�� �H� JUNE 3 , 1992 GO � - — — E — — — ElE�1R�� sr,eet IJ�,rnner ___ pN _________ PHONE - - S�A�- � - - zo- _ �� _ ��5 C - 4 . . . - . � GENERAL inriFS U T I L I T Y P L A N � OBTAIN PERMISSION FROM ADJACENT PROIPEki i � wt: E !tS i � � kaLE ! k _uNLiku ? IMPROVEMENTS OUTSIDE PROPER7Y L1NES�. 2. h1E CONiRACTOR SHALL CONFORM TO UPPER EAGLE VALLEV SANITATION DISTkiCI EXI S I T N G C O N D I T I O N S SPECIFICAl10NS FOR WATER AND SEMIER ��5,�����. 3. 7HE CONTRACTOR SHALL BE REOUIRED TO RESTORE ALL DISiURBED AREAS Wril:i� aHf .� ,� � . . � . � AfFECTED BY HIS OPERA110N5 TO A CONDITION EQUAL TO OR BETTER THAN HE � �`kt. � � \ � 4. ALPINE ENGINEERINC, WC., ASSUMES NO RESPONSIBILJTY FOR U71LIN, ` \ ' ' w \\ � ` IRRIGATION AHD DRAINAGE FApLItt LOCp,710N5. IT IS iHE RESPONSIBIUN OF o � �� � iHE CONTRACTOR TO FlELD VERIF`! 7HE LOCAl10N5 OF ALL Ui1LI11ES, IRRICAT10r: � i � l8��p — � � � � AND DRAINACE FACIL111E5 PRIOR TO THE START OF CONSIRUCTION. \ . h ��.0 ) � \ � � \ ,.\ � \ ' S. E��AIC�TORM �TM�TMEDAPPROPRIA7E U11UTY COMPANES?ALLATIONS (CAS, PHONE , '\ � EXlS11NC CONCRETE / p / � � ` � \ SIDEWALK 6. CONTRACTOR SHALL BE RE�UIRED TO PROVIDE SUITABLE EROSION CON7ROL MEASURE ', � \ � � EXISANC TO PROTECT ADJACENT PROPERN OWNEAtS AND GORE CREEK DURIN: r���NSraur'101:. � � � � - � � � D£CK AND PA7/0 � \� \f��� � 7. AlL GRADES SHOWN ARE FINISH CRADE �LEVATIONS. / � BWG 4 \ BUILDINC OUftWE � W O � � , �, � � . � . � 8. CONTACT qVIL ENpNEER (926- 3373) �nne���AiE� r �.r �.sF!n� �rypWa1l � '.. Q ��.., �1 � ENCOUNTERED DURING CONSTRUCTION. Q W � =� � � � . .. . Q � ��� � . 7�. �E �S�N 9. EXISTINC CONTOUR INTERVAL � 2'. � � \ W � � � � ��� � � � ///��� HOILL 1a• CONFORM TO ALL RECOMMENDATIONS F . � iF_ s�J! ` KF�.-��uk � �t �� ' aw P,:!r�n [ � � O ' � V� ` � S ;% � � � �. _ - � ARCHITEC�. �"� V J �\ � � `� 17 . DIRECT ORAINACE AWAY FROM ALL BUILDIINCS. � W� O '_ \ � ' � � � � A � f ]�. , Itl4 ! f tf 1 VP � 'lF i rf T1NS PAVIL!14M, WALKWAY`,. t IC 1M 'H 4HCHIIECT AND � IN � . � � � � � � t P .F �1 ' PRi )f CRiv OWIJFF '. � . — 1 4 '� � � ,. � � _ O J - ' � , � -� � - ` W �� - ' �� _ �� � J� EX1ST. a ' � � � �_� rr-'�.�: . , �� ��,�ai , Q � RE: SHEET C-6 FOR � � � � � �� � � ��`. � � � � SANITARY SEWER PROfILE � �j�� ST� V �� � 24�� � � ` � � �� -...� � �r, �.--. � �C � �'2 �' .\ \ WATER SERVICE WITH CURB STOP - /S � �` � � �� iYPICAL POR ALL UNITS RE: � �� �y� MECHANICAL PLANS FOR SIZE , � l \� � � •�� �! �/� � '- ? 1 ROPERTYULI��OPS AT �,F 1� I �{{,��� v �$� �� � � ' � f. , g G NoTE: �a�iwi� � ; � � # . eJ 1 . ALL WATER SERVICE LINES TO BE 1 �� COPPER- z 9 � 1� - TYPE K. PROPOSED 10' lf 8" TAPPING SLEEVE �� , � % ° � O \ \ � / 2 WHERE POSSIBLE, BURY WATER SERVICE LINES IN AND VALVE WITH THRUST BLOCK � ' � SAMF TRFNCH . B' DFEP. � � ��� � � � � � � � � � � � � I \�� �� � 0 ` - - - -- - - -- - - - _ - — - - � _ � �� — -r � ', 3 g �° BLDG 3 � :` — � ��� � p - �-�_ � ,�I \\�� , ��,�� � p � � 2 10" rW '� � �I \ � — _" '_ EXI511N� � �' �� � �i � `'* � � i"so� / �" � a �cN �c r s�KF � V 90' BEND WITH —� � ' V V '- \� � � • � rti ;H THRUST BIOCK � � 'L i � ' � � � � � - _ - � � � ���� � � � � � ���� � - _ . - �F'FAM ' ( "R�AI:Y i1Nl � _ / � 1 J 9 / � \ � � � � � \ \ \ ��� � �\� \ � \ � � _ - - �45' BEND W.I ` �\ BLDG Z � � � � � . �: � \ 1 i / . - "- THRQST BLOCK � dl � `. \ ��., �\ � �.., �` o, � o � � � °' INV - I � N �� - - - ' � 0 Y-FAK �LL'OC �IMII � NOTE: PER UEVSO AS-BUILTS, THE LOCATION � • �� \ \\\ � �� � �'� . i ^ j � �` y AND SIZE OF THIS 11NE ARE NOT CLEARLY I � \ � � �� �� >;,��\� 5� � � � � � IDENTIFIED - PRIOR TO START OF CONSTRUCTION, i � � �� 'd�' �z`���` � a � �1 _ � _ _ _ / / / THE CONTRACTOR W1LL BE REOUIRED TO FIELD � \�� , , � � I' � � / 8�20 � j � � LOCATE AND VERIFY LINE SIZE AND LOCATION - ' � � `� � iN� ��' - � � / � / _ - EDGE OF CORE CREEk� � NOTIFY CIVIL ENGWEER IF DISCREPANCIES EXIST. I � � p_o R, � Q � � -- - � (FIELD LOCA7F0) BLDG 1 . `\ .,. . ,�.o � � � \ r ELECTRIC � I I { ��J ° I LP.i � � � • � iRANSFORMEiP �� � / / / � " � _ 1 � CENTEkL�Nf Of CORE CRfEK � � � � / / � ���- �� � / 1� / i / .� � � � 1 � � - __ _ -- - 1 ` � �. . __`_. : "fi _ �•.. Pr� l � r' / '_\\ INV � �6 / � Q / / i i / / � 1 \ �: � 11.0 �. i18.3 ..` BUILDlNC OUTLINE ' � / � �� ' � % i � 4" PVC SAN. SEWER SERVICE . (T'YPICAL) . � � `� � � / � WITH CLEANOUT - TYPICAL R � ALPINE Q 1 gp� � / , ALl UNMTS r_ ^ \ � � ' � ._ � / / / � `t � � MILLRACE � � � ,��N�_ � NJ � \ , ' ,, — � � � � � � ' � — � , ,a.o � � , .� � � — _ � CONDOM/NIUMS � � � � � � � � � � � . , - o � � ; � � ENGINEERfNG INC ;w�,..q,, m..,.,ar I � O� / � EOVM�6fB4LMf� CMIN � � O B0� 91 n. �nneas w; BUILDII�iGS 4— 7 � \ \ ��� ' � 16 / / / � • ea..�e� cmo..ao e�sn � 4�� ��p��„ n.�„�«� \ i / / . 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' � � ^ � � w _ i �— 20 —� PROPOSED CONTOUk3 - - - - - - - - - - - - - —__ _ � SCALE 1 20 - - - - - . . _ � - - ;-�-,_.., _ _ � .,. .___,_- - -- --- - • - _ - --�-- � BBRE � I �4TION5 � � � � � � T � � � T � Town of vail DRAW I NlG I NDEX Gwathmey AB ANGHOR BOLT O F F I C E C O P Y GIVIL (EXISTING PLANS - ,1UNE I9q2) Pratt Schuliz - - - -- «�� _ABV ABOVE - T � � � � � � � � � � � � I V � � ' AD � AREA DRAIN � G-I ExISTING GONDIT�NS MAP �U"�.< < ��sW'"' G-2 6RADING AND i71��MVA�E PLP,N � ro� ' � "'- ADJ ADJAGENT G-3 UfILITY PLAN fhFF ABOVE FINISH FLOOR__ � I G-4 SHALLOW UTILIT' PLAN ALUM ALUMINUM ALT ALTERNATE � AP AGGE55 PANEL -- ARG1iITEGTURAL � Q ANGLE B.O. SOnOM OF _ AI.I SITE/ LANIx.�GAPIING PLAN Z GLG GEILING � U GAST IRON - EXISTING ELEVATIONS ' G.! CANTROL JOINT \� ` � GENTER LINE � . �' A2.1 EN7RY LEVEL PLAN - �-F- � � \ CQSGRIFF PARCEL A2� UPPER LEVEL PLAN V � GLR GOLOR -- � - - . _. . . . - \` \\ �` � ., A23 ROOF PLAN , n - - - - - � � � - -� � � TOWN OF VAIL A3.1 SOUTH ELEVATfOM GMU GONGRETE MASONRY UNIT - --� --- --_ _ _ \ V - -- - - - ��� �` A32 EAST ELEVATION GO GLEANOUT EAGLE COUNTY . COLORADO z � - - - A3.3 NORTH ELEVATION � GOL GOLUMN ,,' - \ , A3.4 WESr ELEVATION � - - - - - W GONG_ _ SiPNSiR�� _. _- -_ - _ _ _ - - - \ . � A5.1 WALLnISEGTION IONS � � � _ _ GONT _ _ C.9NTI NUO�S _ __ _ _ _ ._ _ _ . _ f ,� � � � � � A52 WALL SEGTION � ^/ _DO DOUBLE WALL OVENS ,; � v DW DISHNIASHER _ ' � f+b.0 DOOR i WINDOW SGHEDULES EQ EQUAL ' (ExISTING - JUNE 199�) , I 1 � FD F�OOR DRAIN �� 1,..�`1 n� - — - - - _ V �, n FDN FOUNDATION - _ O �IN FINISH � STRUGTURAL �i' V FLR FLDOR � Z F.O1N FAGE OF WALL(STllD,ETG) ; � ' � i^ PTG FOOTING �� �_ , � 521 FOUNDATION PLAM O 6YP GYPSUM WALL BOARD � . � � � 522 ENTRY LEVEL FRAMING PLAN �_-� � r . _. . __ _ _ _ _ � • � R���� � 52.3 UPPER LEVEL FRAMIN6 PLAN . (� 6L GLA55/GLAZIN6 � �� �, .�; � � ���-- �� � � . 52.4 RooF FRP,MING PLAN v ' � � HM HOLLOW METAL ` � � �`� � ' " "��r � � •�� - 53.0 GENERAL NOTES/' SPEGS/ FOUND. DETFiILS � W � ` ` ' z;� ��! 53.1 FOUNDATION DET�41L5 Q HT HEI(vHT — - wf �- rM� nr, �x � ,: i v.� �� � • �'• � -• �. � — 532 ROOF DETAILS (� INSUL INSULATION - - - � ' . � ; ++`— � O KIT KITGHEN � ' � ' � ` LP LOW POINT � ` � `, " , �3' � � O MO MA50NRY OPENIN6 � � 1 , MEGHANIGAL � X — � i — - -- - 4 � j � % �, l` � MTL METAL , � . ,.� � ' � o -"� DE516N BUILD (�/ v NEG NEGESSARY � \ ` +� w � NIG NOT IN CANTRAGT _ _ � �� ���1�� ,� ;�', ���� � � � NO NUMBER � � „': � o - NT5 NOT TO SGALE �''' ' ` '"�' ' ELEGIRIGAL ' OH OPPOSITE HAND ���f'" � �` - — - — - - - OPG OPENIN6 0. DE516N BUILD PL LAM PLASTIG LAMINATE PLBG PLUMBING _ PL PftOPERTY LINE _ . SPEGS (EXISTING - JUINE 1992) PLWD PLYINOOD ° _ R _ __ RISER __ _ � � PMI DIVISION51 -4 RD ROOF DRAIN PM2 DNISIONS 5-7 REFL REFLEGTED PM3 DNI51oN5 8-9 REQ REQUIRED LOGATOR PLAN - nts PM4 DNISIONS 10, II , I�, I5, I6 REV REVERSE RGH ROUGH RO ROU6H OPENING RM ROOM — ----- - - --- SE,e.� SEALANT D I �EGTORY -- - - - -- -- SYMBOLS S� S�ET SITE / ZOI�IING INFO °° ��°°� °� " " 51M SIMILAR- - - - - µ �"""' r �" 506 SLAS ON GRADE �R�ER r- ��r LOGATION a`�'"" ° "" c� [ �.�t; m,�,M� / ;. K . ,... �. � ,.. 13q0 WESTHA�/Eh DRIVE �F ° ,, ., �,,, � SPEG 'D sPe� �F � eD ROOM FINISH SYMBOL / KEY TO ROOM FIN15HE5 �,�S�AO�S oN �oR� �.,REE� `°° . _ . VAIL . GOLORADO 8i65'7 � , r ^"�'" w ,, ,, _ SPEG3 SPEUFIGATIONS ARGHITEGT LOT 6, TRAGT 4 , "GOSGRIFF PARGEL" � 5?D _STANDARD . 13q0 W�STHAVEN DRIVE , ttb -- owa.r4Me�cRA�E RoA�wER?Nirec-s, Pc RQOM NAMEiNUMEER GEILIN6 H� VAIL , GGLORADO STOR STORAGE VAIL . GpLOR4D0 8165"I i910-'4'6-lial � - GENERAL GONTRAGTOR v VArtiE5�5LOPCO) Dote �/2�/pI ei�� �osePr+ a .�ssociAr�s �LOCR BASE WALLS GEILING SITE GO�/ERAGE ����� T TREAD PO. 60X 4509 � G.AR?ET 1 FAD L LIMESTONE TILE GP TEXTJRED GYP 6P TLhTURED 6YP . TEL TELEPHONE EA6LE, Go 81631 i910328-0436 GO SEALED GONGRETE 5T STONE GS SMOOTH 6YP 65 SMOOTH GYP THK THIGK/THIGKNESS STRUGTURAL ENGINEER : � iMESroNE riLE r riLE Gr FIRe TAPED GYP �r FiRe T�,PED �YP 51TE _ .094 AG = 4p95 5P r�ONROE e NGwELL ENGit�EERS, iwc -T STONE V VINYL P PLASTER P PLASTER TYP TYPIGAL noi �vrNtiooP srneer su�re =oo r TiLE w wooD 5 5rucco 5 STUCCO HOUSE FOOTPRINT = I556 SP DENVEF� GO 90202 (3031623-6602 V VINYL T TILE T TILE - T:O.D. TOP OF DEGKING W l^IOOD W wDOD T.0.5. TOP OF SLAS INTERIOR DE51GN GONSULTANT WF vyALL Pn�PErz TOTAL SITE GOVGRA6C- = 3-I �Yo " - - — - _ _ N A Gi7APHIG KEY TO MATERIALS DRAWING SYMBOLS ��. 'fr,�; j U.N.O. UNLE55 NOTED OTHERWIS BUILDING TYPE u , � — - SPEUFIGATIONS F�ooR orz secnoN srr�neo� � '` [ARTH � GMU �- SPOT ELEVATION � DRAWINC i�� - -- - - - - - --- N, �, — —�` gJ . 5H[Ere SROUF 'R� � .,/ I _ ION = 7� �Wl� l �ilo "( )�; W '� v VARIES -L J � � ' STpNE _ PLYWOOC 112 DOUR SYNBGL �:� w/ WITH UVIL/SITE ENGINEERING — �-Y— 'V��'°' — � i �� �. /� DETAIL SYNBOL W/O WITHOUT . � GONGRETE ' i BATT iNSUL 'N O W�NDOW SYMBOL � pRqyyMG • iNG WATER GLOSET ' . e sNEETa ' W/D WASHER/DRYER SOILS/GEOTEGHNIGAL ENGINEER _ ��E� � Ri�iv it�su� N - FINISH FLOOR ELEVATIONS . �_ � INiERIOR ELEVATION Shcet Number 4 2 SYN�OL PROPOSEC - WT WEIGHT _ 3 Ael _ - 5°R"WI:G a corirOUR _ _ _ � Rr�«+ sn�� ;� ';�„J FiHisN woo� EN7RY LEVEL = 80?i 5 ' - QRevisioN exisTw„ UPPER LEV[L = 803i ` ' SYMBOL . 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ALL ��M[N510N5 ARE �O FAGE OF STUD (� �� � i ti ' _ i �� � "" 5" ��' - -- - GEN EIR�IN�E OFnW NDOWS DDO 5 6 PC_i�_ � �'� - - - . � >�� .,° � OR AS NOTED. — � �,_ , � . � . . I � � � �' "' - - "� - � -- - - - �-- - � - - - - - - �- -- - -�- - - - - - - - -- - _. GONTRAGTOR TO VERI�Y ALL DIMENSICN= ` � _ . . . _ .. _. . . - -- — ^ , . _- - -- -- � - - - - - -- - - � - - - ALIGN NEW d �� u � I , . �_ � _� _ � � d NO'T��Y ARGHITEGT OF ANY ERRORS �, V i EXISTIN6 FLOORS � � � � �, CR LaISGREPENUES BEFORE 6G61NNING- WORFi. ' � 1 W -- --��-- . a+a n/ , � � 3. DIMCINSIONS GIVEN ARG SUBJEGT TD � i ^LC , \ �� i '. � I : I �' , ' . GONCITIONS AND MArE21AL5 a METHOC'� �J Q '� EXISTING � � � i USEDt GONTF2AGTOR SHALL FiELD 'JGRi �-'� z � 1� �' EXI�T. '�' � EATH I � � GRITIGAL AND MINIMUM DIMENSION°_ �\�� � V � PAD � � � � '., - - � GLEA�RANGGS AS REO 'D BY APPLL' �E�'_' � � O � �` I � BLD6. GODES. � ' � � �� � �' � � 4. DO N�OT SGALE DRAWINGS. 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