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HomeMy WebLinkAboutB07-0192 PlansCdr s P EV. FOUND PIN c me 25s 4' p C r ... _ � �t " #? 0 [ t ELECTRIC TRANSFORMER V C 8210.1 D 8210.5 LOT DECK IM LOCATION CERTIFICATE BLOCK C 8214.4 U ILDING VILLAG VAIL A STORY SPA AREA i .0' UNDER BU ILDING UNDER �i CONSTRUCTION X CONSTRUCTION OVERHANG � H VIoe 2.0' ? Gx Cyr h { p [ n 0.7 CONC . WALL ELECTRIC TRANSFORMER V TV I ED TOP CAE PLY WOODZfLAT ROOF E LEVATIONS 8212.3 C 8210.1 D 8210.5 LOT DECK IM LOCATION CERTIFICATE BLOCK C 8214.4 U ILDING VILLAG VAIL A STORY FIRST FI G FRAME HOUSE UNDER �i X CONSTRUCTION 14, ?' t H VIoe 2.0' Gx Cyr h { p [ n a u? 207 7' yY pp55 p 4 N} l �q � p Oe 1 C ONC. UTILITY p � E. ONC. ' ,} EGAD EASEMENT F TELEPHONE TEFL FOUND PIN & A[ M. CAFE . j rye''^ 5[} ' WITNESS CORNER p �yw N TV I ED TOP CAE PLY WOODZfLAT ROOF E LEVATIONS 8212.3 C 8210.1 D 8210.5 E 202} 3 F 8219.9 IM LOCATION CERTIFICATE C 8214.4 ' 20' 40' 0' Ch SB.3.65. �4 °p /Noahole BA. /D./ l 7W� s >S o© 0 70 all 9 ' 7 A j qD r-' \ \s \ r •-_� -.._.. �= ^- +-- cam. /-: ._..- 1 • I • '1 I i G C,-CR T I F /C,4 T101V I, A(e, E. �P�chards, certify fhaf a fapograohical sr�r vey a ,Lot /Q, Block ,0, Vail Vi/ /age Third Filing was made under my sapery /SIO.•7 aha' Thal s)`eel pin aln-1 gaps were f oa n d as .sho at pro,oef - ly ar>a' Thal the f000yraphy aS shown he r eOr7 is as aCCara>`e a s cona'i( ions woa /d pPrrni f, 1'o f'he hes f o t Any K�nnefh �'. �'ichrzr�s ,�egisfered Pro {essidna / .E17 gioerc -r ¢,Cana' Surveyor No, ,2 &3 Al z, • 0 7W Y The accuracy 0/ ,Elevations /s 107 yaaraA77eea' because of" Co,17sia'erahl S,10W a'eo>`h a/ )"he time Of the sarvey, 7b,00graphical Survey eye' kof /0, Block 2, V,q1k V/I„L Aa E, Third Filing, To wr7 o.-" Vail, Za91e C'o y, Co /ora cdo. A- epareaC for 'ay�-on B. *il /iEa mSolt PREPARED BY RICHARDS ENGINEERS, INC. P.O. BOX 1908, VAIL, COLORADO 81657 ' B -189 DENVER PHONE No. 51 16? -4 VAIL PHONE No. 476 -5072 S CA L E /'`-,ZO' SURVEY BY: D.R.s/. DATE- / 3O- ?',�► DESIGN BY: DATE: DRAWN BY:X4,1.4 DATE / -j / - 7„0 CHECKED BY: DATE JOB NO. SUBMITTED BY: SHEET NO N Scale / " =,ZO' Bench lHark : Manhole (6-.9 -/,2 ri • r• VERIFY 2. DIMENSIONS • AN UTILITY L OCATIONS PRIOR TO : WORK OR OR DERING ANY MATERIALS i OF • OR DISCRE PANCIES DOCUMENTS IMMEDIA 3. AREAS OF i OR DISC REPANCIES MUST BE FULLY RES• i WITH WR ITTEN • ••• • •. •• ! i • • • • 4. PLAN DIMENSI ARE • FACE OF r CENTERLINE OF • r COLUMNS OR FACE OF • OTHERWISE NOTED SECTION AND ELEVATION DIMENSIO T O TOP OF • •• OF ••r OR TOP OF OR BEAMS UNLESS OTHERWISE NOTE S. PROVIDE BLOCKAIG IN STUD WALLS •ter CEILINGS. LOCATIONS INCLUD BUT ARE • i T O CEILING AND WALL MOUNTED FIXTURES, TOILETS T ACCESSORIES CABINETRY, • •• S SHELVES CLOSET RODS AND FALSE B EAMS. 6. REFER TO FLOOR PLANS FOR r•i• LOCATIONS TO r••' SCHEDULE FOR ii•• 7. REFER TO FLOOR PLANS FORTTINDOW 1 •A i T O ZWT r i • WIN • IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR • CONSTRUCTI OF ASPECT OF PROJECT THEY SHALL IMMEDIATELY N O TIFY ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE •• • 10. THE GENE • • • i . SH R ES PO NSIBLE • • APP LIC AB LE • r AN D OBTAINING ALL r RE QUIRED APPR THIS PR OJECT • i BY THE INTERNATI BUILDING it AND THE INTERNATIONAL r •! CO MPLIANCE IS M ANDATORY . CONSTRUCTION DOCUMENTS SH ALL NOT .• DO NOT C ONFORM • ALL • NT C ODES INCLUDING AND THE IRC AN ALL LO CAL AND it`- -•! 11. THE GENE RAL CONTRACTOR AND SUBCONTRACTORS SHALL FIEL C OORDINATE AN OBTAIN • ••• • • • •' NOTCHING OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY • O C ONSTRUCTI O N. GENE 12. THE CONTRACTOR VERIFY G RADES r SCALE O THE BUILDING •• •• FOR OWNER r APPRO PRIOR TO B EGINNING W 13. THE OWNER HAS BEEN r r THAT DUE TO HARSH WINTER C ROOF AND DECK SURFACES BE r REAS ONABLY FREE OF • i SNOW TO ENSUR MINIMAL PROB LEMS SUBSTITUTI OF . PR ODUCTS WILL BE •* AR CHITECTS APPRO 'S. IT IS THE INTENT i MEANING OF DOCUMENTS THAT THE GENERAL CONTRACTOR AN D EACH SU BCO NT RA CT OR PROV L T . • E QUIPMENT , O OBTAIN A COMPLETE .: WITHIN THE RECOGNIZED r ••r O i ALL i i TO FIT WITHIN THE BUILDING • ` AN OUTSI SET WITH C E N AR CHITECT i • O F ANY DISCREP GENE RAL 17. THE . .• SHALL FIELD VERIFY THE LOCATIO UTILITIES. ALL UTILITIES SHALL BE LOCATE T MINIMIZE EXCAVAT!ON AND VEGETATION IM GENE RAL 18. THE i .• SHALL MINIMIZE THE LIMITS OF • AND TAKE ADEQUATE • TO PROTECT ALL . BEYOND THE LIMITS OF EXCAVATION. ALL ARE AS OF DISTURBANCE SHALL BE r T O BLEND WITH THE NON—DISTURBED DISTUR LANDSCAPE EXCAVATION. ALL AREAS OF B E RE TO B LEND WITH THE NON- DISTU RBE D LAN • GENE RAL • •• .• SHALL VERIFY ALL DEVEL OPMENT r C ONSTRUCTION DO CUMENTS. . r s i AR CHITECTS r 953 SOUTH FRONTAGE 'r SUITE 21 6 C O 81 6 57 P H. 97 970.477.296 stu d i o@khwebb . co m C KYLE H. .. r . r r JAMES DAYTON D ESIGN 53 0 N 3 RD ST SUITE 330 MINNE APOLIS , 4i PH 612 612.338.0 C ONTA CT: JIM DAYT r a ! I I 0" i t SH AEFFER CONSTRUCTION CO P. BO 373 a C O 8 PH, 970.845.5656 C BILL ! ' r M ONROE . NEWELL P. BO 261 DILLON CO :i4 PH. 970.668 M GEE CIVIL ENGINEER: LKP ENGINEERING INC. POST OFFICE BOX 2837 EDWARDS, CO • i • # •i .. 970 • ♦ •i :• LUIZ PETRO r ! • E V SU PO BOX 1230 EDWARDS COLORADO 81632 PH. 970.949.1406 C ONT ACT: PO L ANDSCAPE AR CHITECT: • ! DESIGN BY ELLISO '! BOX 1259 AVON ! i' 1 r! 81 620 P 970.949.1700 97 C ONTACT: ! KATHY ALTO INTE D ESIGN: ALAN TANKSLEY, INC. 114 EAST r ST SUITE 14 Y ORK , NEW ii PH. 212 . 48 1.8454 4: C ONT ACTS: AL . C ORB ETT PROJECT SUMMARY: DRAWING INDEX Code: SURVEY I INTERNATIONAL RESIDENTIAL CODE 2003 1:10 EXISTING TOPOGRAPHIC SURVEY • 2 A Zonin /' {� CIVIL Ir, PRIMARY /SECONDARY CI 1:10 GRADING PLAN (,, FIJI AR Occupancy Classification. C2 I /4 "` UNDER DRAIN PLAN * ir, � r, #100 PLAN i E041 OHS TYPE R DI 3 L ANDSCAPE • wnil! L1.1 1:10 SITE PLAN AT WETLANDS L 1.2 1:10 TREE ASSESSMENT AND REMOVAL STRUCTU L 1 1:10 LAYOUT AND MATERIALS PLAN S 1 GENERAL NOTES L2. CONSTRUCTION DETAILS S 1 1 FOUNDATION PLAN SY L2.2 SPA LAYOUT & DETAILS S 1 I " LOWER LEVEL FRAMING PLAN L2.3 POND LAYOUT $ DETAILS S 1 1/4" MAiN LEVEL FRAMING PLAN L2.4 WATER FEATURE LAYOUT 6 DETAILS S 1 1 /4" UPPER LEVEL FRAMING PLAN 4.44 A A L3.1 PLANTING PLAN S 105 1/4" ROOF FRAMING PLAN Section Cut Reference Detail Area Reference L4. IRRIGATION PLAN S 20 1 DETAILS S 202 DETAILS EL: 4 —QF A3.4 _ ARCHITECTURAL S 203 DETAILS Elevation Rekence Elenationsymbol _ S 204 DETAILS A 0(� I I:IO SITE PLAN tl� � N . A 002 1:10 CONSTRUCTION STAGING PLAN S 205 DETAILS Detail Cut Reference Urge Area Detail Reference A 003 1: 10 EXTERIOR LIGHTING PLAN " A 0 1 0 I/B BASEMENT DEDUCTION P6 14131/1999 A 01 1 1 t8" GRFA � Revision Cloud Revision Symbol A 020 1/4 MECHANICAL DIMENSION PLAN A 021 1/4" LOWER LEVEL DIMENSION PLAN ,• -�*�, 0 A 022 1/4" MAIN LEVEL DIMENSION PLAN � ••J A 023 1 /4" UPPER LEVEL DIMENSION PLAN Grid Bubble Material Tag A 1 1/4" MECHANICAL / CRAWLSPACE PLAN A 1 0 1 1 /4" LOWER LEVEL FLOOR PLAN A 1 02 1/4" MAIN LEVEL FLOOR PLAN A 1 I /4" UPPER LEVEL FLOOR PLAN A 1 04 1/4" ROOF PLAN A 1 1 /4" LOWER LEVEL RCP A 1 1/4" MAiN LEVEL RCP A 107 1/4" UPPER LEVEL RCP A 200 1/4" ELEVATIONS A 201 1 /4 " ELEVATIONS A 300 1/4" BUILDING SECTIONS A 3 0 1 1/4" BUILDING SECTIONS A 302 1/4" BUILDING SECTIONS A 303 1/4 " BUILDING SECTIONS A 400 EXTERIOR DETAILS A 401 EXTERIOR DETAILS A 402 EXTERIOR DETAILS A 403 EXTERIOR DETAILS A 404 EXTERIOR DETAILS A 405 EXTERIOR DETAILS A 406 EXTERIOR DETAILS _ A 402 EXTERIOR DETAILS ' A 400 EXTERIOR DETAILS , ¢qg y ea A 403 EXTERIOR DETAILS Uj A 410 ExTERIOR DETAILS A 411 EXTERIOR DETAILS A 412 EXTERIOR WALL TYPES A 500 WINDOW SCHEDULE A 501 WINDOW DETAILS :�ft am 3 v CL� 0 r --• .-- Sal so Ln 0o cn � rte• r-• r.0 r•" v c� ac r. D w cry Z ft low .w ..w DRAWN i 05 u m U M iii A r --• .-- Sal so Ln 0o cn � rte• r-• r.0 r•" v c� ac r. D w cry Z ft low .w ..w DRAWN i 05 u m U M iii DRIVEWAY cV V O 0 84- +r • �G 'f E311 m 98-,, 8198.5 8200, ELECTRIC 13C tJ CMP 0 � INV 8170.5 8176.0 « . �. tR t . t A20 UTILITY STUB +O 1 x 8185.1 A19 A1$ t SEWER MANHOLE A17 . r✓ 67 84 t EDGE ASPHALT 6= 21'37'00" ~- 8176.5 R= 1 55.95' `'�'' --_. L. =58.84' T -29.77 '` ••, "`� '°' -,. 8177.1 , may 76 WATER MANHOLE ` B6� tt f a ROOF OVERHANG I EL =8195.2 J 1 �r ._. 17.8 � t 86 A15 x A14 818 . __! 4. EL R G S LAB + �- ' e - • A13 UTILITY STUB ROOF OVERHANG WETLAND BOUNDARY C? STAIRS EL= 8199.6 W 8187.2 ' " • ' �, Ate f. WETLAND BOUNDARY A .. 818 _ \t �/ EDGE WATER * �1 WETLAND POINT All 4" 1 8184OT FOUND A10 CONC STAIRS a. " "`° --- ROCK WALL o LOWER DECK x 76 78 X 78 « 78 FOUND LEANING REBAR Al WITH BROKEN PLASTIC CAP (N12'39'54 "E 0.66') P 8180 82 84 SP2 t o TRA�v K� UTILITY 'd EASEMEN VY W8184.2 / � A7 Q C? A=367 1.70 R= 161.60' EL= 8187.4 MAIN LEVEL DECK EL= L-84.61' ° T- -73.30 8176,7 81764 BLDG OVERHANG x 4 4 _ _ 8198.8f�� A24 74� M 1771. 76 INV X-- , ----,. -- x 97, DRIVEWAY cV V O 0 84- +r • �G 'f E311 m 98-,, 8198.5 8200, ELECTRIC 13C tJ CMP 0 � INV 8170.5 8176.0 « . �. tR t . t A20 UTILITY STUB +O 1 x 8185.1 A19 A1$ t SEWER MANHOLE A17 . r✓ 67 84 t EDGE ASPHALT 6= 21'37'00" ~- 8176.5 R= 1 55.95' `'�'' --_. L. =58.84' T -29.77 '` ••, "`� '°' -,. 8177.1 , may 76 WATER MANHOLE ` B6� tt f a ROOF OVERHANG I EL =8195.2 J 1 �r ._. 17.8 � t 86 A15 x A14 818 . __! 4. EL R G S LAB + �- ' e - • A13 UTILITY STUB ROOF OVERHANG WETLAND BOUNDARY C? STAIRS EL= 8199.6 W 8187.2 ' " • ' �, Ate f. WETLAND BOUNDARY A .. 818 _ \t �/ EDGE WATER * �1 WETLAND POINT All 4" 1 8184OT FOUND A10 CONC STAIRS a. " "`° --- ROCK WALL o LOWER DECK x 76 78 X 78 « 78 FOUND LEANING REBAR Al WITH BROKEN PLASTIC CAP (N12'39'54 "E 0.66') P 8180 82 84 SP2 t o TRA�v K� UTILITY 'd EASEMEN VY W8184.2 / � A7 Q C? o; LANDING ' EL =8198.8 --- EL= 8187.4 MAIN LEVEL DECK EL= ROOF PEAK ° As BLDG OVERHANG x 4 4 _ _ 8198.8f�� ROCK WALL X-- , ----,. -- x 97, RN K LER ROOF PEAK LOT 1 O 6 "PVC -- -� 8195.9 VALVE EL =8222.4 SPOT EL= 189.2 F' ?. hr/ � �'' INV =8194.9 - •8186.8 1 ,,. 13.0 "" ----- ____ 0.4724 ACRES DECK BELOW OVERHANG A =& A- o� DECK EL x / 8190. ' ROOF PEAK 344 EL =8222.4 8198.7x *" 8197,31 � x94.5 x--. EL =8217.5 ---x BLDG OVERHANG 8187.4 SP1 8198.8 ^ h � 90 -.. r r co 88 B 7 VAIL VILLAGE FIRST FILING - 8190 92 94 8210 ig 7 ,�ASEM�NT � ; ' 12 FND. PIN & ° - •.___ ALUM. CAP L.S. # ILLEGIBLE S? FOUND PIN &ALUM GAP _._., L5.�26598 ,,,. -•�'° 3' W.C, T4 SE COR LOT 1O „�L= 8209.44 LOT 18 1 M "tk i i NOTES: 1} DATE OF SURVEY: 8/03/05 UPDATE (ADD WETLANDS) 10/21/05. 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: SEWER MANHOLE 8A9.3.4 NEAR LOT 20 BLOCK 7 INV EL =8234.0. 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT SW CDR AND 3' WITNESS CORNER TO SE CORNER LOT 10 (SEE DRAWING). 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTSON THIS PROPERTY. TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 8) ROOF OVERHANG MEASURED TO FACIA. SURVEYOR'S CERTIFICATE 1, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 Date: EVERGREEN TREE WITH APPROX 1.2' DIA TRUNK •� i ROOF PEAK ° 8191.5x F BLDG OVERHANG EL= 8217.5 ROCK WALL X-- , ----,. x 97, RN K LER ROOF PEAK -� x 8191.6 8195.9 VALVE EL =8222.4 1 ,,. 13.0 "" ----- ____ ROOF PEAK A =7.0. 1( SPOT ELEV. SHOWN WOOD "- --_... EL =8222.4 ARE BELOW DECK *" 8197,31 � DECK ---x b f 8198.8 ^ h 5.2' a,0' 8194.9 ----_ AIR 8197. 8196,9 "` ._ __ ,_ -' "` °_- 6.1 ,_.. x 8197.5 � ,�. _ WD D TIE 81 7.2 ROCK WALL o 6.8 - ....., P NTER �� 8197.1 .- 5 2' X1 i s d 8197. 4 A -7.0' " " "` - "' "`-- WOOD DECK DECK EL =8198.7 1 8 s.0• 8196.8 -- .." - - .., 181 .3 97.7 x $197.5 8196.8 _ x 8205.2 �2 8197.8 8198.1 8197.7 ____ -- - -- } , 8197.2 PLANTER 8200 -` 8200 r K 8201.2x .,E1W.ZeIN /1_ 8210 ig 7 ,�ASEM�NT � ; ' 12 FND. PIN & ° - •.___ ALUM. CAP L.S. # ILLEGIBLE S? FOUND PIN &ALUM GAP _._., L5.�26598 ,,,. -•�'° 3' W.C, T4 SE COR LOT 1O „�L= 8209.44 LOT 18 1 M "tk i i NOTES: 1} DATE OF SURVEY: 8/03/05 UPDATE (ADD WETLANDS) 10/21/05. 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: SEWER MANHOLE 8A9.3.4 NEAR LOT 20 BLOCK 7 INV EL =8234.0. 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT SW CDR AND 3' WITNESS CORNER TO SE CORNER LOT 10 (SEE DRAWING). 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTSON THIS PROPERTY. TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 8) ROOF OVERHANG MEASURED TO FACIA. SURVEYOR'S CERTIFICATE 1, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 Date: EVERGREEN TREE WITH APPROX 1.2' DIA TRUNK •� i mumma DRIVEWAY LAYOUT BY LANDSCAPE ARCHITECT ¢ r\ ..— w 0 �I o o il 0 O � j 84f z t( SIL T FENCE 1. ALONG THE TOE OF HILLS, INSTALL THE SILT FENCE ALONG A LEVEL CONTOUR AND PROVIDE AREA BEHIND THE FENCE FOR RUNOFF TO POND AND SEDIMENT TO SETTLE. A MINIMUM OF 5 FEET A WA Y FROM THE TOE OF THE FILL IS RECOMMENDED. 2. THE HEIGHT OF THE SILT FENCE FROM THE GROUND SURFACE SHALL BE MINIMUM 24 INCHES AND SHALL NOT EXTEND 36 INCHES J. SILT FENCES SHALL BE PERIDICALL Y MAINTEINED. REMOVE SEDIMEN T ACCUMULA TED BEHIND THE SIC T FENCE WHEN I T HAS REACHED HALF THE EXPOSED FABRIC HEIGHT. 4. DAMAGED SILT FENCE SHOULD BE PROMPTLY REPAIRED. 5. REMOVE SILT FENCES AFTER THEY HAVE SERVED THEIR USEFULNESS 1 PULYULEFIN - ., y, - � .°� • C7 +�, �.%'" FLOW � ~ • �' AY BALE CHECK DAMS` � `"� ° �� 4 • FOR SEDIMENT CONTROL `~ - 10 FT. MAX. SPACING WITH WIRE SUPPORT FENCE (NOS) 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE I m I i0 z � f f f f A I ' OF ! I''- f �7, '� l\ I` .!! /� /1�,14r. * SECTI SC LOT 9 ' t ' 1 l 1i i / TOW69J -6 r i t I :f ,,I ..� MAIN LEVEL DECK ABOVE TO PLM. ELEV 8198.5' � �TOC 187.67]) a ` J�EATED STAIRS BY -^ LANDSCAPE ARCHITECT 8190 ``.'` j WSlLL =9 ., ✓' `� � -- "°° °--° -- ----_. �A'� --__. �� - --.... ROPOSEII BOW--8192'-J" , TOPSOIL OR OTHER PLANTING MATERIAL AS REQUIRED BY THE LANDSCAPE ARCHITECT 12" SLOPE TO DRAIN DRAIN RISER MATCH EXISTING PIPE DIAMETER 90' DRAIN ELBOW EXISTING CORRUGATED PIPE \FILTER FABRIC WILL BE LAID OVER THE POND UNER, WHICH WILL BE GLUED 4 -INCH DIAMETER TO THE FOUNDATION WALL AND ERFORAlED DRAIN PIPE TO THE RETAINING WALL IG TO DAYLIGHT AT 2X ADED SWALE TYPICAL PLANTING U.NDERDRAIN DETAIL , `-6' MIN AGGREGATE BASE COURSE CONCRETE PAN SrECTION N. T.S. PAN • • •, • • DRAINAGE TOW --8198 =3" 2 ' • �;s SWALE 001 i .. • 92- • 4w PROPOSED (ABOUT 809 4 -INN --- Q .• rr 02 ^. �I DIAMETER, PERFORATED PVC °--�° • • I �k UNDERDRAIN SLOPING AT 2X .94- 1 TO DAYLIGHT (SEE DETAIL C14 8204.1 `� q MAIN LEVEL DECK 4j ' $W 04- i FIN. TO PLYWD. ELEV• 8198.5' 6. 7' �p 96 ~ 8.95 _- ' j NDERDR UN INVERT 8204.8 1 TO 5' "- 0 OUT = 94.3' 03.0' 8 C14 O6-__ Q ELECTRIC - GRA ... •.. -- •,� - ! 8200 , TOPSOIL OR OTHER PLANTING MATERIAL AS REQUIRED BY THE LANDSCAPE ARCHITECT 12" SLOPE TO DRAIN DRAIN RISER MATCH EXISTING PIPE DIAMETER 90' DRAIN ELBOW EXISTING CORRUGATED PIPE \FILTER FABRIC WILL BE LAID OVER THE POND UNER, WHICH WILL BE GLUED 4 -INCH DIAMETER TO THE FOUNDATION WALL AND ERFORAlED DRAIN PIPE TO THE RETAINING WALL IG TO DAYLIGHT AT 2X ADED SWALE TYPICAL PLANTING U.NDERDRAIN DETAIL , `-6' MIN AGGREGATE BASE COURSE CONCRETE PAN SrECTION N. T.S. PAN • i �r r i ♦ r ♦ ,, r •� � r � rr � , i Rr r (� r V 00 00 0 $ 4 I M I) co " , W fW • • • •, • • s • • �;s .• •• i .. • • 4w X 04 Q .• rr • • C14 I- q 4j ' $W �p 0 0 C14 Q • i �r r i ♦ r ♦ ,, r •� � r � rr � , i Rr r (� r V 00 00 0 $ 4 I M I) co " , W fW • "~.; -• �� , GROUND GROUND WATER -► �'� ' :. I ~ WATER FLOW �i t . '." '' .: FLOW 4-040Y WAVER UWVWMW FREMW cxooawa OF OU� AAV PC INVERT WETLAND CROSSING TRENCH ATS. FLOW SALO o a s a r 0 a o a EWsto &M Cr'NANNRI. MY APPj TION ` " ter.: TEMPORARY EROSION CONTRaC I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN ACCORDANCE WITH THE BEST MANAGEMENT PRAC77CES, 2. SILT FENCE SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF THE UM17S OF DISTURBANCE AND AT THE BASE OF STOCKPILED MATERIAL, PRIOR TO EXCAVA770N, AND MAINTAINED AND KEPT IN PLACE UN77L 7HE FINISH GRADE 1S CONSTRUCTED AND RE16GET47ED. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVEN77NG THE RELEASE OF SEDIMENT WITH 7HE RUNOFF FROM 77-IE SITE AND SHALL BE RESPONSIBLE FOR THE INSTALLA77ON OF ADD177ONAL EROSION CONTROL MEASURES AT THE REQUEST OF THE APPROPRIATE BUILDING OFFICIALS NOTE: - TOPOGRAPHICAL SURVEY BY EAGLE VALLEY SURVEYING, INC. (970) 949 -1406 - SI7E PLAN BY K.H. *EBB ARCHI7EC7S, P.C. (970) 477 -2965 - LANDSCAPE ARCHITE077)RE AND POND DESIGN BY LAND DESIGNS BY ELLISON & CO, 980 -949 -1700 I Angle First Stoke Toward Previously Laid Bole Flow tom• j,�lVk,ll \13' , ;�. c « ,s raww�.�.w Bound Bales Placed On Contour 2 Re —Bars, Steel Pickets Or 2 "x 2" Stakes Driven 1.5 Ft. To 2 Ft. Into Ground. Drive Stakes Flush With Bales. A NC HMING D EML •OM ri :M PONT DRAWN BY L.P. CHECKED BY L. PROJECT NO: 05153 SEE RE14SIONS BOX DATE: JUNE 14, 2007 DRAWING NO.: 05153gr-- dr --er. SHEEr C -1 TONE BASE TRENCH DROP ICI ET N TS DAYLIGHT DETAIL RM • • •, • • s • • t .• •• i .. • • X 04 .• rr • • "~.; -• �� , GROUND GROUND WATER -► �'� ' :. I ~ WATER FLOW �i t . '." '' .: FLOW 4-040Y WAVER UWVWMW FREMW cxooawa OF OU� AAV PC INVERT WETLAND CROSSING TRENCH ATS. FLOW SALO o a s a r 0 a o a EWsto &M Cr'NANNRI. MY APPj TION ` " ter.: TEMPORARY EROSION CONTRaC I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN ACCORDANCE WITH THE BEST MANAGEMENT PRAC77CES, 2. SILT FENCE SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF THE UM17S OF DISTURBANCE AND AT THE BASE OF STOCKPILED MATERIAL, PRIOR TO EXCAVA770N, AND MAINTAINED AND KEPT IN PLACE UN77L 7HE FINISH GRADE 1S CONSTRUCTED AND RE16GET47ED. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVEN77NG THE RELEASE OF SEDIMENT WITH 7HE RUNOFF FROM 77-IE SITE AND SHALL BE RESPONSIBLE FOR THE INSTALLA77ON OF ADD177ONAL EROSION CONTROL MEASURES AT THE REQUEST OF THE APPROPRIATE BUILDING OFFICIALS NOTE: - TOPOGRAPHICAL SURVEY BY EAGLE VALLEY SURVEYING, INC. (970) 949 -1406 - SI7E PLAN BY K.H. *EBB ARCHI7EC7S, P.C. (970) 477 -2965 - LANDSCAPE ARCHITE077)RE AND POND DESIGN BY LAND DESIGNS BY ELLISON & CO, 980 -949 -1700 I Angle First Stoke Toward Previously Laid Bole Flow tom• j,�lVk,ll \13' , ;�. c « ,s raww�.�.w Bound Bales Placed On Contour 2 Re —Bars, Steel Pickets Or 2 "x 2" Stakes Driven 1.5 Ft. To 2 Ft. Into Ground. Drive Stakes Flush With Bales. A NC HMING D EML •OM ri :M PONT DRAWN BY L.P. CHECKED BY L. PROJECT NO: 05153 SEE RE14SIONS BOX DATE: JUNE 14, 2007 DRAWING NO.: 05153gr-- dr --er. SHEEr C -1 TONE BASE TRENCH DROP ICI ET N TS DAYLIGHT DETAIL RM In • - \ \ >- I (F LL j 00 F xI w J ♦ DISCHARGE TO DAYLIGHT (SEE DETAIL) i i SOLID, SCH40 WHEN CROSSING :R F OVINGS I PERIMETER FOUNDATION DRkIN [190' -7 "] t j t t f 1 ♦ t t 11 1 1 \ I —3/4 —INCH DIAMETER CLEAN, CRUSH ROCK 6 —INCH DIAMETER PERFORA TED COLLECTOR PIPE VAPOR RETARDER WITH RLTER FABRIC PER WATERPROOFING CONSULTANT rr�rcn vrlurvv, rrurcnr r -rarrr OR EQUIVALENT L4 —INCH DIAMETER PERFORA TED LA TERAL SWALE DA YLIGHT .DETAIL N. T.S. 187' -9 3/4 "] PERFORATED, 6 -INCH DIAMETER COLLECTOR DRAIN AT 29 SLOPE (TYPICAL) 1 � G? W ( t PERIMETER ^� I � DRAIN FOUND ATION LEGEND 6 -INCH DIAMETER - - - COLLECTOR PIPE ---------------- - - - - -- 4 -INCH DIAMETER LATERAL PIPE PERFORATED, 4 -INCH DIAMETER LATERAL SLOPING TOWARD THE COLLECTOR DRAIN (TYPICAL) - - - - - -- . _ -- -� [203' -O "] J � I YN. --.—.-------------------------------------- .---------- - - - - - -- ------ _________ —_�_� — __-- _ —_=-- - - - J (97' -8 ") DRAINAGE PROVIDED BY HYDRODUCT 600 TYP. L ------------------- - - [198'-6 `'—BEGIN 774E COLLECTOR PIPES LAYOUT AT A MINIMUM OF 2 FEET BELOW BOTTOM OF FOOTING ELEVA77ON PERIMETER FOUNDATION DRAIN ! • 4 ! ! ! �R s U i �' n *11 aka DRAWN BY L.P. PROJECT NO: 45153 SEE REVISIONS BOX DATE: JUNE 14, 2007 DRAWING NO.: 05153underdrair a 0 cc It ly a a � v 4 o U 10 ` W �3 Q 4 4 0 h C3 I N ao , 4 • • s N w • • • • 00 u w CO X 04 • • u • • r SHEET C -2 DISCHARGE TO DAYLIGHT (SEE DETAIL) UNDERDRAIN NOTES GRAPHIC S CALE 1. TEMPORARY GROUND WATER DEW4 7FRING MIGHT BE NECESSARY DURING THE CONSTRUCTION OF THE UNDERDRAIN SYSTEM. 4 a is 2. FOR THE TEMPORARY GROUND WATER DEW4 7ERING, EXCAVATE N HOLES OR A TRENCH AS NECESSARY TO CREATE A LOW SPOT. LINE THE t HOLES OR 7RENCH WITH FILTER FABRIC AND PLACE CLEAN CRUSH ROCK, PLACE A SUMP PUMP. IN FEET } "] 3. ONCE THE EXCAVATION IS RELATIVELY DRY, CONSTRUCT SWALES FOR rr*� too) [185' -0 THE PLACEMENT OF THE COLLECTOR DRAINS IN EACH OF 774E SEPAR7E' 1 inch = 4 ft. -------- - ___ _ _. �... _ FOUNDATION AREAS. LINE THE EN77RE AREA WITH nL7ER FABRIC. CONSTRUCT 774E 6 -INCH DIAMETER, PERFORATED COLLECTOR DRAINS. 185' -3" CONSTRUCT THE FOUR -INCH DIAMETER, PERFORATED LATERALS �y IT (179' -4 ") 4. BACKnLL THE EN77RE AREA WITH A MINIMUM OF 12 INCHES OF TOP OF SLAB MINUS 314 -INCH CLEAN CRUSH ROCK. SOME AREAS ON THE DOWNSLOPE OF THE DRAINS WILL REQUIRE MORE GRAVEL. 5. COVER THE GRAVEL W17H FILTER FABRIC. 6. WHERE THE COLLECTOR DRAINS CROSS UNDER FOOTTNGS, CHANGE TO 17' -0 "] (179'-4 0 SCH40 RIGID PIPE. �a — 181' -0" 0 ^I OIL TOP OF SLAB I �, [184'-7 t 185' _8' I I------- --- - -r #C T.O. SLAB DA YLIGHT .DETAIL N. T.S. 187' -9 3/4 "] PERFORATED, 6 -INCH DIAMETER COLLECTOR DRAIN AT 29 SLOPE (TYPICAL) 1 � G? W ( t PERIMETER ^� I � DRAIN FOUND ATION LEGEND 6 -INCH DIAMETER - - - COLLECTOR PIPE ---------------- - - - - -- 4 -INCH DIAMETER LATERAL PIPE PERFORATED, 4 -INCH DIAMETER LATERAL SLOPING TOWARD THE COLLECTOR DRAIN (TYPICAL) - - - - - -- . _ -- -� [203' -O "] J � I YN. --.—.-------------------------------------- .---------- - - - - - -- ------ _________ —_�_� — __-- _ —_=-- - - - J (97' -8 ") DRAINAGE PROVIDED BY HYDRODUCT 600 TYP. L ------------------- - - [198'-6 `'—BEGIN 774E COLLECTOR PIPES LAYOUT AT A MINIMUM OF 2 FEET BELOW BOTTOM OF FOOTING ELEVA77ON PERIMETER FOUNDATION DRAIN ! • 4 ! ! ! �R s U i �' n *11 aka DRAWN BY L.P. PROJECT NO: 45153 SEE REVISIONS BOX DATE: JUNE 14, 2007 DRAWING NO.: 05153underdrair a 0 cc It ly a a � v 4 o U 10 ` W �3 Q 4 4 0 h C3 I N ao , 4 • • s N w • • • • 00 u w CO X 04 • • u • • r SHEET C -2 DISCHARGE TO DAYLIGHT (SEE DETAIL) S4 819 0 A22 r X, A21 0 11110 .6 e U e I2 tie4 V v e CU y 174 sq, AQ Fit WQ RV 4D D A15 A6 A14 T 6,5 q f t WL dol Q FRI. -AJ4 A 2.7 cu yd CAL 0.06 cu yd R __AQ Fill o 0 A10 Wit Fitt �W 2,8 s q f - L FO - 7 12 c u y AQ Fitt A 0.5 cu —IM sq f t AQ Fill yc A9 W -- L Add --------------- 0.4724 ACRES "4 ittorat Shetf Edge ear Pc�nq. xisting Pond Edge Nq� MON —, Swale "ZI ------ _4' PerforaLed PVC underdrain Wetland Calculations 7 6 % Volume POND. PROVIDE FOR BOULDERS AT APPROX. 20% OF POND SURFACE. 24 '4 F Fitt 169.0 s q 4 21,9 cu ydx Wetland Fitt 190.0 sq ft 66 cu yd , .r Add 77,7 sq ft Aquatic Add 178,0 sq ft S4 819 0 A22 r X, A21 0 11110 .6 e U e I2 tie4 V v e CU y 174 sq, AQ Fit WQ RV 4D D A15 A6 A14 T 6,5 q f t WL dol Q FRI. -AJ4 A 2.7 cu yd CAL 0.06 cu yd R __AQ Fill o 0 A10 Wit Fitt �W 2,8 s q f - L FO - 7 12 c u y AQ Fitt A 0.5 cu —IM sq f t AQ Fill yc A9 W -- L Add --------------- 0.4724 ACRES "4 ittorat Shetf Edge ear Pc�nq. xisting Pond Edge Nq� MON —, Swale "ZI ------ _4' PerforaLed PVC underdrain Wetland Calculations Area Volume POND. PROVIDE FOR BOULDERS AT APPROX. 20% OF POND SURFACE. Aquatic Fitt 169.0 s q 4 21,9 cu ydx Wetland Fitt 190.0 sq ft 66 cu yd Wetland Add 77,7 sq ft Aquatic Add 178,0 sq ft #Note: 1 additional yd, o-P aquatic 4 included for boutolers and rock at bottom of pond. PLACE STONE NATURALLY TO CONCEAL RELIEF VALVE TO CONCEAL AS NECESSARY 2*-6* S A "FIN TOT 86.17' ------------------------- 7 T__�_ 4 1 " GRAVEL- 4'-0* DIA. ND BOTTOM AT CANTILEVER SLAB 83.67' USE BOULDERS TO MAXIMIZE POND DEPTH FILTER FABRIC 'MIRAFI* OR EQUAL EPDM LINER W/ 8 OZ. GEOTEXTILE AT DOTI1 SIDES. USE DBL LAYER BELOW ALL BOULDERS AND GRADE TRANSITIONS. INTAKE TEE W1 SCREENS FILTER FABRIC 'MIRAFI' OR EQUAL, CONT, AT INTERFACE BETWEEN MATERIALS Copy of Section of Pond at Cantilevered Deck A • . �. 4 1 11 , 1 4 , * a9miffilem 0 00 C> 1 p 00 N co C O 0% E x ' 0 0 0 a CO Lo 1:> h 00 .2 c> 0 0 U C Aj 46 0 0 w 011 C Scale. Date: 22 Jun 2007 if —WATER FEATURE CHANNEL BEYOND 25.Sep.2007 FIN TOP OF TERRACE 87.92' For Permit OC 87.67' ------ ------ 15.Oct.2007 I. TOC 87 — FILTER FABRIC 'MIRAFI* OR SPA SEE SHEET L2. FIN TOW 86.17' 2 20.Nov.2007 EQ. TYP. NF 8 - � 0 I I'll I'll I'll *.: 1 . 7 , WATER LINE 85.0' Y 28.Nov.2007 4 TOV Submittal 1._1 I r III 77-- Site Plan at Wetlands E 82.92' 4. L_ .�46T-Tq I _OF. SPA 82.67 �Lj I LL II F! 1- 7 I JI� j! 'too 0 e 'y A 0 0 0 TOC RE: STRUCTURAL w? POND BOTTOM AT WALL 83.67' %, 0 0 GRAVEL BACKFILL a GUNNITE SPA SHELL 4 .00 0 4.- % A . 4 4 Copy of Section of Pond at Spa Sheet: Scala 39 _ _ - 0 8 1 1 Ll ■ 1 -----------OCCASIONAL BOULDERS AT BOTTOM OF POND. PROVIDE FOR BOULDERS AT APPROX. 20% OF POND SURFACE. BOULDER SIZE TO BE 12" HT. x 12" x 24" 12" HT x 24" x24" HAYWARD INDUSTRIAL 2" PRESSURE v RELIC' VALVE W/ LOW PRESSURE SPRINGS AVAIL. FROM HAYWARD FLOW A CONTROL 800-548-7665 WATER LINE 85.0' DISCHARGE TEE W/ SCREENS— PLACE STONE NATURALLY TO CONCEAL RELIEF VALVE TO CONCEAL AS NECESSARY 2*-6* S A "FIN TOT 86.17' ------------------------- 7 T__�_ 4 1 " GRAVEL- 4'-0* DIA. ND BOTTOM AT CANTILEVER SLAB 83.67' USE BOULDERS TO MAXIMIZE POND DEPTH FILTER FABRIC 'MIRAFI* OR EQUAL EPDM LINER W/ 8 OZ. GEOTEXTILE AT DOTI1 SIDES. USE DBL LAYER BELOW ALL BOULDERS AND GRADE TRANSITIONS. INTAKE TEE W1 SCREENS FILTER FABRIC 'MIRAFI' OR EQUAL, CONT, AT INTERFACE BETWEEN MATERIALS Copy of Section of Pond at Cantilevered Deck A • . �. 4 1 11 , 1 4 , * a9miffilem 0 00 C> 1 p 00 N co C O 0% E x ' 0 0 0 a CO Lo 1:> h 00 .2 c> 0 0 U C Aj 46 0 0 w 011 C Scale. Date: 22 Jun 2007 if —WATER FEATURE CHANNEL BEYOND 25.Sep.2007 FIN TOP OF TERRACE 87.92' For Permit OC 87.67' ------ ------ 15.Oct.2007 I. TOC 87 — FILTER FABRIC 'MIRAFI* OR SPA SEE SHEET L2. FIN TOW 86.17' 2 20.Nov.2007 EQ. TYP. NF 8 - � 0 I I'll I'll I'll *.: 1 . 7 , WATER LINE 85.0' Y 28.Nov.2007 4 TOV Submittal 1._1 I r III 77-- Site Plan at Wetlands E 82.92' 4. L_ .�46T-Tq I _OF. SPA 82.67 �Lj I LL II F! 1- 7 I JI� j! 'too 0 e 'y A 0 0 0 TOC RE: STRUCTURAL w? POND BOTTOM AT WALL 83.67' %, 0 0 GRAVEL BACKFILL a GUNNITE SPA SHELL 4 .00 0 4.- % A . 4 4 Copy of Section of Pond at Spa Sheet: Scala 39 _ _ - 0 8 1 1 Ll ■ 1 7r — 7 4 74— 1W 7 6 ' 1V Z EP Trunk Diameter _(in.) Height Crown Radius 28 18 10 2 8 6 5 3 5 6 4 4 16 8 6 5 16 8 7 6 18 TREE TO BE 6 REMOVED, TYP. 23 15 'N 77 8 x . 15 8 9 2818 10 10 16 M X, 7 f3l 76 7 - 9 — A /8 �'��M ✓ . ` ,J ' � � 1! t r A T 4 8180 - - T10 T T 9, I VA 0 C 8 ----------- C) V TREE PREVIOUSLY C + f -� '� 1 �` - J e� // �� REMOVED, TYP. r. / j ` ' j T - 3 1 a VN/" I g Op 1 P—"111" I" 15, UM ; "I Y f 12 -2 7; IF F AME Z 9 8 0.47Z4 ACRES 34 J '4 4 9 - 4 47P 98 ---------- 200 A 08 L -------- —3 8270,, R � .�.xw- ""'" -�.. ,� �' w` 'r`� _-.... 1 } ` ,,,„„„rrr .j [' t _ �� 7 j- 8210 �— 44 — ,2 THIS TREE IS NOT PART OF THE ASSESSMENT BY ARBORIST PROTECT WITH FENCING AT DRIPLINE NOTES: 1. REFER TO SITE PLAN FOR ALL LIMITS OF DISTURBANCE, WETLANDS, AND PROPOSED SITE INFORMATION. 2. FENCING TO BE INSTALLED AROUND THE TREE PROTECTION ZONE (TPZ) IS TO BE 6' CHAIN LINK FENCING OR OTHER IF APPROVED BY LANDSCAPE ARCHITECT OR ARBORIST. TIE FENCING IN TO LIMITS OF DISTURBANCE FENCING AS NEEDED; DO NOT INSTALL FENCING WITHIN WETLAND AREAS WITHOUT APPROVAL AND DIRECTION FROM WETLANDS CONSULTANT. 3. CONTACT ARBORIST, RICK HERWEHE (OR OTHER AS APPROVED BY OWNER), 970-453-9154, FOR APPROVAL AND SUPERVISION OF EXCAVATED AREAS WITHIN PROXIMITY OF THE "MINIMAL ACCEPTABLE TREE PROTECTION ZONE" PRIOR TO DIGGING. , J,. FOLLOW ALL RECOMMENDATIONS AS OUTLINED WITHIN THE TREE PRESERVATION PLAN REPORT AS PREPARED BY A CUT ABOVE FORESTRY. 5. ALL NEW TREES AND SHRUBS ARE TO RECEIVE DRIP IRRIGATION. ALL PERENNIAL AREAS ARE TO RECEIVE POP—UP SPRAY HEAD IRRIGATION. Tree # Ideal Tree Protection Zone (TPZ) (In Feet, Diameter) Trunk Diameter _(in.) Height Crown Radius 28 18 10 2 8 6 5 3 8 6 4 4 16 8 6 5 16 8 6 6 18 13 6 7 23 15 8 8 23 15 8 9 2818 10 10 16 8 6 11 20 15 6 12 28 is Film 13 28 18 10 14 20 12 6 Tree # Ideal Tree Protection Zone (TPZ) (In Feet, Diameter) Minimal Acceptable Tree Protection Zone (Will allow some soil compaction but not root loss. Minimal Acceptable Root Loss on One Side of Tree in Feet 1 28 18 10 2 8 6 5 3 8 6 4 4 16 8 6 5 16 8 6 6 18 13 6 7 23 15 8 8 23 15 8 9 2818 10 10 16 8 6 11 20 15 6 12 28 is 10 13 28 18 10 14 20 12 6 0 oD M 00 0, 00 9 -18 8 cia Ld Ld 0) 0 C) 0 0 I'L Uj a I Date: 22 Jun 21007 For Permit I Revised: 26.June.2007 I I I fflm ! �M I 28.Nov.2007 i TOV Submittal I Tree Assessment and Removals i II I Sheet: Ll ■ 2 Scale: 1" = 10'-0" • 4 • • ii I Date: 22 Jun 21007 For Permit I Revised: 26.June.2007 I I I fflm ! �M I 28.Nov.2007 i TOV Submittal I Tree Assessment and Removals i II I Sheet: Ll ■ 2 Scale: 1" = 10'-0" STONE VENEER WALL RE: STRUCTURAL, TYP. IDAHO GRANITE- STEPS AND PATH SEE 2'-3' WIDTH. 8 R @ 7.5" EACH. FIELD VERIFY LAYOUT. SEE g 7 6 7F, 7 8 8180 N, 12 FA I NOTES 1. FIELD VERIFY DRIVEWAY DIMENSIONS SO THAT NO PAVERS ARE CUT ALONG THE CASTLETON BLACK SLABS 2, ALL TERRACE BLACK RUNNING' Lie 3. ALL VENEER LANDSCAPE WALLS TO BE CASTLETON BLACK. PATTERN TO MATCH HOME. UNLESS OTHERWISE NOTED. 4. ALL STONE W/ EXPOSED EDGES TO BE 2" THICK (SHADED TYP.). 5. ALL VERTICAL VENEER SURFACES TO MATCH HOUSE SEE EXCEPTIONS AT POND AND SP . PROVIDE SHOP DRAWINGS FOR REVIEW. 6. RE: CIVIL PLANS FOR ALL DRAINAGE, PIPING, AND FINAL GRADING. 7. RE: STRUCTURAL PLANS FOR FINAL SPOT ELEVATIONS AT STRUCTURAL ELEMENTS. REPORT ANY DICREPANCIES TO L. A. JA _111MA I � - "I- - N -V,*.- DRAVEWAY REVISON DESCRIPTION: Widen driveway apron REViFAI STAFF APPROVAi- Scale. 1"= IW-W INITIATED BY. KATHYAALTO Dayton Residence ISSUED TO: MIT04 STURDE Lot 0, Block 2, nail Village First fifing Land Dasipu by Eidson ISSUED BY- KATHYA4LTO Post Office Ux 2134 ISSUE DATE: 9129109 344 Beaver Dam Road, Vail, Colorado E2& Colorado 81631 ATTACHMENTS: SEE ABOVE A-9 calsmicnou VAM- �) Q (6 ( 0:5 CASTLETON BLACK VENEER STEPS 3 RISERS @ 7" EACH 8 6 VENEER AT POND SEE (P POND, SEE SHEET L2.3 & L2.4 CONCRETE LEDGE SEE (& COPING STONE AT SPA SEE( 2.2 ),(g) SPA, SEE SHEET L2.2 \,88 WATER FEATURE, SEE SHEET L2.4 - �—BLOCKOUT AT WATER FEATURE ORGIN SEE ( �4 ),(�,) NATIVE STONE PATH AND STEPS. 2'-3' WIDTH. 13 R @ 7.5" EA. (+/—) FIELD FIT INTO GRADE. FILL TO AVOID ROOT ZONE AS POSSIBLE. STACK MAX. 3 RISERS TOGETHER W/ 3' LANDING MIN. BETWEEN STEPS. SEE (& 2' SWALE AVG (18" OF WIDTH IS STONE 6" AS FIRE PIT CONTROL PANEL DGE OF TERRACE SEE @ 11 a 6 N—AT-01 = IN WSJ N W21 I = I MR 0 W I I to] 14 1 p.9703X6M fX03MM 1 nf-@UDbyf— C 1-x V t Li 0 co OD r4 E C x 0 0 0 0 co Lo C> q! co 0 0 0 Iz! 00 0 rq C �2 L • ------------ -4 . L 5S 8210-, 601L 5.0' , 12 , ------------- - - ---- j 8210 FA I NOTES 1. FIELD VERIFY DRIVEWAY DIMENSIONS SO THAT NO PAVERS ARE CUT ALONG THE CASTLETON BLACK SLABS 2, ALL TERRACE BLACK RUNNING' Lie 3. ALL VENEER LANDSCAPE WALLS TO BE CASTLETON BLACK. PATTERN TO MATCH HOME. UNLESS OTHERWISE NOTED. 4. ALL STONE W/ EXPOSED EDGES TO BE 2" THICK (SHADED TYP.). 5. ALL VERTICAL VENEER SURFACES TO MATCH HOUSE SEE EXCEPTIONS AT POND AND SP . PROVIDE SHOP DRAWINGS FOR REVIEW. 6. RE: CIVIL PLANS FOR ALL DRAINAGE, PIPING, AND FINAL GRADING. 7. RE: STRUCTURAL PLANS FOR FINAL SPOT ELEVATIONS AT STRUCTURAL ELEMENTS. REPORT ANY DICREPANCIES TO L. A. JA _111MA I � - "I- - N -V,*.- DRAVEWAY REVISON DESCRIPTION: Widen driveway apron REViFAI STAFF APPROVAi- Scale. 1"= IW-W INITIATED BY. KATHYAALTO Dayton Residence ISSUED TO: MIT04 STURDE Lot 0, Block 2, nail Village First fifing Land Dasipu by Eidson ISSUED BY- KATHYA4LTO Post Office Ux 2134 ISSUE DATE: 9129109 344 Beaver Dam Road, Vail, Colorado E2& Colorado 81631 ATTACHMENTS: SEE ABOVE A-9 calsmicnou VAM- �) Q (6 ( 0:5 CASTLETON BLACK VENEER STEPS 3 RISERS @ 7" EACH 8 6 VENEER AT POND SEE (P POND, SEE SHEET L2.3 & L2.4 CONCRETE LEDGE SEE (& COPING STONE AT SPA SEE( 2.2 ),(g) SPA, SEE SHEET L2.2 \,88 WATER FEATURE, SEE SHEET L2.4 - �—BLOCKOUT AT WATER FEATURE ORGIN SEE ( �4 ),(�,) NATIVE STONE PATH AND STEPS. 2'-3' WIDTH. 13 R @ 7.5" EA. (+/—) FIELD FIT INTO GRADE. FILL TO AVOID ROOT ZONE AS POSSIBLE. STACK MAX. 3 RISERS TOGETHER W/ 3' LANDING MIN. BETWEEN STEPS. SEE (& 2' SWALE AVG (18" OF WIDTH IS STONE 6" AS FIRE PIT CONTROL PANEL DGE OF TERRACE SEE @ 11 a 6 N—AT-01 = IN WSJ N W21 I = I MR 0 W I I to] 14 1 p.9703X6M fX03MM 1 nf-@UDbyf— C 1-x V t Li 0 co OD r4 E C x 0 0 0 0 co Lo C> q! co 0 0 0 Iz! 00 0 rq C �2 Date: 22 Jun 2007 For Permit MAMMUM 20.Nov.2007 Layout and Materials I Scale: I" = 10'-0 Sheet: I Lln3 • • Date: 22 Jun 2007 For Permit MAMMUM 20.Nov.2007 Layout and Materials I Scale: I" = 10'-0 Sheet: I Lln3 I 1 1/4" Stone Al + /— 15" L-101 Section at Front Path 7 - COMPACTED SUBGRADE NATIVE STONE APPROX 8"-12" x 15"-24". HAND SELECT BY LA. SET INTO GRADE Scale. 1`1 0" 4"x4" (+/—) IRREGULAR SHAPE NATIVE STONE COBBLE PATH AND TREADS W/ PLANTED JOINTS. USE COBBLE AT APPROX 60% OF PATH. PLANT JOINTS WITH MOSS. NATIVE STONE, MIX SIZES TO ALLOW FOR SNOWMELT BEHIND. IMPERFECT OS OK. PLACE FOR FILL AT ROOT ZONE, DO NOT MT INTO (--IPAr)17 - 2 L 2.1 It __ - s.,. 1 1 Section at Snowmelted Path 1 )1 ) - 0)� Scale. 2 — 1 0 co 0, E - a 0 . Ca Lu C 0 0 C> 0 a 0 0 r11 L; Date: 22 Jun 2007 1 For Permit Revised: 26.June.2007 I �1W mmziMl Scale: 1`1' NWM 2" THICK 2'X.3' CASTLETON BLACK SLABS PATTERN PER PLAN . 3A" THICK •• VESTONE HOLLAND PAVERS PEWTER COLOR. CONFIRM W/ LA PRIOR TO ORDER. PATTERN PER PLAN Section at Drivewav Scale: 1`1'-0" ------MIX NATURAL RIVER ROCK STONE SIZES: MAJORITY: 1-2" OCCASIONAL: 4-8" Q ,NG (BOTH SIDES) 111� Section at Structural Wa Section at Cobble Swale .4 Scale. 1"_1'_0" 2" THICK 2'X3' CASTLETON BLACK SLAB PATTERN PER PLAN 2'x2' WAUSAU TILE 2" THICK 'TYPE 1 EA 3079' PAVER PATTERN PER PLAN 'A -------MORTAR THICK CONCRETE SLAB 5" MIN. COMPACTED GRAVEL COMPACTED SUBGRADE FILTER FABRIC 'MIRAFI' OR EQUAL NOTE: SNOWMELT ENTIRE DRIVE Scale: 1"_1'_0" 4. - 7 ECTANGULAR FIRE RING AND BURNER PA ASSEMBELY. SIZE AND INSTALL RING T ALLOW FOR MIN. 6" CLEARANCE FROM FLAME TOO ALL SIDES. VERIFY DISTANCE WITH OWNER. USE 2 RING BURNER. TOP OF CMU WALL BEYOND--- 3" DEEP BLACK 'FIRE GLASS' AVAILABLE • FROM FIRE ON GLASS: 888.810.3473. PROVIDE SAMPLE FOR OWNER APPROVAL ALLOW FOR FREE STANDING VENEER­--------� ABOVE CMU ALONG 2 OUTSIDE EDGES OF TERRACE. USE TO CONCEAL FIRE • STONE THROUGHOUT ENTIRE ENCLOSURE LOCATE FIRE PIT CONTROLS ON SOUTH FACING WALL WEEP HOLE IN CMU FOR DRAINAGE 11• T • 8 Date: 22 Jun 2007 1 For Permit Revised: 26.June.2007 I �1W mmziMl Scale: 1`1' NWM 2" THICK 2'X.3' CASTLETON BLACK SLABS PATTERN PER PLAN . 3A" THICK •• VESTONE HOLLAND PAVERS PEWTER COLOR. CONFIRM W/ LA PRIOR TO ORDER. PATTERN PER PLAN Section at Drivewav Scale: 1`1'-0" ------MIX NATURAL RIVER ROCK STONE SIZES: MAJORITY: 1-2" OCCASIONAL: 4-8" Q ,NG (BOTH SIDES) 111� Section at Structural Wa Section at Cobble Swale .4 Scale. 1"_1'_0" 2" THICK 2'X3' CASTLETON BLACK SLAB PATTERN PER PLAN 2'x2' WAUSAU TILE 2" THICK 'TYPE 1 EA 3079' PAVER PATTERN PER PLAN 'A -------MORTAR THICK CONCRETE SLAB 5" MIN. COMPACTED GRAVEL COMPACTED SUBGRADE FILTER FABRIC 'MIRAFI' OR EQUAL NOTE: SNOWMELT ENTIRE DRIVE Scale: 1"_1'_0" 4. - 7 ECTANGULAR FIRE RING AND BURNER PA ASSEMBELY. SIZE AND INSTALL RING T ALLOW FOR MIN. 6" CLEARANCE FROM FLAME TOO ALL SIDES. VERIFY DISTANCE WITH OWNER. USE 2 RING BURNER. TOP OF CMU WALL BEYOND--- 3" DEEP BLACK 'FIRE GLASS' AVAILABLE FROM FIRE ON GLASS: 888.810.3473. PROVIDE SAMPLE FOR OWNER APPROVAL ALLOW FOR FREE STANDING VENEER­--------� ABOVE CMU ALONG 2 OUTSIDE EDGES OF TERRACE. USE TO CONCEAL FIRE PAN. - ALIGN TOP OF VERTICAL VENEER STONE THROUGHOUT ENTIRE ENCLOSURE LOCATE FIRE PIT CONTROLS ON SOUTH FACING WALL WEEP HOLE IN CMU FOR DRAINAGE T 8 GRADE BEAM ON HELICAL PIERS� RE: STRUCTURAL FILL VOID SPACE W/ GRAVEL #NCRETE SLAB RE: STRUCTURAL JPPLY LINE BY OTHEI•S a f�i�� � - i Section f STONE OVERHANG TYP. 04 4 •. : . CASTLETON BLACK VENEER STONE TO MATCH HOUSE . Scale. V-0 2 - Uj 0 Z 0 _j _j LLJ z (10 2j" STONE ALLOWANCE I" STONE OVERHANG TYP: 2" THICK STONE AT TERRACE EDGE TYP. 1j" STONE INTERIOR. THICKEN MORTAR TO ALLOW FOR LEVEL TOP SURFACE CONCRETE SLAB AND SUBGRADE RE: STRUCTURAL Typical section at Terrace Edge r i1 20.Nov.2007 I Scale: Varies ISheet: L2n 1 — Ile Variesisee Auctural CUNITE SERVES AS STRUCTURAL WALL AT POND. Section Enlarged 1. R E: STRUCTU P LAN S O S POT ! REPOR , DIC T O L. 2. S P A CO N T R ACT OR T PRO ,r D . R EVIEW A ND A SKIMME (INCLUDING LIGHTING, DETA CONTR 3. PLA BLA • i SUN STONE O A PPR OVED SU PRO VI D E SAM ■ O WNE R A PPROVA L. 1 A LL STONE AT S PA T B E ABS BLACK G RANITE ! FINISH T I MATCH CASTLETON "r` r i ! SAM 7 5, ALL JETS, DRAINS, ETC. ARE TO BE BLACK. ii. SPA CONT PR OVIDE R O PT I O NAL *r _I Scale: 1 1 -0" Section ATCR FCATURC CHANNEL DEYOND L�$ TOC BEYOND 87.87 N TOP OF TERRACE 87.92' O u'87i7' ••i i i• a . i � i a•• k a l e: .I = _I ------ u a � � i � i ♦ i • ♦ � a II i i � • � \ •• ♦a` III II TOC RE: STRUCTURAL RE: STRUCTURAL TYP. S cale: I" LINER ELEV. AT SEEPAGE CHANNEL 85.3' 3 L 23 )ND 0 co C> I-1q WATER LEVEL 85' W ; co CA 1q" ; � 00 0, rn iv E CO 0 W .2 0 0 L) 00 0 uS 4, 0 -- ' 1 7E LTER FABRIC 'MIRAFI OR TYP. NER BEYOND CHANNEL -EVATION 85.3' VER COBBLE 3"-6" Section at Seepage Channe Scale. V" - -0 ? BOULDER BEYOND --OVERFLOW STONE, CHOOSE FOR FLAT TOP FACE. USE COBBLE/GRAVEL AS NECESSARY TO COVER LINER. F.G. BEYOND 85.6' LINER ELEV. AT OVERFLOW 85.' X FILTER FABRIC 'MIRAFI' OR EQ. TYP. —LINER BEYOND OVERFLOW ELEVATION 85.3' RIVER COBBLE 3"-6" Section at Secondary Pond Overflow 2.3 Scale: 1`-1'-0 OVERFLOW STONE, CHOOSE FOR FLAT TOP FACE -------BOULDER BEYOND LINER ELEV. AT f All-F.G. 85.6' OVERFLOW 85.1' LINER ELEV. 85.3' WATER LEVEL 85' EPDM POND LINER 5 '� Elevation at Secondary Pond Overflow L 2,3) Scale: 1"_V-0 • Date: 22 Jun 2007 For _ I Revised: 26.June.2007 3MMETIM 0 C 0 PUMP 0 0 -------- x8"BLOCKOUT 0 C> 0" nIC(NU A I'C* --------- ----------------- r-Lr-VM I IUNO't. I/ LINE 00 Pumps 0 � k ip O N — MASONRY' A LL I PPTHPNI ( LAYER ...- -- - ^"'_' -^°' -® °'_. --- i� \ t / ,man. POND OVER 84 9 it RYWALL @ X FILING (Typ."'LL LINE " x3" BLOCKOUT LEVATION 84.17 LW 00 • (z) 0 AUTO FILL A _x x" 4 • 7 & 4 • Date: 22 Jun 2007 For _ I Revised: 26.June.2007 3MMETIM 0 C 0 PUMP 0 0 -------- x8"BLOCKOUT 0 C> 0" nIC(NU A I'C* --------- ----------------- r-Lr-VM I IUNO't. I/ LINE 00 Pumps 0 � k ip O N — MASONRY' A LL I PPTHPNI ( LAYER ...- -- - ^"'_' -^°' -® °'_. --- i� \ t / ,man. POND OVER 84 9 it RYWALL @ X FILING (Typ."'LL LINE " x3" BLOCKOUT LEVATION 84.17 LW 00 0 (z) 0 AUTO FILL A _x x" �—,YxY BLOCKOUT ELEVATION 84.17 LEAD TO DAYLIGHT r��r , \ / IN WETLANDS EDGE OF LINER ELEVATIOf,85.3 4� 5 L 213 L 2 7 7 �7 7 7, 7777 �\ X aM STANDPIPE OV SEE 7 L 23 x POND WATER LEVEL ELEVATION 85' x­/ - V x" S "LE) SOR BLOCKOL) SE E _x x \Z1 /, 2 3 I­LAI?KLC;&N E z �K SE L 2.4 L4 $El PAGE CHANNEL, S EE 3 L 2,3 DISCHARVE BLOCKOUT IN SLA' P SEE 3 ! 4 Scale 4 12"-24" (+/—) NOTES 1. RE: STRUCTURAL PLANS FOR FINAL SPOT ELEVATIONS. REPORT ANY DICREPANCIES TO L.A. 2. ALL STONE AT POND IS NATIVE RIVER—TYPE STONE. 3. STOCKPILE AND USE ALL WETLANDS TOPSOIL COLLECTED AT EXISTING POND AND/OR AT EXPANDED POND EDGE. USE NATIVE WETLANDS TOPSOIL FIRST TO CREATE LITTORAL SHELF, USED SECONDARILY IN POND. 4. TOPSOIL AT BOTTOM OF POND IS ONLY ACCEPTABLE AS COLLECTED FROM ON—SITE. SUBSTITUTE CLAY FINES FOR TOPSOIL AT BOTTOM OF POND AS NEEDED. SOIL BEYOND TAPERS INTO LITTORAL SHELF _�IMII a USE 1 TON STONE AT 8" (+/—) RANDOMLY FOR INTEREST AT BOTTOM OF POND (PER WETLANDS PERMIT) 12" (+/—) BOULDERS TO HOLD TOPSOIL AT LITTORAL SHELF CONCEAL AND/OR REVEAL TOP • B# r- RANDOMLY TO AVOID A "RINGED" POND. END LINER 3" ABOVE WATERLINE TYP. CREATE SHELF FOR AQUATIC PLANTING W/ COMPACTED SUBGRADE EPDM LINER W/ 8 OZ. GEOTEXTILE AT BOTH SIDES. USE DBL LAYER BELOW ALL BOULDERS AND GRADE TRANSITIONS. `_� Section at Littoral Shelf 777F, Scale: 1 " — 1'— 0 )) INVERT ELEVATION 85.0 8" DIA. PRE—INSULATED PVC PIPE LEAD TO DAYLIGHT MIL. EPDM LINER WITH 8 OZ GEOTEXTILE AT BOTH SIDES MAI a I W I " 7i IL -7- �_!, 7j!_-P-5 l_ _`I L L _ Scale: 2 1 >' -- - 1 ) )) 28.Nov.2007 TOV Submittal Pond Layout and Details Scale: Varies Sheet: 2x3 AUTO FILL INVERT ELEVATION 85' 7 2" DISCHARGE LINE IN A 4" SLEEVE AVOID FITTING POSSIBLE. SOI LINE CONTINU BELOW CANTILEVER TO CONCEAL TRANSITION OF POND LINER AT TACK STRIP. —0 - V x" S "LE) SOR BLOCKOL) SE E _x x \Z1 /, 2 3 I­LAI?KLC;&N E z �K SE L 2.4 L4 $El PAGE CHANNEL, S EE 3 L 2,3 DISCHARVE BLOCKOUT IN SLA' P SEE 3 ! 4 Scale 4 12"-24" (+/—) NOTES 1. RE: STRUCTURAL PLANS FOR FINAL SPOT ELEVATIONS. REPORT ANY DICREPANCIES TO L.A. 2. ALL STONE AT POND IS NATIVE RIVER—TYPE STONE. 3. STOCKPILE AND USE ALL WETLANDS TOPSOIL COLLECTED AT EXISTING POND AND/OR AT EXPANDED POND EDGE. USE NATIVE WETLANDS TOPSOIL FIRST TO CREATE LITTORAL SHELF, USED SECONDARILY IN POND. 4. TOPSOIL AT BOTTOM OF POND IS ONLY ACCEPTABLE AS COLLECTED FROM ON—SITE. SUBSTITUTE CLAY FINES FOR TOPSOIL AT BOTTOM OF POND AS NEEDED. SOIL BEYOND TAPERS INTO LITTORAL SHELF _�IMII a USE 1 TON STONE AT 8" (+/—) RANDOMLY FOR INTEREST AT BOTTOM OF POND (PER WETLANDS PERMIT) 12" (+/—) BOULDERS TO HOLD TOPSOIL AT LITTORAL SHELF CONCEAL AND/OR REVEAL TOP • B# r- RANDOMLY TO AVOID A "RINGED" POND. END LINER 3" ABOVE WATERLINE TYP. CREATE SHELF FOR AQUATIC PLANTING W/ COMPACTED SUBGRADE EPDM LINER W/ 8 OZ. GEOTEXTILE AT BOTH SIDES. USE DBL LAYER BELOW ALL BOULDERS AND GRADE TRANSITIONS. `_� Section at Littoral Shelf 777F, Scale: 1 " — 1'— 0 )) INVERT ELEVATION 85.0 8" DIA. PRE—INSULATED PVC PIPE LEAD TO DAYLIGHT MIL. EPDM LINER WITH 8 OZ GEOTEXTILE AT BOTH SIDES MAI a I W I " 7i IL -7- �_!, 7j!_-P-5 l_ _`I L L _ Scale: 2 1 >' -- - 1 ) )) 28.Nov.2007 TOV Submittal Pond Layout and Details Scale: Varies Sheet: 2x3 OCCASIONAL BOULDERS AT BOTTOM OF POND. PROVIDE FOR BOULDERS AT APPROX. 20% OF POND SURFACE. BOULDER SIZE TO BE 12" HT. x 12" x 24" 12" HT x 24" x24" HAYWARD INDUSTRIAL 2" PRESSURE RELIEF VALVE W/ LOW PRESSURE SPRINGS AVAIL. FROM HAYWARD FLOW CONTROL 800 - 548 -7666 1, WATER LINE 85.0' i I E T M!" Y DISCHARGE TEE W/ SCREENS —1 t— a..-. � A # A • A • • r ! 11 MV 1 0 J ONWHOWTUMINK01 • • CO 4' -0" 01A. Section of Pond at Cantilevered Deck 'FIN TOT 86.17' 11 L-- --P OND BOTTOM AT (� CANTILEVER -� SLAB 83.67' USE BOULDERS TO MAXIMIZE POND DEPTH FILTER FABRIC 'MIRAFI' OR EQUAL EPDM LINER W/ 8 OZ. GEOTEXTILE AT BOTH SIDES. USE DBL LAYER BELOW ALL BOULDERS AND GRADE TRANSITIONS. INTAKE TEE W/ SCREENS FILTER FABRIC 'MIRAFI' OR EQUAL. CONT. AT INTERFACE BETWEEN MATERIALS Scale. �) �� -0 " 2' -6" 0 9'-- " FIELD VERIFY PRIOR To MANUFACTURE ROLLED SIDE EDGE AT CHANNEL EXT. APPROX ? J" H T. " ROLLED EDGE r r r � r CONTINUOUS BRUSHED STAINLESS STEEL CHANNEL ry d y `n C � , RE STRUCTURAL, TYP TER, RE STRUCTURAL, TYP. CMU WATER FEATURE CHANNEL #4 REBAR DOWELS AT 16" O.C. BEGINNING 4" CLEAR FROM FRONT EDGE HALF INCH STONE OVERHANG-, CONTINUOUS BRUSHED STAINLESS STEEL CHANNEL LINER BLOCK TO HOLD UP LINER VENEER TO MATCH HOUSE-+ - VENEER STONE, VERTICAL ----> 2'x3' SLABS TOC 87.0' SPA BEYOND SEE SHEET L2.2 i F . r Elevation at Water Feature Channel NON– COROSSIVE CHANNEL TO TACK LINER TO TOP OF WALL PRIOR TO POURING SLAB ��-- - -- -- . .4 0 e m1 4 0 4 4. i CONCRETE BLOCK TO HOLD UP CHANNEL BOTTOM OF SLAB BEYOND 2" DISCHARGE LINE S cale : Y_V-0 Tnn nc CI AM Mr - Vnhln USE SINGLE 2'x3' A B L A CK A • T SP BL C ONCRETE r RE s Elevation at Wate Feature Discharge Blockout Scale: 1" -WATER FEATURE CHANNEL BEYOND -LEVEL SENSOR BLOCKOUT IN TOP OF STONE 87.92' SEMBLY VENEER INIMIZE VISIBILITY OF LEVEL SENSOR FROM PATH Level Sensor Bloclout Scale: > _ 0 " rsss1 Elevation at Water Feature Channel NON– COROSSIVE CHANNEL TO TACK LINER TO TOP OF WALL PRIOR TO POURING SLAB ��-- - -- -- . .4 0 e m1 4 0 4 4. i CONCRETE BLOCK TO HOLD UP CHANNEL BOTTOM OF SLAB BEYOND 2" DISCHARGE LINE S cale : Y_V-0 Tnn nc CI AM Mr - Vnhln USE SINGLE 2'x3' A B L A CK A • T SP BL C ONCRETE r RE s Elevation at Wate Feature Discharge Blockout Scale: 1" -WATER FEATURE CHANNEL BEYOND -LEVEL SENSOR BLOCKOUT IN TOP OF STONE 87.92' SEMBLY VENEER INIMIZE VISIBILITY OF LEVEL SENSOR FROM PATH Level Sensor Bloclout Scale: > _ 0 " rsss1 7 | R IM 3 | Cl 1 | PV 1 | P 8 1 R 8 | R 4|P IM \ 7�~~ / 7D � X. y+~ 11 PP NV lDO PLATN PATH W/ TV 0.4724 ACRES 11 +) 4. SHELF PLANTED WITH AQUATIC PLANTS 3N 10 1 SID 10 1 PO L-4 I PIP PACE PLANTS ALONG PATH TO ALLOW 2' Al MIN. WIDTH OF UNPLANTED BARK MULCH. 4 | R(} 3 { U PLATN PATH RR|MARILYkJOSSES 10 | RD | RR I RR MIX: 6 | SO Lot Size: 20,580 sq. ft. Building Footpring 3858 sq. ft. 18`8% Hordsoope Area 3959 sq. ft. 19.2% Lonacope Area 12705 sq. /t. 62.0% PLANT [}|�N� ||�T � �—/`� / l ������`� � QUANITY SYMBOL SCIENTIFIC NAME QQML40N NAME SIZEZSP-ACING 11 PP Picea pungens Colorado Spruce Clump �W[�U[��� ��� ' � � �� �� �� 3 BG Betu|o glondulosa Resin Birch #5 @ 3.5' uc 11 Cl Curnum isonti Redumier Dogwood 4` B&B 05' uc 1 CD Crotoeguo doug}oaii Douglas Hawthorne 6' B&8 Clump 26 L| Lun|ueru inwducroto Tw|nberry Honeysuckle #5 @ 4 o.c 14 PO Phymouurpuo opu|/folius ^Nonus' Dwarf Ninebork #5 0 3 o.c 10 PV Prunus virg}n}ono Chokecherry 5` B&B 06' o.c. 16 RR R\bea eylvaatra `Red Lake' Red Lake Currant #5 0J` o.c 5 RYY Romo woodoi/ #budo Rase #5 KP 3' ox 33 RD Rubus deUciomus Boulder Raspberry #5 03` ox 30 R0 Rubuo odormtue Purple Flowering Raspberry #5 &3' n.c 5 SN SoUx purpureo 'Nano' Dwarf Arctic YYU|ow #5 @ 5' u.o 13 SP Sonobuoum pubone Red—Berried Elder #5 @ 5' o.o 34 s0 Symphoricorpom oreoph8ua Mountain Suuwberry #5 @3' o.c 1495 sq. ft. Assorted Perennials 157 sq. ft Littoral Shelf/Constructed Wetlands Nojg% 1. See planting recommendations per wmUon4 consultant for plantings at |ittorol shelf 2 Sae LA for character of perennial planting 3. Perennial planting includes about 70 sq. ft. for p|omU^go in river ruck o*o|e. � co _ rq �w � LU EFE Q) � �a Date: 22 Jun 2007 For Permit Revised: 26.June.2007 17.Aug. 2007 28. Nov. 2007 Planting Plan Sheet: L3n 1 all Date: 22 Jun 2007 For Permit Revised: 26.June.2007 17.Aug. 2007 28. Nov. 2007 Planting Plan Sheet: L3n 1 !� IRRIGATION LEGEND ffffe Igo POP—UP SPRAY SPRINKLER: RAIN BIRD 1804 (LAWN) or 1812 (PERENNIAL) PRESSURE: 30 PSI RADIUS: 5 FEET FLOW (GPM): Q 0.10 H — 0.20 F — 0. 41 z!� POP—UP SPRAY SPRINKLER: RAIN BIRD 1804 (LAWN) or 1812 (PERENNIAL) PRESSURE: 30 PSI RADIUS: 8 FEET FLOW (GPM): Q — 0.26 H — 0).52 F — 1.04 RAINBIRD CONTROL VALVE: EFB—CP—PRS, SIZE AS NOTED W1 SPEARS TRUE UNION THREADED BALL VALVE (PLASTIC) Adr A DRIP CONTROL VALVE ASSEMBLY: RAINBIRD XCZ-100 COM CLASS 200 PVC MAINLINE, 2" SIZE SPRINKLER LATERAL PIPE: CLASS 200 PVC BE, SIZE AS NOTED (1—INCH SIZE UNLESS OTHERWISE INDICATED) EMITTER LATERAL PIPE: UV RADIATION RESISTANT POLYETHYLENE, 3/4" SIZE (ROUTING IS DIAGRAMMATIC) UNCONNECTED PIPE CROSSING RRIGATION NOTES 1. Irrigation system designed for a static pressure of 70 psi. Verify pressure PRIOR TO INSTALLATION and notify Landscape Architect of any differences. Design pressure at heads to be as noted in legend. Adjust pressure at valves. 2. No irrigation work to begin until final grade has been approved. 3. Locate all spray heads 12" min. from any wall, walk, curb, or building and 18" min. from any curb adjacent to parking stalls. 4. Bury all mainlines 24" underground from invert of pipe. Bury all laterals 18" underground from invert of pipe. Bury all drip line 2"-4" underground. 5. Parallel piping shall be installed in a single trench where possible, do not stock pipes. Pipes in shared trenches to be 4" minimum apart. 6. Brand all appropriate box lids with 1" minimum letters with the following abbreviations: GV Gate Valve QC Quick Coupler SV# Section Valve & Corresponding Controller Station # MCV Master Control Valve 7. All mainline and lateral pipe under pavement to be sleeved in 4" minimum PVC class 200 -pipe and extended 24" beyond each edge of pavement, sloped to drain. install at 18" depth prior to paving. Sleeve drip lines in 2" min. pipe. Sleeve wires separately in 2" min. pipe, 8. Provide I extra ground wire (white) and 6 extra positive wires (black) to lost valve or around loop for possible repair and/or additional irrigation, per specifications. All valve wire is to be 14 gouge. Wire runs more than 1000' to be 12 gouge. Provide 3' valve wire loop every 100'. Color code all valve wires different colors, if possible. 9. Heads are diagrammatic. Contractor to select and install correct arcs as needed for part circle heads. Adjust radii and arc as necessary for no oversproy/backwash onto adjacent buildings, walls, or fences. 10. Electric power to the controller is supplied by contractor. 11. Field locate 1" manual drain valves at the low points of the site not further than 350 feet apart. Provide 2 cubic Feet of gravel sump at each valve. Access through collapsible sleeve with locking cap. 12. Install Rainbird drip emitters at plant material as described below: Ground Cover XB-05 1 ea. 1 gallon material XB-05 1 ea. 5 gallon material XB-05 2 ea. Deciduous Trees (1-1/2"-2" CAL.) XB-10 3 ea. Deciduous Trees (3"-4" CAL.) XB-10 4 ea. Pine Trees (6'-10') XB-10 2 ea. Pine Trees (11'-14') XB-10 3 ea. CONNECT WATER I GAS LINE TO STREET, FIELD VERIFY FOR 8176.7 EXACT L0CA1no* 4' WIDE UNHEATED � --- - CONCRETE PAN 76 SIL 74 Cj . 77? CMp INV 8117tV iraqp-t 76 THE EXISTING CULVERT INLET TO BE CLEANED AND RECONSTRUCTED IF NECESSARY/ DRIVEWAY LAYOUT B LANDSCAPE ARCHITECT RCIE-1/ Lo 1:4 EXISTING TREES AT THE DRIVEWAY ENTRANCE MUST BE TRIMMED TO 7 FEET ABOVE GRADE TO MEET THE MINIMUM SITE DISTANCE REQUIREMENTS. SEPARATE ZONE FOR HEATED DRIVE IN RIGHT OF WAY EX. CMP BE A INV 8170.5 V E { � DAM SEWER MANHOLE E LEANI WAY 0 SITE DISTANCE Tf EMOVED % SILT FENCE LINE OF WET NDS� s STOR. 76 209 SQ. Fr. 76 LINE OF DISTURBANCE 78 78 78 % K Y .......... 82 L 6, � L - T� <J i•' 71 7/7 0 T 8180 C) o + - 7 - LINE OF WETLAND 84- , -- T b-- UNE OF WETLANDS-- -4, tr i i�l I Vo =-N - 1 7, UTI Y L E EMENT 82 --u-4 7 i A t .._. - i h- 0.0' 9xll� gi" A 86� - -ARKJNG R iii, , -4 X. ------------ -- j" --- -- ------------ T-' J 1, t -4. 84 +�! � EiCtT1tkAl' .t ^��"' _ `. ^.+_ .... E� ,i' 1 �,. 4 r ., _ " """'. � rf r � / / i /' f V 2 NE 0 A001 ` YP �11#5 NOS MH Pump 0 0 r ,,, I � I I ---- % �- 'i PA 1A F .9 gx 181 t ° LOT 9 TARKING SILT FENCE 7 7��111 X, t", q; LINE OF DISTURBANCE i ' �'' �S1LL` C1 ��' POND WA [J�R LEVEL EL =8185, 0 h 86 92---- NE OF WETLANDS W-1 W-1 vv POND AND SURROUNDING GRADING w TO BE DESIGNED BY LAND DESIGNS 2" WI DE BARK LINE Of DISTURBANCE N i BY ELLISON & CO. MULCH PATH EDGE Of POND CD MAINTAINED FOR 94 EMERGENCY ACCESS t 86. .04 - co FIN. Toc 0 L OT 19 EXISTING UTILITIES FIELD 85.92 VERIFY FOR EXALT LOCATION 88.0 TOC 187.67* TOS 81.0 Toc 8 0 BLOCK 7 96 58 VAIL VILLAGE BOW=92- 0. FIRST FILING Tow=93 MAIN LEVEL DEC ABOVE BOW=92:-3�'� __,_ TO PLYWD. ELEV. 8198.5' (/ J 1 , TOW=96 -6 � _ FIN. +'�: f ,' 7 . __- 88. 1 7 98 1-31, LOT 10 BOW=92 TOW=98' --0.4724 ACRES 344 8190 WSILL (2) LINE OF DtSTURBANCE BOW=8192 -3 �'`� J TOW=8198'-3"-- HEATED PATH 2 A001 SEE L1.3 FOR Zl� L LAYOUT 8204.1 MAIN LEVEL DECK 0 .5' -96 FIN. TO PLYWD. ELEV, 8198 4- 95 8. + 8204,8 03.0' + FIN. HP= 8202.5' - X 8.95 gp 01.5 (3200 ELECTRIC TRANSFO 8210^x UTILITY -:-Z- A�MENT . . . . . . . . . . . 7 g 5.0 Lo k 12 UNE OF DISTURBANCE ALUM, CAP L.S. # ILLEGIBLE A FND. PIN & N 83-1 2'55" W 115. 8210 I OT 1 i L HO 0 7. PEDESTA 1:10 02 04 a LOT 18 2x2 VERTICAL T.S. S 12" HORIZONTAL T.S. 12"OC tL ! 1 h RETAINING WALL RE: STRUCT. U SHIP'S LADDER @ RETAINING WALL ALLOWED: 4116 SQ. FT. PROPOSED: 4097 SQ. FT. SNOW STORAGE 10% OF PARKING - HEATED DRIVEWAY / PARKING 2083 SQ. FT. 209 SO. FT. SNOW STORAGE REQUIRED 209 SQ. FT. SNOW STORAGE PROVIDED PARKING 3 - SURFACE 9x1 cp% Co. 2 - ENCLOSED 9x1 5 - TOTAL PARKING SPACES FLOOR ELEVATIONS 8183.50' T.O.SLAB GARAGE 8188.00 T.O.PLY. SLAB LOWER LEVEL (EAST SIDE) 8189.31 T. 0. P LY. SLAB LOWER LEVEL (WEST SIDE) 8191.25 T. 0. P LY. ENTRY 8198.92 T.O.PLY. MAIN LEVEL (EAST SIDE) 8200.50' T.O.PLY. MAIN LEVEL (WEST SIDE) 8208.65' T.O.PLY. UPPER LEVEL ROOF HEIGHT ELEVATIONS T 8213.00' T.O.PARAPET (FLAT ROOF) 8212.00' T.O.PLYWD / JOIST "12 8212,00' T.O.PARAPET (FLAT ROOF) 8210.00' T.O.PLYWD / JOIST 3 8212.25' T.O.PARAPET (FLAT ROOF) 8 21 7' T.O.PLYWD / JOIST -A 8 21 5.9 2' T.O.PARAPET (FLAT ROOF) 8 21 3.9 2' T.O.PLYWD / JOIST 0 8221.00' T.O.PARAPET (FLAT ROOF) 82 y T. 0. LYWD S 8 6.30' T. C IMNEY CAP 8223.20' T.O.CHIMNEY A 'A LJLJ LiLij cp% Co. r- t..o 1= 9= ov. Lj6j :M 1 .0 IN P R O J E C T : 2519 D RAW N BY: MA D A T E : 05.30.06 R E V I S 1 N S 09-19,06 PERMIT 10.10.06 LJLJ LiLij Irw LAw 1= 9= ov. Lj6j :M IN P R O J E C T : 2519 D RAW N BY: MA D A T E : 05.30.06 R E V I S 1 N S 09-19,06 PERMIT 10.10.06 02.08.07 02.22.07 PERMIT 6.14.07 PERMIT Kt:V 0.1 /.U/ PERMIT REV 9.07.07 11.28.07 PROPOSED SITE PLAN 76 76 78 8 78 PIZ!; �l 7 -AGE JNG LU :* t4 cc ak Qx, CD • A:z PIZ!; �l 7 -AGE JNG .. 0 2519 D R A W H 8 Y MA D A T E : 09-18-06 PERMIT 10.10.96 PERMIT 6.14.07 NW al 1: 10 A NMI 8176.7 EX. CMP R)'7 A 4m ak .. 0 2519 D R A W H 8 Y MA D A T E : 09-18-06 PERMIT 10.10.96 PERMIT 6.14.07 NW al 1: 10 A NMI 8176.7 EX. CMP R)'7 A 817&7 X__ 76 — 74 CMF INV 81 76 84 ,7 8210", FND. PIN ALUM. CAP I_.& # ILLEGIBLE UPLIGR fOR ADDRESS MARRED, CONCEAL WITH LANDSCAPE, LOCATION PER LANDSCAPE LOT 1 TELEVISION RISER 12 ____ III 86 MM co 0 LOT 19 cn 88 BLOCK 7 VAIL VILLAGE FIRST FILING L 18 EXTERIOR LIGMTING 11 — 0 WALL SCONCE (UP/DOWN LIGHT) 8 — • RECESSED CAN 1 ADDRESS MARKER UPLIGHT TOTAL PROPOSED: 20 �20 ALLOWED) PATH LIGHTIING 8 —A. STEP LIGHT (UNDER 18") 7 — * LANDSCAPE LIGHT (UNDER 18") LANDSCAPE — AMP SERVICE 2 _@1 W.P. OUTLET FOR CHRISTMAS LIGHTS le^%k 2 —m W.P. OUTLET FOR CHRISTMAS LIGHTS P R 0 j E C T : 2519 D RAW N B Y: MA D A - 05.30.06 R E V I S 10 PERMIT 10.10.06 PERMIT 6.14.07 11.28.07 I! 82 N_ I ui 0 0 0 b 0 EX. CMP NV 817 EYING TREE LEANING '�"Af)AA4 SITE DISTANCE TO BE RENWD 0 SEWER MANHOLE �7 1:10 co LAMJ rte+ t= L dk c> .j .j CD Oc t V4 P R 0 j E C T : 2519 D RAW N B Y: MA D A - 05.30.06 R E V I S 10 PERMIT 10.10.06 PERMIT 6.14.07 11.28.07 I! 82 N_ I ui 0 0 0 b 0 EX. CMP NV 817 EYING TREE LEANING '�"Af)AA4 SITE DISTANCE TO BE RENWD 0 SEWER MANHOLE �7 1:10 LAMJ CA= C) L dk c> .j .j o f Oc t P R 0 j E C T : 2519 D RAW N B Y: MA D A - 05.30.06 R E V I S 10 PERMIT 10.10.06 PERMIT 6.14.07 11.28.07 I! 82 N_ I ui 0 0 0 b 0 EX. CMP NV 817 EYING TREE LEANING '�"Af)AA4 SITE DISTANCE TO BE RENWD 0 SEWER MANHOLE �7 1:10 $I" W�v FE Q 0 F F7; P WIWI or-lEwme ­777 ///- 1 � X l l Z� 1,/ W/1 M7�7777-7 ; ; % :, . /:. 71/ 177- 1 2 3 4 5 6 WALL AREA: 72 WALL AREA: 37 WALL AREA: Q WALL AREA: 31 WALL AREA: 51 WALL AREA. 73 AREA UGRD- 11 AREA UGRD: 37 AREA UGRD: 6 AREA UGRD: 31 AREA UGRD : 51 AREA UGRD: 73 7 WALL AREA* 162 AREA UGRD. 133 TOTAL WALL AREA: 535 SQ FT TOTAL AREA UGRD: 411 SQ FT % UNDERGROUND: 76% BASEMENT DEDUCTION: 256 SQ FT X .76 194 SQ FT LT , fAl I a] 'I T 1/811 = 11-011 8 WALL AREA. 69 AREA UGRD: 69 mppoqwp—1 rl�7 F.�W�WMZ r., 44 0 Co. rJ ac t.j CS Ld GS R 0 j E (T: 2519 lRAWN BY: MA ► A T E: 05.30.06 REVISIONS: kal 11 wall 1 = 1 a �1 1 'l ow R 0 j E (T: 2519 lRAWN BY: MA ► A T E: 05.30.06 REVISIONS: kal 11 wall 1 = 1 a �1 1 2E zwo Ez C e — C E L l BASEMENT im f 1 T T - orw = iul I .. • II i�� iw • ♦ ♦ a i i 20 i BA SED ON • • ' • HIC SURVEY BY ► w VALLEY SURVEYING 1 i .. -► i l A . 0 TOT A LLOW AB LE • D ♦ • GA . i FT T OTAL •. 8 G Il0• i 7 32 SQ FT A •ii L 31 SQ FT MAIN LEVEL 3 ! FT UPPER LEVEL 40 SQ FT • ii A i • It omm i g - goiguy r • `mamilal Nil I'll, REM F"-�J 0 0 . �cr a •dc ra x ry a r- e � ca ka � 4 w � s z ca h k. ttf PROJECT: 2511 DRAWN BY: MA DATE: 05.30.06 REY P ERMIT 1 i ! !• D RI3 03.26.0 PRICING 05.22 PER ! i fir •ter ism i �M r PROJECT: 2511 DRAWN BY: MA DATE: 05.30.06 REY P ERMIT 1 i ! !• D RI3 03.26.0 PRICING 05.22 PER ! i FT �¢ opi T.0 -SLAB it tt V T SLAB GA RAGE ' 9 L1 83'-6" .O. SLAB O N N 911 MECHANIC, 183'- T.Q. SLAB aij 3 1 00 T.O. SLAB - .0. SLAB 4 $1 91-oill t 9 A ) ( B ) ( c 1 1 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. - -4 - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- r. - - - - -- 40 3 OL 187'-0'! 'FT.O. SLAB Y - LL 0- 187' -8" ,x, 185 ' -11 SLAB T.Q. 'F SLAB --®..,.... -. H I iJ�� I '._'J 7 9 b 38'-10" 91 11I m 2 P R 0 j E C T : 2519 DRAWN BY: MA DA 05.22.07 R E V I S I O N S : PERMIT 06.14.07 CID 08.31.07 I C FLAW LS PAC E ya Nt e*1-4 mj e" 4C:> j .Edo C> .j AMC C�l r.- P R 0 j E C T : 2519 DRAWN BY: MA DA 05.22.07 R E V I S I O N S : PERMIT 06.14.07 CID 08.31.07 I C FLAW LS PAC E e*1-4 mj e" 4C:> j .Edo C> .j AMC P R 0 j E C T : 2519 DRAWN BY: MA DA 05.22.07 R E V I S I O N S : PERMIT 06.14.07 CID 08.31.07 I C FLAW LS PAC E 25 20 1, 2 ri , #It r_4 , T- 4 1, 5 40 5'-5j" 81-811 I 4 FFN - . V. ZPLAt5 I 9 . ....... _1, I - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - A 18T-8" Km 18T-0' T.O. I LO" `F T.O. SLj %B F ,N --------- ----- T.O. PLYWD. 2 O il 188 STAIR ' PLYWU. 01 - ---- --- BEDROOM #3 ON 9 FI 3EDROOM #2 BEDROOM #1 z W2 F, % I N 9 1 ip j_ I__z I 3 It 3' it It 9 1 5P Sill, 5 1 , 51"b Lf 'r"f 12 4-3 Pi 54 J ROD RM In BUNK ROOM MAIN FN ---------------- ------- BATH GALLERY I VA TY Itt r107] HALL [Tufl 14N L f-4W LAI 110 ---- ---- — -- ----- - - -- ko 1 Z ' T, m i 14 ;7 JL_ ffid MEDIA RM T 189'-3 o L 1 1=2 UL `F T.O. PLYWD. C4, SET CL( LI? ;t �21 03 7 % ------- ------ ------------ -011 2 T-8 2� 14 !�V 19A4 A— C> BEDROOM #4 10 i 188 ----- I 2 -6j" 4 -9" 3 s tt T.Q. , 5 0. PLYWD. BATH —2-1 (a 2 A\ 16'! 0 F� �3, 6'-10j" T-B" z4 1 BEDRM HALL I if 19 1 -0 ill WX 9 i;q Om NEI 0 r*1 B ATH I I I HE -oil 1 M 1 '111 1t j� � �o �..r -_.___ _-.� � �.. _..�_ ...._. .,__ �t]/ 1 f111 �- -_ � ��. _._ � � �-. __� � o �_ L - -� c J KWQ �� J ( ... ..- ...... _.. ... ... -.- �_.......-_. %Moo) .....- ..- .- ..°- "".- ....... -.... .- .... .... .... .... --.° 183-6" T.O. SLAB UP LAMJ UP vt LAW. c o n , %Wo N Cc C> LAJ CD ul.j C> k.0 H H I CU 183'-2 T SLAB O ct en aria 831-1" 'T T.O. SLAB" II iI ------ Ij � J t � TMI E,- �� l� 1 1 � 11 ! -- - - - - - - - - - - - - - - - - - - - - - - - f N F1321 1 9 -6 L # 9 - 7 4'-6j" 51- 01 11 - - -- - - - - - - - - - - - - - - - - - - - - - 5 4-8 11 8 1 u 51-011 4 1831-611 "FT.O, Al I — SLAB v 1; 4 R @ 7.5 UP ob 18T-9 NT H 1 ;41 3 1 11" T.O. SLAB N 00 U m w co SKI RM Fl-3-01 L OSET OSE T -3" 'F T.O. P D x cc 0 D; i ct V C> W3 A In UP- 8 - up -- 7T W-6j" ---------------- ------- BATH GALLERY I VA TY Itt r107] HALL [Tufl 14N L f-4W LAI 110 ---- ---- — -- ----- - - -- ko 1 Z ' T, m i 14 ;7 JL_ ffid MEDIA RM T 189'-3 o L 1 1=2 UL `F T.O. PLYWD. C4, SET CL( LI? ;t �21 03 7 % ------- ------ ------------ -011 2 T-8 2� 14 !�V 19A4 A— C> BEDROOM #4 10 i 188 ----- I 2 -6j" 4 -9" 3 s tt T.Q. , 5 0. PLYWD. BATH —2-1 (a 2 A\ 16'! 0 F� �3, 6'-10j" T-B" z4 1 BEDRM HALL I if 19 1 -0 ill WX 9 i;q Om NEI 0 r*1 B ATH I I I HE -oil 1 M 1 '111 1t j� � �o �..r -_.___ _-.� � �.. _..�_ ...._. .,__ �t]/ 1 f111 �- -_ � ��. _._ � � �-. __� � o �_ L - -� c J KWQ �� J LAJ %Moo) qb gg LAMJ LAW. c o n , %Wo V Cc C> LAJ ul.j C> k.0 I CU O ct en aria � LAJ %Moo) LAMJ LAW. c o n , %Wo V m C> LAJ ul.j C> O ct en P R O J E C T : 25I9 DRAWN By DATE: 05.22.07 R E V I S I O N S : PERMIT 06.14.07 CD 08.31.07 11.28.07 LOWER LEVEL 0 u O W1 ,7N +1 Za V Q1 ........... ........ . Lmu I—PLYWD. --------------------- J ---------- ---- --- I — -­'�i MASTI - - - - - - - - - - - ----------- - - - - - - - - - - - - - - - A JOHN'S BATH F2 I iE� O L 200'-3" T.O. PLYWD. i � ii>y` tl 4 It WIG h- .4 W15 1 .6 11 10 7w T 3 5 ��_COORDINATE MECHANICAL - --- CHASE WITH I FRAMING MASTER ENTRY F 2 O L 200'-6' T.O. P1 WQ;- rn , I I f' I ws t4ivqLw WOES aw-m 13 �_3 4 9'-3j" V"VW 9 1 „K 198' -6" T.O. PLYWD. wza T 21 R U - -- --- \—PLYWD, IT @ 30" 0 098 , 41" 'FT.O. PLYWD. 'FT.O. PLYWD. SHEATHING FCRJ BRIDGE 4b198'41" BLOCKING T.O. PLYWD. 1 _1�4 F2 -1 UP UP UP 0 oU T. Za CIO AMN ........... ........ . Lmu I—PLYWD. cz _J IT -at =0 gp� �01 cp% r-4 r_4 SHEATHING F 11 40on LU — LINEN C> .J evalaw cm BLOCKING 1= C4. d 0.1 F21 1� ---------- Q -3 11 to ------------- 4wv- IN U ? _nJ UP PROJ E (T: m 2519 D RAW N �4 MA DA t t J u 7 2� O N S : PERMIT 06.14.07 Offit `''-- ICLOSET V _(wZ Fy) 4 2L-2 • 11,28.07 Ln -------- ;a if 2 fl i I'FTn PI YWn 00 I iE� O L 200'-3" T.O. PLYWD. i � ii>y` tl 4 It WIG h- .4 W15 1 .6 11 10 7w T 3 5 ��_COORDINATE MECHANICAL - --- CHASE WITH I FRAMING MASTER ENTRY F 2 O L 200'-6' T.O. P1 WQ;- rn , I I f' I ws t4ivqLw WOES aw-m 13 �_3 4 9'-3j" V"VW 9 1 „K 198' -6" T.O. PLYWD. wza T 21 R U - -- --- \—PLYWD, IT @ 30" 0 098 , 41" 'FT.O. PLYWD. 'FT.O. PLYWD. SHEATHING FCRJ BRIDGE 4b198'41" BLOCKING T.O. PLYWD. 1 _1�4 F2 -1 UP UP UP 0 oU T. IMP / �Bj CC %J _v 41, _V 1" & Loo 4. Lo 9 KITCHEN T . PLYWD. O op __ �q 5 _rT 203 In O L CW22 T.O. P D � 18' -lo 24 MAIN LEVEL FLOOR PLAN 114 = 1 1 -0 11 19 1 -0 11 m Za CIO AMN Lmu I—PLYWD. cz _J IT -at =0 gp� �01 cp% r-4 r_4 SHEATHING F 11 40on LU — LINEN C> .J evalaw cm BLOCKING 1= C4. d 0.1 F21 1� ---------- Q -3 11 to ac t PROJ E (T: m 2519 D RAW N BY: MA DA J u 7 2� O N S : PERMIT 06.14.07 CD 08.31.07 Fy) 4 2L-2 • 11,28.07 Ln -------- ;a if 2 fl i 2 4" T—: PANTRY E16 -91 STOR. ! <\\ CLOSEI IMP / �Bj CC %J _v 41, _V 1" & Loo 4. Lo 9 KITCHEN T . PLYWD. O op __ �q 5 _rT 203 In O L CW22 T.O. P D � 18' -lo 24 MAIN LEVEL FLOOR PLAN 114 = 1 1 -0 11 19 1 -0 11 m LAJ Za CIO AMN Lmu cz _J IT -at =0 gp� �01 cp% r-4 r_4 r-: 11 40on LU C> .J evalaw cm 4.J 1= C4. (414D ( 4WIL) Q to ac t PROJ E (T: m 2519 D RAW N BY: MA DA 05.22.07 R E V I S I O N S : PERMIT 06.14.07 CD 08.31.07 • 11,28.07 LAJ Lmu cz (.97 �01 mm r_4 > 11 40on C> .J evalaw cm 0 " (414D ( 4WIL) Q ac t PROJ E (T: m 2519 D RAW N BY: MA DA 05.22.07 R E V I S I O N S : PERMIT 06.14.07 CD 08.31.07 11,28.07 MAIN LEVEL 23 8213 -0" T.O. PARA \V It I - ---------- C T.O. PARR 8212'- 0" T.O. PARAPET OIL 8202' - 3' `FT.O. PLYWD 1 OL 8202' - 9" `FT.O. ROOF it -------- ---- ofl -- --------- 82 T.O. PARAPET \8215 , - 2 g -' 8 T.O. PARAPET "FT.O. PLYWD I 17'-10" 5 10 2 8213' - 11" 10 T.O. PLYWD A 8223 - 2 T.O. CHIMNEY, t. 42,26 - 4" T.U.1CHIMNEY CAR, 9 9 UPPER LEVEL FLOOR PLAN 1/4" = 1" -0" E1212 P �ET T.O. P o t 8210'- 8" T.O. PLYWD O 20 � LLJ (Ono) 0o N LAJ LAW" 4A00011 CD L m as ag L4J W. ca tli P R O J E C T : 25I9 D RAWN BY: MA D A T E : 05.22.07 REVISIONS: PERMIT 06.14.07 CD 8.31.07 11.28.07 • LLJ (Ono) LAJ LAW" 4A00011 L m M lc> L4J W. ( P R O J E C T : 25I9 D RAWN BY: MA D A T E : 05.22.07 REVISIONS: PERMIT 06.14.07 CD 8.31.07 11.28.07 ' UPPER LEVEL DIMENSION 0 _O O P R 0 j E C T 2519 D RAW N BY: mA D A T E : !• !• 9 E V I S 1 PERMIT 10.10.06 02.22.07 DRB 03,26.07 PRICING 05.22.07 PERfhIT 06.14.0 Zh REV. PERMIT 08.17.07 CID 08 .31.07 11.28 .07 r— .� o LON : 5 r- t= CK dMb dam GC -dwaft to cc LLLJ O O P R 0 j E C T 2519 D RAW N BY: mA D A T E : !• !• 9 E V I S 1 PERMIT 10.10.06 02.22.07 DRB 03,26.07 PRICING 05.22.07 PERfhIT 06.14.0 Zh REV. PERMIT 08.17.07 CID 08 .31.07 11.28 .07 dMb dam -dwaft P R 0 j E C T 2519 D RAW N BY: mA D A T E : !• !• 9 E V I S 1 PERMIT 10.10.06 02.22.07 DRB 03,26.07 PRICING 05.22.07 PERfhIT 06.14.0 Zh REV. PERMIT 08.17.07 CID 08 .31.07 11.28 .07 183 < -------- T.0 SLAB Up 2 UP Lo � t i � 2 LAB ''- II n A405 I I T.O. SLAB Ilk 183 �'�� 3 r TO. SIA FD Ali nil r3 r -- )�' / " i I . u 1,�4 ii NON - MASONRY WALL$` GUARD RAIL TYP.: 1t LAY l 1 ii 36" A.F.F. HEIGHT, ACCESS ER 5/0" TYPE CEILING TYP.) DRYWAL @ W LLS AND 4" MAX. OPENINGS LADDE R SEE A001 ---- -- ---- - --------- -- -- - \­­GARA 13 G� METAL FUR G Wt [ 07 K. DRYINACC 2 N - - - - - - - - - - - - - - - - - - - - A404 ------- POND WATER W7 LEVEL EL-8 185.0' HANDRAIL @ 36" HT.; r8f:l') N. �L3 ( t � COIL RETURN ENDS INTO WALL, F _F�?N VE T 2 F4P. BOVE yp. \�A�406 -OI T. 5 L -6 HIB. z I "I" A ACCESS TO EE A100 S I ui� I uj BASEMENT/ -CANTI LEVERED -SLAB --- ,- - $TONE STAIRS ca MECH. RE: STRUCT. BUILT-IN Im CABINET 4 R @ 7.5 O L 183'-9' "FT.O. SLAB 87'-W co T.O. _j t .0. SLAB T.O. WALL r �-BUILT -IN BENCH x W4 SKI RM 27' 31 @ 11" UP NT 00 U Ln . I w RELOC F_ WIND 185 DN 08 @ CLOSET UJ T.O. SLAB 3 -4, F150-1 Ta o. SLA13 A W3 1 1 L186'-3j - - - - - - - - - - - - HANDRAIL IT WOOD VENEER 0 . WFIN. - 1201`11N. RATED DOOR W 36" HT.; 2 1 2- SqLID, TEMPERED GLASS I A30'1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A301 RETURN ENDS SE F-CLOSER (1 H I I SEI*'40kT1()N)- HAND/GUARDRAIL @ 36" INTO WALL, 8 R @ 7.5"1 HT TYP. UP u P Typ. DECK AB E ul o- wl WOOD VENEER WOOD VENEER 18 0. In '^FT.O. SLAB cc J -------- cp CORTEN COR EGRESS ABOVE - 2x8 WALL ROD RM wl -0 11 i — k - - -- - - o b 188 oil URF55 'F T.O. PLYWD. BUNK ROOM MAIN o il I 105 D z STAIR 'FT.O. PLYWD. 01 ry I V) cc ---- BEDROOM #3 W8 i DN j F1_2_0� BEDROOM #2 BEDROOM #1 cp P 3 u i ILI ----------- r ------ __--- - - - -- TV E1_676 ST f TV BUILT-IN CLOSET TV BATH VA ITV !GALLERY ITY & DRESSER —,, F1 2 HALL ZGLASS CEILING ABOVE TV ST 110 L - - - - - - - - - - - - - - - - - - - - - - J1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ---- TV CP 31t j, 189'-3 F1_1 27 MEDIA RM NrIp IN T.O. PLYWD. CHA CLOSET Dt N N D RW DN T yap 1H u CONCEALED DOOR p 3 CEIL�NG HEIGHT 21 CLOSE 1 4 ------ ---- ----I - - - - I - - - - - -- ------ - --- -- CP 1 8 3 — STONE STAIRS r ------ LL_ BEDROOM #4 CP < ST BATH in F1091 gL 188'-O" @ @ ~ w8 I I IL _@ 6" CONC. WALL F1_2_5_ � 3 � �_J EXISTING BUILDING FOOTPRINT L - t--DECK ABOVE RETAI WALL ABOVE LOWER LEVEL FLOOR PLAN 1/4" = V-0" LLJ %mud coiZ LAWJ LAi c> LAJ C> 4a a d c> 50. .j C> 1t 4 • LLJ %mud LAWJ LAi c> LAJ C> c> 50. .j C> P R O J E C T : 2519 DRAWN BY: MA DA 05.30.06 R E V I S I O N S : 06.13.06 DRB REV. 06.21.06 PERMIT 10.10.06 02.08.07 02.22.07 DRB 03.26-07 PRICING 05.22.07 PERMIT 06.14.07 REV. PERMIT 08.17.07 CD 08.31.07 11.28.07 LOWER LEVEL FLOOR PLAN me CONNECTED TO F. w T -- TD­ - j1AUNDRY­ -- 2 W A400 J COORD. FRAMING �t�O3 PANTRY W/ MOTORIZED D F2_0_8� SHADES / WDW. VALANCES STOR. COOS 3 A40 C 11 A 2 ME J--TR7 17 ENCH- RAIN ,e!! - wig CL uj - ------- -- - L 9 th t r /# low F STONE T.O. PILYWD. wzo RTEN_ - --------- --- - - ----- 0"rW0N_-CO`M`BUSTIB`LE CURTAIN POCKET ---- - WRAP CORTEN INTERIOR SURROUND, TYP. FOR ALL N4N- APPLIANCE TYPE _�ifl E - P I LAC E S 1­1 MECHANICAL CHASE - ST _'�P'T.O. PLYWD. �ONI - RTH ST 4 WD co z GAME RM CC r1 l ! goo", WD STEP P BLACK STONES ABINETRYW/ HIDDEN IS IRS 0qXED�:GL_ASSSCREEN_ON_ ST W21 TOT OF '0 N G WD ---- j - WD RE HOLD MECHANICAL CHASE r3 ­ _UE NJ Gj Hf�__ E-Y_ -HOOD WRAP CORTEN INTERIOR CURTAIN KET 20 I -21L—CORT-C-N o L 198'-6" OFFICE F202] /-- METAL GUARDRAIL @ 36" rM� 2 HT. ca cv, 0 -1 - / ,-- a .j c> ----- -- It CABINET AN ----------------- WOOD. VENEER___ (ID BELOW-1--- ------------------- - ------------------ ---------- L_j es 0% - -------------------- n __ --- 30- - ----- -- --------- --- P It 0 j E C T: 2519 DRAWN -------------- DATE: 05-30.06 R E V I S I O N S : WD STEP, w , ------------- ------- TRENCH PERMIT 10.10.06 02.08.07 02.22.07 DRB 03.26.07 DRAIN PRICING 05.22.07 A , ------------- - ----- GUARD RAIL I YP.: CID 08.31.07 ------- 11.28.07 36" A.F.F. HEI 3HT, @ -------- 14 A405 ------ 4" MAX. OPENINGS HEATED W9.7 20MAX 50JR ov-1" 5tcjw tkv 555 r-W 430 wrffATTC� waxyli=v#4 "ZiLmIrmim =nw WD STEP -- ---------- ST014E DECK KITC14EW" _j TILE p �11 F ------------ -------- 3 ------- 71 1. r3 [—POT 4U4 --------------- -- mAs - ---------- v - 'ED 5uozcw7oo A ------------------ 2310'-Y t7 �*T,O. PLYWD. R L L --------- ---------- ------------- - -- -- ------ SLOPE -------------- - ----------- -- ----------- ------ ------ --- E --------------- ------------------------ CURfALR-POCKE-T ---- ----------------------- F.P. H.B. - -------- ------ r2 NIG \ A407 1�4 BENCH - --- ----------- ---- 2x WALL 10 -------------- W15 FO PLUMB[ SHOWER AS E� ------ _�I�CAL_CH ------ ---------- 0 ---------- JOHNS BATH - -------- ---- ----- -------- 2FI61 ------------- RELOCATE ------------------- WINDOW WINDOW ---- ------- ---------- 408 _XT ,-- MASTER-E --- W17 4 ---------- ------------ I I- ----------- -R-Y-- ____ _11__----i , I ---- ---------- ------ ------------- ------------- ---------- A3tt3. -------------------- -200`15" P ------------------- ---------------- i MECHANICAL-___ ---- ---------- we ---------------- - ----------- I A A ;E q F 1 1. CONNECTED TO F. w T -- TD­ - j1AUNDRY­ -- 2 W A400 J COORD. FRAMING �t�O3 PANTRY W/ MOTORIZED D F2_0_8� SHADES / WDW. VALANCES STOR. COOS 3 A40 C 11 A 2 ME J--TR7 17 ENCH- RAIN ,e!! - wig CL uj - ------- -- - L 9 th t r /# low F STONE T.O. PILYWD. wzo RTEN_ - --------- --- - - ----- 0"rW0N_-CO`M`BUSTIB`LE CURTAIN POCKET ---- - WRAP CORTEN INTERIOR SURROUND, TYP. FOR ALL N4N- APPLIANCE TYPE _�ifl E - P I LAC E S 1­1 MECHANICAL CHASE - ST _'�P'T.O. PLYWD. �ONI - RTH ST 4 WD co z GAME RM CC r1 l ! goo", WD STEP P BLACK STONES ABINETRYW/ HIDDEN IS IRS 0qXED�:GL_ASSSCREEN_ON_ ST W21 TOT OF '0 N G WD ---- j - WD RE HOLD MECHANICAL CHASE r3 ­ _UE NJ Gj Hf�__ E-Y_ -HOOD WRAP CORTEN INTERIOR CURTAIN KET 20 I -21L—CORT-C-N o L 198'-6" OFFICE F202] rM� ca cv, CONCEALED DOOR w/ WOOD VENEER o .j c> ----- -- It CABINET AN LLJ WOOD. VENEER___ (ID BELOW-1--- L_j es 0% ?jjLa 1T @ n __ --- 30- - ----- -- --------- --- P It 0 j E C T: 2519 DRAWN BY: MA DATE: 05-30.06 R E V I S I O N S : WD STEP, w , PERMIT 10.10.06 02.08.07 02.22.07 DRB 03.26.07 PRICING 05.22.07 A , ------------- - ----- REV, PERMIT 08.17.07 CID 08.31.07 11.28.07 @ 14 W52= 4V -w mm"WRAme W9.7 20MAX 50JR ov-1" 5tcjw tkv 555 r-W 430 wrffATTC� waxyli=v#4 "ZiLmIrmim =nw WD STEP KITC14EW" _j TILE p F [—POT FILLER 5uozcw7oo A 4__ F ---------- — — - --- _T EXISTING FOUNDATION —1 9 L" rM� ca cv, ( Z 2m o .j c> It LLJ (ID LLI =10 r— L_j es 0% ii w P It 0 j E C T: 2519 DRAWN BY: MA DATE: 05-30.06 R E V I S I O N S : 06.13-06 DRB REV. 06.21.06 PERMIT 10.10.06 02.08.07 02.22.07 DRB 03.26.07 PRICING 05.22.07 A , PERMIT 06.14.07 REV, PERMIT 08.17.07 CID 08.31.07 11.28.07 14 L" rM� ( Z 2m .j c> LLJ (ID a ct P It 0 j E C T: 2519 DRAWN BY: MA DATE: 05-30.06 R E V I S I O N S : 06.13-06 DRB REV. 06.21.06 PERMIT 10.10.06 02.08.07 02.22.07 DRB 03.26.07 PRICING 05.22.07 A , PERMIT 06.14.07 REV, PERMIT 08.17.07 CID 08.31.07 11.28.07 MAI N LEVEL FLOOR PLAN 1� 0 EXTERIOR WALL BELOW KX1 2 8212'- 0" T.�8. PLYWD SLOPE DECKTO 8212' - 0" T.O. PARA 2 A300 3 AE4 8202'- 3" T.O. PLYWD f% 8202'-9" T.Q. ROOF HEATED CRUSHED, t GLASS I ( oo OOF ii I I I 8211' - "' �'� T.O. PARAPET o L 8210'- 10" PLYWD 3 A4 6 A 1 Uri I re N pp7 ZOPEN B E LOW MING W/ SHADES/ SLOPE TO I NTERIOR DRAIN; 118" PER FT. (TYP) 7 3 ,d( 2 A408 A301 o il T.O. PARAP& .0 x,8210'- 2 IV T.O. PLYWD T.O. PARAF SLOPE DECK TO INTERIOR DRAIN; <" 118" PER Fr. CRICKET SKYLIGHT /\ W?7 T Y 04 r Ilk 8213'- 11" "FT.O. PLYWD 4� SOLID, TEMPERED GLASS ! I _ HAND/GOARDRAIL a 36" HT" Q 3 - 2 822 "" T .O. T CH CH 0 CHIMY\, 26-4 T .O. T 'M' O�-CHIMNEY C KITCHEN HO OD LOFT GUARD RAIL TYP.: BUILT-IN — 36" A.F.F. HEIGHT, 4" MAX. OPENINGS o t 208'-7 '*f T.O. PLYWD. j I N A 2 I UPPER LEVEL FLOOR PLAN O \J COR-TEN VENEER 8212' - "" T.O. PARAPET V - ----------- 8210 'FT.O. PLYWD _.,—SLOPE DECKTO INTERIOR DRAIN; 1/8" PER Fr. 2 114" = 1" -0" LEI 3 9 ----------- -- --- - LLJ tomo) ME LAJ irk el*-4 LAmw Looll d C> am cc c J oc a ct P It 0 j I C T 2519 D RAW N BY: MA D A T E : 05.30-06 R E V I S I O N S . 06.13.06 LAJ PERMIT 10.10.06 02.08.07 02.22.07 DRI3 03.26.07 PRICING 05.22.07 PERMIT 06.14.07 Zh REV. PERMIT 08.17.07 CD 08.31.07 11.28.07 UPPER LEVEL l id LLJ tomo) ME LAJ irk el*-4 LAmw Looll d C> am LLJ C> J a ct P It 0 j I C T 2519 D RAW N BY: MA D A T E : 05.30-06 R E V I S I O N S . 06.13.06 DRB REV. 06.21.06 PERMIT 10.10.06 02.08.07 02.22.07 DRI3 03.26.07 PRICING 05.22.07 PERMIT 06.14.07 Zh REV. PERMIT 08.17.07 CD 08.31.07 11.28.07 UPPER LEVEL T.O. PARA cm EXrEI.l0l WALL BELOW. o t 8212' - 0" T.O. PI L,SLOPE 6FICKTO INTERIOR DRAIN; 1/8" PER FT. I / oil "; CRICKET G RAv ROOF lil 11 —SKYLIGHT 8221'- 0" 1 1 T.O. PARAF SLOPE DECK TO — INTERIOR DRAIN; 1/8" PER FT. o L 8213'- 11" `r T.O. PLYWD 04xv - u — OVERFLOW "FT.O. PLYWD SCUPPER 2 SLOPE DECK TO INTERIOR DRAIN; 1/8" PER Fr. 8223 - 2" T.O. CHIN 26 - 4" T,0`.\.CHIN _ .. moo CRICKET 8212'- 3" T.O. PARAPET I A-18210'- 8" T.O. PLYWD A OVERFLOW DRAIN �„ r� GRAVEL ROOF 7 \ V * 20 O Z GRAVEL kawwo)I ROO *2 ......................... OVERFLOW SCUPPER A$ 8202'- 9" FLOWTHRU SCUPPER *2 T.O. ROOF 8211'- 1" T.O. PARAPET C 8212'- 0" T.O. PARAPET ca U6J GRAVEL ROOF CRICKET G RAv ROOF lil 11 —SKYLIGHT 8221'- 0" 1 1 T.O. PARAF SLOPE DECK TO — INTERIOR DRAIN; 1/8" PER FT. o L 8213'- 11" `r T.O. PLYWD 04xv - u — OVERFLOW "FT.O. PLYWD SCUPPER 2 SLOPE DECK TO INTERIOR DRAIN; 1/8" PER Fr. 8223 - 2" T.O. CHIN 26 - 4" T,0`.\.CHIN _ .. moo CRICKET 8212'- 3" T.O. PARAPET I A-18210'- 8" T.O. PLYWD A OVERFLOW DRAIN �„ r� GRAVEL ROOF 7 \ V * 20 O OL8202'-3" — /r "F kawwo)I T.O. PLYWD A$ 8202'- 9" T.O. ROOF C ca U6J CD o e Q SLOPE TO INTERIOR DRAIN; 1/8" PER Fr. %-% (TYP) P R O J E C T : 2519 D RAW N BY MA DA 05.30.06 REVISIONS: 06.13-06 DRB REV. 06.21.06 PERMIT 10.10.06 4 u 02.08.07 02,22.07 Z DRS 03.26.07 8212'- 0" PRICING 05.22.07 HEATfi[) CRUSHED, 1! REV. PERMIT 08.17.07 T.O. PARAPET CD 08.31.07 GLASS ROOF ILIA • - 821,0 " -2 8 $T .O. PLYWD CRICKET G RAV EL 2" FLOWTHRU ROOF SCUPPER OVERFLOW SCUPPER 0 „{ FLOWTHRU ol* SCUPPER GRAVEL ROOF j,,8209'- 10” PLYWD CRICKET / CRICKET G RAv ROOF lil 11 —SKYLIGHT 8221'- 0" 1 1 T.O. PARAF SLOPE DECK TO — INTERIOR DRAIN; 1/8" PER FT. o L 8213'- 11" `r T.O. PLYWD 04xv - u — OVERFLOW "FT.O. PLYWD SCUPPER 2 SLOPE DECK TO INTERIOR DRAIN; 1/8" PER Fr. 8223 - 2" T.O. CHIN 26 - 4" T,0`.\.CHIN _ .. moo CRICKET 8212'- 3" T.O. PARAPET I A-18210'- 8" T.O. PLYWD A OVERFLOW DRAIN �„ r� GRAVEL ROOF 7 \ V * 20 O L" kawwo)I e**-4 ca U6J CD o e Q :20 %-% P R O J E C T : 2519 D RAW N BY MA DA 05.30.06 REVISIONS: 06.13-06 DRB REV. 06.21.06 PERMIT 10.10.06 4 u 02.08.07 02,22.07 DRS 03.26.07 PRICING 05.22.07 PERMIT 06.14.07 1! REV. PERMIT 08.17.07 CD 08.31.07 ♦ ILIA • L" kawwo)I e**-4 ca U6J :20 P R O J E C T : 2519 D RAW N BY MA DA 05.30.06 REVISIONS: 06.13-06 DRB REV. 06.21.06 PERMIT 10.10.06 02.08.07 02,22.07 DRS 03.26.07 PRICING 05.22.07 PERMIT 06.14.07 1! REV. PERMIT 08.17.07 CD 08.31.07 11,28.07 ti t ' f it It — ---------- 1x6 CEDAR SOFFIT 147 t ; 4a i ka , ! t. � eY1 I 1t , t( fi i � { t 4 { � { IJ i ZI 4 t, .1 1 l yi� iv III t i �� � �; ��1 �t i J r�S i t� i� ' ! ". i t.+i �o i i jj; 7 Y i It 7 ------ t, G I n $KI M CCOSETt 7­1 'W WOOD @11§ t A_ 1� L -I I 2519 of MA ti it i 44..... REVIS IONS: ti ENTRY Y 100t 1 is tj U J - co cm i A, f: Ij ii t Ii F_ 01 Im iG% B q 81i 10:511, A." ROD RM I t o 3WB @ - 17'-2j" MAIN STAIR IT it f 4 1 it t! �t it 147 t ; 4a i ka , ! t. � eY1 I 1t , t( fi i � { t 4 { � { IJ i ZI 4 t, .1 1 l yi� iv III t i �� � �; ��1 �t i J r�S i t� i� ' ! ". i t.+i �o i i jj; 7 Y i It 7 ------ t, G I n $KI M CCOSETt 7­1 'W WOOD @11§ t A_ 1� L -I I CEMENT PANEL L _13-EDROOM #2 A23= ED A 12x12 r--7 WALL- ----- -- -- -- ---- i 4 A 11 -4- -- BjkTH -VAN- GALLERY - ----- - - - ------ ------_--- @ GWB @ 8'-�04" HALL B.O. GLASS @ 9'-4 T G i -101" �Gwa_COH R I 2519 a MA ti it i 44..... REVIS IONS: ti ENTRY Y 100t UJ.?< - L Ln n CK U J - co cm i Ij ii t Ii F_ 01 CEMENT PANEL L _13-EDROOM #2 A23= ED A 12x12 r--7 WALL- ----- -- -- -- ---- i 4 A 11 -4- -- BjkTH -VAN- GALLERY - ----- - - - ------ ------_--- @ GWB @ 8'-�04" HALL B.O. GLASS @ 9'-4 T G i -101" �Gwa_COH R I L 8 5 BAtF 5 r-WB @ 8 all 4 7 t 7777 it . ............ 1.1 t7 0 F T L- 7 r GW13 @ BATH 2 L4 . fit, `i J O 2519 D RAWN BY: MA D A T F : 44..... REVIS IONS: ti ENTRY Y 100t UJ.?< - L Ln n CK U J - co cm GWI3 @ 9 F_ 01 Im iG% B q 81i 10:511, A." ROD RM o 3WB @ - 17'-2j" MAIN STAIR It L 8 5 BAtF 5 r-WB @ 8 all 4 7 t 7777 it . ............ 1.1 t7 0 F T L- 7 r GW13 @ BATH 2 L4 . fit, `i J O P R O J E C T : 2519 D RAWN BY: MA D A T F : -40 REVIS IONS: 11.28.07 CK cm F_ 01 Im A." o P R O J E C T : 2519 D RAWN BY: MA D A T F : 6.19.07 REVIS IONS: 11.28.07 dam P R O J E C T : 2519 D RAWN BY: MA D A T F : 6.19.07 REVIS IONS: 11.28.07 LOWER LEVEL 1x6 CEDAR SOFFIT ----------- t sl --- -------- � � 1 tt P i k � � i '� 1 u ------ ----- -- _, - 1 ' 1 1�1� 1 t 1 4 � � f (� i i t ti i U� A 4 RECESSED MOTORIZED SHADE I- ##--I I I In L—L— V L—&— I X%.O I 1/4" = V-0" _ IN cp L-2 CC Q L-1 4= tau CJ 04 • %Moo) f**-4 A P R O J E C T : 251 D RAWN BY: MA D A T E 6.19.07 R E V I S I O N S : 11.28.07 - 0 LW __j j a rr CM), nil *VO P R O J E C T . 2519 DRAWN BY- MA DATE: 6.19.07 R E V I S 1 0 N S 11.28.07 UPPER LEVEL A T.O. CHIMNEY CAP EL 8226 - 4 NO I ;;Y0_2 T.O. PARAPET COPING EL 8212' - 5" T.O.PLTWD. EL 8210' - 2" EXT. STEEL COPING EXTERIOR WEATHERING STEEL PANELS F, D" c� B, A; T.O. CHIMNEY COPING + REP11ACE FLU ENCIZURE r 1­ 4 4 1 1 , W/ STEEL MESH ON 4 SIDES J J-1, SIDE VERY FOR A( 4 tL CONDENSER It �7 -4- ALUM COPING IR 1x6 SMOOTH CEDAR SIDING CASTLETON BLACK 3 S ur tai FACE Dim STONE VENEER AQ5 CASTLETQN BLACK aaoe STONE VENEER T.O. PARAPET COPING EL $221' .1' NOTES. E XT T.O'PI.YwD. EL 8219' - 6" 1. ALL CEDAR SIDING OUTSIDE CORNERS ARE TO BE MITERED. A 2. ALL CEMENT BID OUTSIDE CORNERS ARE CORNERS ATE TO BE MITERED. W27 ,I 3. ALL STONE PANEL CORNERS ARE TO BE TILED AND EXPOSED EDGES f2 �7 WALL TYP Ell' ARE TO BE SEALED. T1 ( ALUM COPING CONCRETE PANELS: FIBRE C - ANTHROCITE MATT T.O.PARAPET COPING EL $216' - I" P9 T 11" .O.PLYWD. T EL 8213' - EXTERIOR WALL TYPE in 11111100 /T tl f, 4, I 18B T.O. PARAPET COPING EL 8213' -T' T.O.PLYWO. EL 8212' W' METAL HANDRAIL ML T.O.PLYWID. EL 8200' - 6" WALL - I - YFE CONCRETE PANELS. FIBRE C - ANTHAOCITE GRADE MATT 4 STAINLESS STEE W2 . TRIM. BA SE Typ ASE TYP II ILL TRIM O L LL T.O.&M, M HAN — — — — — — — — — — — — — — — --- -- — — SIN TO 21A4 EL 8188' - 0" R / —CASTLETON! BLACK STONE VENEE — — — — — — — — — — — — — — — --- — — — ®. TRIN L ---- ------ -- - — — — — — — — — — — CASTILEION �IILACK STONIE VENEER � °� �I - - - - - - - - - -- - - -I- - - - - - -4 BASE 81 T 2 EAST ELEVATION _ _ _ — _ __. _ I._ _ I. __ — _� _ _ _ — _ _ __ _ __ ._ m__ __ _. A-2oo/_ 114 " = 1 - -o -- i ------- __—._._ —_ --- _.____. -_— _..._— - A301 I r 2 A�405 T.O. PARAPET COPING EL 8213' - 2" _�O I - ----- ---- - - - 8212. . r EXTERIOR WEATHERING STEEL PANELS I ML T.O.PLYWD. .k ENTRY T.O.PLYWD. EL 8141' -3" EL 8183' - C' T.0100TING EL 8180' - 0" GARAGE T.O. SLAB A 111IR1 r Luu kamo)l Zo a, kD t= cr. wrr w.j LA. gz; e" arwJ wx Luu kamo)l kD wrr w.j LA. e" arwJ wx PROJECT: 2519 DRAWN BY: MA D A T E : 05.30.06 R E V I S I O N S : 06-01.06 06.13.06 PERMIT 10.10.06 02.22.07 DR13 03.26.07 PRICING 05.22.07 PERMIT 06.14.07 A� REV. PERMIT 08. 1 WINDOW REV 10.12.07 11.28.07 EXTERIOR ELEVATIONS � 11 EXTERIOR STEEL COPING EXTERIOR WEAT T .O. PAMPET COPING STEEL PANELS EL 3213' 27 J T.O. PARAPET COPING - Y EL 8212' - 1 1/4" ,L T.O. PLYWD. T EL 8210' - 10" 71, UL TO.PLYWID. EL 8201' - I r, ,k UL LANDING IO.PLTWD. EL 8207 - 4 Y4" EXTERIOR WEATHEPJK--WALL IlYl STEEL PANELS ML T.O.PLYWD. T EL 8200' - 6" RETAINING WALL BEYOND J T.O.f OOTING Y EL 8186' - 3 112" 'A T.O. STONE CHASE T EL 8226' - 4" A -------------- A301 - TT -- T 1 2 3 A400 A400 1 I I � -� - -- I Ix6 SMOOTH CEDAR SIDING 5 118" FINISH FACE DIN rALUM COPING w m-m A403 EXTERIOR STEEL COPING T.O. PARAPET COPING EL 8212 - S L + T.O.PLYWID, EL 8210' - Ir' ��U2J3 WOOD TRIM � {� ,' 1'YLV d: w m-m A403 EXTERIOR STEEL COPING T.O. PARAPET COPING EL 8212 - S L + T.O.PLYWID, EL 8210' - Ir' wAtt ML LOYLYWID. - --- -- EL 8198'- 11"'f GRADE STAINLETSTEEL---- STAIRLM SIM A— ALUM CLAD — =7 BASE TRIM. 1 WOOD Sl� TRIM EL 8198 -6+. 'f i1 i BASE TRIM. VP. STONE DECK rd BOTTOM OF WALL _ — — � ,' I i I � ' € I i � E � � MECHANICAL (WE i it I{ I ! l i j I t II I i � �� 1 — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — -- -- — — — — — — — — — — — — LL T.0 PLY" EL 81884 . 0' -4 TOJOIDTING L— --4 -------- --- 5 EL 8185' 4" L 1 --1 ---- --- 6) 7 SOUTH ELEVATION T.O. CHIMNEY CAP ---ALUM COPING T.O. CHIMNEY �CAPJ Y 832' A -202 1/4" = V-0 EL 6 - 4" 11 EL 8226 - 4* :L \3) WALEE7 2 2 CONCRETE PANELS. FIBRE C - TE - TYPE O.PAIIAPETCOPING A301 ANTHROCITE MATT STAINLESS STEEL E ML T.O.PlYWID. J ML T.O.PLYWD. BASE TRIM TYF. T EL 8200' - 6" T I ML T.O.RET.WALL I ri Rinn - o ��U2J3 WOOD TRIM CW2)) 8 cmp LAm %oon 5G CSI "i cz , .A C> mj o 4 EXTERIOR WEATHERING STEEL PANELS - - ------ -- ----- wAtt ML LOYLYWID. - --- -- EL 8198'- 11"'f GRADE STAINLETSTEEL---- STAIRLM SIM A— ALUM CLAD — =7 BASE TRIM. 1 WOOD Sl� TRIM EL 8198 -6+. 'f i1 i BASE TRIM. VP. STONE DECK rd BOTTOM OF WALL _ — — � ,' I i I � ' € I i � E � � MECHANICAL (WE i it I{ I ! l i j I t II I i � �� 1 — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — -- -- — — — — — — — — — — — — LL T.0 PLY" EL 81884 . 0' -4 TOJOIDTING L— --4 -------- --- 5 EL 8185' 4" L 1 --1 ---- --- 6) 7 SOUTH ELEVATION T.O. CHIMNEY CAP ---ALUM COPING T.O. CHIMNEY �CAPJ Y 832' A -202 1/4" = V-0 EL 6 - 4" 11 EL 8226 - 4* :L \3) WALEE7 2 2 CONCRETE PANELS. FIBRE C - TE - TYPE O.PAIIAPETCOPING A301 ANTHROCITE MATT STAINLESS STEEL E ML T.O.PlYWID. J ML T.O.PLYWD. BASE TRIM TYF. T EL 8200' - 6" T I ML T.O.RET.WALL I ri Rinn - o P R 0 j E C T : 2519 DRAWN BY: MA D A T E : 05.30.06 R E V I S 1 N S : 06,01.06 06.13.06 PERMIT 10.10.06 02.22.07 DRB 03.26.07 PRICING 05.22.07 PERMIT 06,14.07 AIREV. PERMIT 08.17.07 CD 08.31.07 WINDOW REV 10.12.07 11,28.07 EXTERIOR ELEVATIONS - T GARAGE T.O. SLAB --j EL 8183' - 6"�Altlq — — — — — — — — — — — T= — — T.OJOOTING ' " EL 8182. 6 _j WEST ELEVATION �A-201 114" = V-0" 1O.FOOTING T.OJOOTING Y EL 8180' - 0" EL 8180' - 0" 2 ALUM COPING ` " A302 F" T.O. CHIMNEY CAP EL 8226 - 4 0' y 'P FIREPLACE FLUE ENCLOSURE : :ELI - D4 @ T 0 CHIMN w/ STEEL MESH ON 4 SIDES T.O. CHIMNEY EL 8223' - 2 T.O. PARAPET FftMG. L CQETOIl 6I.ACK STONE VENEER EL 8221' - I" EXTE RI OR WALL TYPE PE I EL 8219 -6" A402 :T: 3 A402 CONCRETE PANELS E- ALUM COPING ANTHROCITE HATT T.O. PARAPET COPING. EL. 821 3 T.O.PLYWID. A402 EL 8213' - If" <*> EXTERIOR WALL TYPE EXTERIOR WALL TYPE 8 cmp LAm %oon 5G CSI "i cz , .A C> mj oa P R 0 j E C T : 2519 DRAWN BY: MA D A T E : 05.30.06 R E V I S 1 N S : 06,01.06 06.13.06 PERMIT 10.10.06 02.22.07 DRB 03.26.07 PRICING 05.22.07 PERMIT 06,14.07 AIREV. PERMIT 08.17.07 CD 08.31.07 WINDOW REV 10.12.07 11,28.07 EXTERIOR ELEVATIONS - T GARAGE T.O. SLAB --j EL 8183' - 6"�Altlq — — — — — — — — — — — T= — — T.OJOOTING ' " EL 8182. 6 _j WEST ELEVATION �A-201 114" = V-0" 1O.FOOTING T.OJOOTING Y EL 8180' - 0" EL 8180' - 0" 2 ALUM COPING ` " A302 F" T.O. CHIMNEY CAP EL 8226 - 4 0' y 'P FIREPLACE FLUE ENCLOSURE : :ELI - D4 @ T 0 CHIMN w/ STEEL MESH ON 4 SIDES T.O. CHIMNEY EL 8223' - 2 T.O. PARAPET FftMG. L CQETOIl 6I.ACK STONE VENEER EL 8221' - I" EXTE RI OR WALL TYPE PE I EL 8219 -6" A402 :T: 3 A402 CONCRETE PANELS E- ALUM COPING ANTHROCITE HATT T.O. PARAPET COPING. EL. 821 3 T.O.PLYWID. A402 EL 8213' - If" <*> EXTERIOR WALL TYPE EXTERIOR WALL TYPE LAm %oon 5G CSI C> mj P R 0 j E C T : 2519 DRAWN BY: MA D A T E : 05.30.06 R E V I S 1 N S : 06,01.06 06.13.06 PERMIT 10.10.06 02.22.07 DRB 03.26.07 PRICING 05.22.07 PERMIT 06,14.07 AIREV. PERMIT 08.17.07 CD 08.31.07 WINDOW REV 10.12.07 11,28.07 EXTERIOR ELEVATIONS - T GARAGE T.O. SLAB --j EL 8183' - 6"�Altlq — — — — — — — — — — — T= — — T.OJOOTING ' " EL 8182. 6 _j WEST ELEVATION �A-201 114" = V-0" 1O.FOOTING T.OJOOTING Y EL 8180' - 0" EL 8180' - 0" 2 ALUM COPING ` " A302 F" T.O. CHIMNEY CAP EL 8226 - 4 0' y 'P FIREPLACE FLUE ENCLOSURE : :ELI - D4 @ T 0 CHIMN w/ STEEL MESH ON 4 SIDES T.O. CHIMNEY EL 8223' - 2 T.O. PARAPET FftMG. L CQETOIl 6I.ACK STONE VENEER EL 8221' - I" EXTE RI OR WALL TYPE PE I EL 8219 -6" A402 :T: 3 A402 CONCRETE PANELS E- ALUM COPING ANTHROCITE HATT T.O. PARAPET COPING. EL. 821 3 T.O.PLYWID. A402 EL 8213' - If" <*> EXTERIOR WALL TYPE EXTERIOR WALL TYPE BUILDING CROSS-SECTION THRU ENTRY STAIRS / —VAPOR RETARDER ZPROVIDE 7.5 CFM MIN. (1 CFM / 50sf OVER GRAVEL FLR AREA) AIR EXCHANGER TO VENT SEE C-2 FOR THROUGH MECH, CHASE, UNDERDRAIN DETAIL 1/4 = 1 1 -0 11 lmmvn a • iclm:vmwlm "I 7, T.O. JOIST EL. 8210'- 10" qNTuffwA_i MASTER r III CLOSET ;' I \. r GALLERY V HALL 0 CLOS BEDROOM #4 co WOOD VENE WRAPPING CONCEALED TO OFFICE 0 * BOVA LIVING AREA 3" CONC. BUILD-UP BE ROOM #3 "E Il 9 v 4 ► 1/1F F_ BE ROOM # k mba I f A/1 A/0 cn ---------------- Z OVER GRAVEL PROVIDE 7.5 CFM MIN. (I CFM / 50sf T SEE C-2 FOR FLR AREA) AIR EXCHANGER TO VENT UNDERDRAIN DETAIL %F THROUGH MECH. CHASE, BUILDING CROSS-SECTION THRU BRIDGE IN T.Q. PARAPET r— EL. 8215'- 11" r'4 * : - 11 F_ BE ROOM # k mba I f A/1 A/0 cn ---------------- Z OVER GRAVEL PROVIDE 7.5 CFM MIN. (I CFM / 50sf T SEE C-2 FOR FLR AREA) AIR EXCHANGER TO VENT UNDERDRAIN DETAIL %F THROUGH MECH. CHASE, BUILDING CROSS-SECTION THRU BRIDGE IN EDROOIU ;!#I 12s � ' J BUILT-IN DRESSEI OVER GRAVEL SEE C-2 FOR UNDERDRAIN DETAIL PANELS GAME RM T.O.PLYWD. A30 MLT.O.PLYWD. EL. 8198'- 3" a a lfi�wl *_ r— r'4 cz, LAm %g0 &AJ ( Ma i ..-I L_j 9= .j L.Li wk .j Fb 16ME R ac t RM PROJECT: 2519 DRAWN BY: F2 D A T E ♦ 10.10.06 R E Y I S 1 N S i PRICING r 3" CONC. B imup iii PERMIT 06.14.07 EDROOIU ;!#I 12s � ' J BUILT-IN DRESSEI OVER GRAVEL SEE C-2 FOR UNDERDRAIN DETAIL PANELS GAME RM T.O.PLYWD. A30 MLT.O.PLYWD. EL. 8198'- 3" a a lfi�wl *_ 11 ol 1/4" = 1' -0" r— r'4 cz, LAm %g0 &AJ ( Ma i ..-I L_j 9= .j L.Li wk .j Fb R ac t PROJECT: 2519 DRAWN BY: MA D A T E ♦ 10.10.06 R E Y I S 1 N S PRICING 05.22.07 PERMIT 06.14.07 Zl� REV. PERMIT 08.17.07 CD 08.31.07 11 ol 1/4" = 1' -0" LAm %g0 ( Ma i 9= .j L.Li wk .j ac t PROJECT: 2519 DRAWN BY: MA D A T E ♦ 10.10.06 R E Y I S 1 N S PRICING 05.22.07 PERMIT 06.14.07 Zl� REV. PERMIT 08.17.07 CD 08.31.07 11.28.07 11 ol 1/4" = 1' -0" • poq T.O. PARAPET EL. 8212'- 0" T.O.PLYWD. B EL, 8210'- ENTRY T.O. PLYWD. sma • MKOW. Mal W. mgma. ffi� r. cc 41� t= =2 13 11 a L.J 41. cl, r- 14 - • poq T.O. PARAPET EL. 8212'- 0" T.O.PLYWD. B EL, 8210'- ENTRY T.O. PLYWD. sma • MKOW. Mal W. mgma. ffi� r. P R 0 j E C T : 2519 DRAWN BY: MA D A T E : 10.10.06 R E V I S 10 PRICING 05.22.07 PERMIT 06 .14.07 A, REV. PERMIT 08.17.07 CID 08.31.07 11.28.07 ;X111 I 1911 ki 10 S 1 , BUILDING CROSS-SECTION THRU ENTRY 41� P R 0 j E C T : 2519 DRAWN BY: MA D A T E : 10.10.06 R E V I S 10 PRICING 05.22.07 PERMIT 06 .14.07 A, REV. PERMIT 08.17.07 CID 08.31.07 11.28.07 ;X111 I 1911 ki 10 S 1 , BUILDING CROSS-SECTION THRU ENTRY SIDE VENT f OR AC CONDENSER Lz .j evi � CROSS-SECTION THRU GAME ROOM ULJ m. FIREPILACE FLUE ENCLOSURE wl STEEL MESH ON 4 SIDES CABINET CLOSET I W/ CONCEALED DOOR ZLIVING AREA DINING AREA BEYOND BEYOND 7 7 \_CORTEN PANELS CORTEN PANELS " '—CURTAIN AV • RAPET T POC KET —3" CONC. BLJI11Up POCKET CURTAIN LO H V DECK S �L 0 v `DROP_La11%= ALLOW FOR MECHANICAL CHASE so ; A W OEM I PROVIDE 7.5 CFM MIN. (I CFM / 50sf OVER RAVEL FLR AREA) AIR EXCHANGER TO VENT —SEE C-2 FOR rf / THROUGH MECH. CHASE. UNDERDRAIN DETAIL q 76N �46&_� i I F9 I F1 I i L STONE CAP _ !` - 7­1 T.O. CHIMNEY CAP EL. 8226' 4" 7 F_ �TR FOR VENTILATION to STEEL MESH ON ALL SIDES - S IDE WEN FOR A C CONDENS R ,k AC CONDENS T.O. CHIMNEY 71 ,,NON-COMBUST. SOAPSTONE LINING IN FIREBOX LIVI - SOAPSTONE HEARTH 7 �X/ 1 —/-3' CONC. BUILt I 11, CONC. SLAB PP RE:STRUCT. �--z r-5 S6 F_ 91 E E I I1 1I =1 € STEEL BEAMS j - 9 t E 2X22 RE: STRUCT• 2 FRAMED ENTRY 7Q Aw 0) BEDRM EXISTING FND WA BEDROOM #2 BACK FILL WITH GRAVEL n' 3L N_ 7111 X PROVIDE 7,5 CFM MIN. (I CFM J 50sf r L FLR AREA) AIR EXCHANGER TO VENT THROUGH MECH. CHASE, n f , T� Nm* IF.11! 111­ 117 i ---- ('__,� CROSS- SECTION T�HR�ULIV�ING�AR�EA 1 = 1 OR �k_ �01 CORTEN PANELS- DECK SLOPE IX6 T&G SOFFITA CANTILEVERED W.P. DECK— -- -- ---- ir MLT,O.PLYWD. EL. 8198 - 11" 7 4 RYWALI. A ` ( FIXED FIRE RATED ZKITCHE GLASS K" fj BEYON 8"X8' COMBUSTION A19 DINT N VENT W/ 6" PIPE (BOTH! SIDES OF FIREPLACE)- cs CENTER HORN, W)IN SOAPSTONE FIREBOX; s, r OPEW W/ ELEC. DAMPERS FIREBRICK OR LIKE P TO FIREBOX NC BUI 3" CONC. OR_ 1 .4 ,,NON-COMBUST. SOAPSTONE LINING IN FIREBOX LIVI - SOAPSTONE HEARTH 7 �X/ 1 —/-3' CONC. BUILt I 11, CONC. SLAB PP RE:STRUCT. �--z r-5 S6 F_ 91 E E I I1 1I =1 € STEEL BEAMS j - 9 t E 2X22 RE: STRUCT• 2 FRAMED ENTRY 7Q Aw 0) BEDRM EXISTING FND WA BEDROOM #2 BACK FILL WITH GRAVEL n' 3L N_ 7111 X PROVIDE 7,5 CFM MIN. (I CFM J 50sf r L FLR AREA) AIR EXCHANGER TO VENT THROUGH MECH. CHASE, n f , T� Nm* IF.11! 111­ 117 i ---- ('__,� CROSS- SECTION T�HR�ULIV�ING�AR�EA 1 = 1 OR �k_ �01 CORTEN PANELS- DECK SLOPE IX6 T&G SOFFITA CANTILEVERED W.P. DECK— -- -- ---- ir MLT,O.PLYWD. EL. 8198 - 11" BEDROOM #1 F12_61 CONC, PATIO 3" CONC. BUILD-UP SLOPE 4// WRAP CONCRETE PANELS FOR CEIL BELOW J WATER LEVEL OVER GRAVEL b, (—SEE C-2 FOR UNDERDRAIN DETAIL `7 1 g E, 1 1 7 g � 74 7 H! 1H j - 77 _ 1 -_l 1/4` = 11-0#A A ` ( /h 10 o cs c:* t= 0� Co. 1 .4 ca BEDROOM #1 F12_61 CONC, PATIO 3" CONC. BUILD-UP SLOPE 4// WRAP CONCRETE PANELS FOR CEIL BELOW J WATER LEVEL OVER GRAVEL b, (—SEE C-2 FOR UNDERDRAIN DETAIL `7 1 g E, 1 1 7 g � 74 7 H! 1H j - 77 _ 1 -_l 1/4` = 11-0#A LLT.O.PLYWD. EL. 8188' - 0" WATER LEVEL HOT TUB PER f-7 LANDSCAPE ARCHITECT SEE SITE PLAN FOR J III POND SIZE LOCATION 1 7-1' 7 T r 77- ki Wl HOT TUB T.O.SLAA Z EL. 8181'- 0" _7 7_1 11 III 11 IL II 1_11177 'Ll I - LA� C**4 J I %0 T.O. PARAPET J, EL. 8215'- 11" T T.O.PLYWD. k EL. 8198' - 11 MLT.O.PLYWD. EL. 8198'- 3" LL T.O.PLYW" EL, 8188'- 0'. A ` ( /h 10 LLT.O.PLYWD. EL. 8188' - 0" WATER LEVEL HOT TUB PER f-7 LANDSCAPE ARCHITECT SEE SITE PLAN FOR J III POND SIZE LOCATION 1 7-1' 7 T r 77- ki Wl HOT TUB T.O.SLAA Z EL. 8181'- 0" _7 7_1 11 III 11 IL II 1_11177 'Ll I - LA� C**4 J I %0 T.O. PARAPET J, EL. 8215'- 11" T T.O.PLYWD. k EL. 8198' - 11 MLT.O.PLYWD. EL. 8198'- 3" LL T.O.PLYW" EL, 8188'- 0'. P R O J E C T : 2519 DRAWN BY: MA DATE: 10,10,06 R E V I S 10 N S PRICING 05.22.07 PERMIT 06.14.07 REV. PERMIT 08.17.07 CD 08.31.07 11.28.07 a F' TF I .j .j O ct P R O J E C T : 2519 DRAWN BY: MA DATE: 10,10,06 R E V I S 10 N S PRICING 05.22.07 PERMIT 06.14.07 REV. PERMIT 08.17.07 CD 08.31.07 11.28.07 a F' TF I A FIREPLACE FLUE ENCLOSURE w/ STEEL MESH ON 4 SIDES ULT.O. PARAPET EL, 8221' - 0" O L UL T.O.PLYWD. r EL 8219' - 6" ; q , Lolaygom i. 8200' - 6" ,J-, MLT.O.PLYWD. TEL. 8196'- 11" r J, LLT.O.PLYWC). EL 8189'- 3 LLT.O.SLAB Argiff !Tr:T--�& /X so BEDROOM #4 BATH r-3"CONC. BUILD-U4 LOFT FRO 3* CONC. BUILD-UP 9 F4 , V X"X ' HEATED STONE DECK LANDING 300] q Tm ARLENE c CHASE FOR Mfr EXHAUST 77 77 77.7 77 BATH cp� t.j AOL 2X10 WALL FOR WALL MOUNT TOILET' FUR OUT WALL Eo 1ALINDRY 210 r NTRY--- 208 BELOW • CABINET FOR 771, fi f _ � . . _, �_ .. . _ _. -� PLUMBING 3 CONC. BUILD -UP /X so BEDROOM #4 BATH r-3"CONC. BUILD-U4 LOFT FRO 3* CONC. BUILD-UP 9 F4 , V DININ-ft I FIXED FIRE RATED GLASS KITCHEN r 7 FAI T.Q. CHIMNEY CAP OI L EL. 8226 - 4" T T.O. CHIMNEY 4, EL. 8223'- 2" T T.O. PARAPET FLASHING EL. 8215'- 11" T.O.PLYWD. EL. 8213'- 1 f lryf I ��wfrsl ING P0 14G STOR. KITCHENE17E MEDIA RM Fl 67 PROVIDE 7.5 CFM MIN. (1 CFM / 50sf VAPOR RETARDER FLR AREA) AIR EXCHANGER TO VENT OVER GRAVEL THROUGH MECH. CHASE, SEE C-2 FOR ' FUNDERDRAIN DETAIL 'T OVER GRAVEL SEE C-2 FOR UNDERDRAIN DETAIL r N "Q; OVER GRAVEL R L SEE C-2 FOR UNDERDRAIN DETAIL 3 A L Iff 7 BEDRM HALL E 119 t BATH II II I SHOWER f-3' CONC. BUILD-UP PROVIDE 7.5 CFM MIN. (I CFM I 50sf FLR AREA) AIR EXCHANGER TO VENT THROUGH MECH. CHASE, LONGITUDINAL SECTION THRU KITCHEN / DINING 1/4" = l'-O" Am q Tm CHASE FOR EXHAUST HOOD VENT DININ-ft I FIXED FIRE RATED GLASS KITCHEN r 7 FAI T.Q. CHIMNEY CAP OI L EL. 8226 - 4" T T.O. CHIMNEY 4, EL. 8223'- 2" T T.O. PARAPET FLASHING EL. 8215'- 11" T.O.PLYWD. EL. 8213'- 1 f lryf I ��wfrsl ING P0 14G STOR. KITCHENE17E MEDIA RM Fl 67 PROVIDE 7.5 CFM MIN. (1 CFM / 50sf VAPOR RETARDER FLR AREA) AIR EXCHANGER TO VENT OVER GRAVEL THROUGH MECH. CHASE, SEE C-2 FOR ' FUNDERDRAIN DETAIL 'T OVER GRAVEL SEE C-2 FOR UNDERDRAIN DETAIL r N "Q; OVER GRAVEL R L SEE C-2 FOR UNDERDRAIN DETAIL 3 A L Iff 7 BEDRM HALL E 119 t BATH II II I SHOWER f-3' CONC. BUILD-UP PROVIDE 7.5 CFM MIN. (I CFM I 50sf FLR AREA) AIR EXCHANGER TO VENT THROUGH MECH. CHASE, LONGITUDINAL SECTION THRU KITCHEN / DINING 1/4" = l'-O" • R 0 : 2519 DRAWN BY-. MA D A T E : 10.10.01i R E V I S I O N S . PRICING 05.22.07 PERMIT 06 .14.07 As REV. PERMIT 08.17.07 CD 08 .31.07 11.28.07 a 9 01 8%ft 9 1 , ae r-4 cp� t.j AOL -WON • • R 0 : 2519 DRAWN BY-. MA D A T E : 10.10.01i R E V I S I O N S . PRICING 05.22.07 PERMIT 06 .14.07 As REV. PERMIT 08.17.07 CD 08 .31.07 11.28.07 a 9 01 8%ft 9 1 , AOL -WON • R 0 : 2519 DRAWN BY-. MA D A T E : 10.10.01i R E V I S I O N S . PRICING 05.22.07 PERMIT 06 .14.07 As REV. PERMIT 08.17.07 CD 08 .31.07 11.28.07 a 9 01 8%ft 9 1 , rol\ T.O.SIDING EL.8212'-1 IN COPING DRIP EDGE OVER MEMBRANE t L T.O. FRMG CEDAR SIDING WITH 5"' FACE DIM CEDAR FURRING FOR CONT. VENT 2" ZEE FRMG 2" INSUL WALL MGMB. FOR CONT AIR BARRIER T.O. PAVING EL. 8208' -3" SLOPED 1'712" T.O. PLY DECK EL. 8207'- 10" POLYURETHANE SPRAY APPLIED INSULATION W • CONC L , EL. I :201 ml 9 111 4 T.O. SLAB EL. 8198 -11" HOOK STRIP /— LAP WALL MEMB. OVER PARAPET WALL INFILL FRAMING I ALUM. COPING 2 LAYERS J" PLY BLOCKING WALL MEMB. FOR CONT AJR BARRIER I" INSUL. PLY CONT. BL MEMB. PARAPET FLASHING I WALL MEMB. FOR CONT BARRIER I" INSUL. W/ 3/4" PLY CONT. BLOCKING WALL MEMB CEDAR 3/4" FURRING FOR CONT. VENT —CEDAR SIDING FACE DIM 5 a — MEMB. ROOF FLASHING BELOW METAL FLASH — ALUM C'FLG./PARAPET FLASHING; S TONE PAVING TED STO H FINISH TOPPING Y DE K 3/4" PLY C & EPER SL SLOPE PL 6' SL S 0 1/8'. P 0 T To SLOPED 1/8" PER FOOT TO DRAIN 4/0 ,_ FLWOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS 3/4" PLY. DECK. SEE STRUCTURAL =IQUID APPLIED ROOF MEMB. Wl FABRI* REINFORCING. PROVIDE DOUBLE 'tEINFORCING @ SUBSTRATE JOINTS %EE RCP FOR CLNG FINISH INFO MTL CORNER DRYWALL TRIM SILL FRAMING 5 111 2 4 FURR OUT WALL AS REQD TO ACCOMMODATE 4 FINISHES & ELECTRIC SERV. SEE PLAN 3" FINISH TOPPING SEE FINISH PLAN FOR MATERIAL 4 4 'I. - 4, < < A WALL SECTION- LAUN AND DECK SOUTH SCALE 3"=l'-0" T.O. SIDING EL. 8212'- 1 1/4" COPING DRIP EDGE OVER FELTS T.O. FRMG EL.8211'-9 3/4" CEDAR SIDING WITH 51" FACE DIM CEDAR J" FURRING FOR CONT. VENT 2" ZEE FRAMING 2" INSUL. WALL MEMB. FOR CONT AI R BARRIER T.O. PLY DECK 'Ir _TL. 820 10" 2" ZEE FRAMING LAP WALL MEMB. OVER ALUM TRIM TO WEEP ALUM. DRIP KEEPER SIDING JOINT/ R.O. 8269 7 -61" L. 8209" p0 , ALUM. HEAD TRIM Z -t ch CL h 9 -! WINDOW SYSTEM I ALUM. JAMB TRIM' BEYOND ALUM. SILL TRIM END DAM BEYOND WALL MEMB. FOR CONT. AIR BARRIER, EX I END INTO SI LL - JAMB SIM. R.O. EL. 8201' +1 EXT. SIDING JOINT 8201 -10 3/4" KEEPER 2" ZEE FRMG TO CONC WALL EL. 9201 CEDAR SIDING 31. 4 VENT ------ 4" CEDAR FURRING 2" INSUL WALL MEMB. FOR CONT AIR BARRIER WD BLOCKING WALL MEMBRANE LAP ED FLR OVER ST. STL. TRIM — EL. 8200 " 7 9" WEEP---,,, J B.0 SIDING 'Rr EL. 8200'-7" ML PLY EL. 8200 - 6" PERFORATED TRIM; LAP WALL MEMB. OVER VERT. LEG GRADE VARIES: EL. 82_0W - 3"± CONCRETE WALL SHEATHING \-W•OD BLOCKING SEE ROOF PLAN FOR WD THICKNESS 3/4" PLY. DECK. SEE STRUCTURAL LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING @ SUBSTRATE JOINTS TAPERED ROOF INSUL,W/ 5/8" TYPE X GYP.SHEATHING SIM. • DENS DECK 1/8" PER FOOT SLOPE TO DRAIN POLYURETHANE SPRAY APPLIED INSULATION EE P FOR CLNG FINISH INFO MTL CORNER DRYWALL TRIM SILL FRAMING FURR OUT WALL AS REQ'D TO ACCOMMODATE FINISHES & ELECTRIC SERV. SEE PLAN It I t f-I 111i r. 1 1 T T.O. SIDING EL. 8212':1 COPING DRIP EDGE OVER FELTS T.O. FRMG EL.8211'-9 3/4" CEDAR SIDING WITH 5 FACE DIM CEDAR$" FURRING 4 FOR CONT. VENT 2" ZEE FRAMING 24" OX 2" INSUL. WALL MEMB. FOR CONT AIR BARRIER TO CONC WALL 4 F — EL. 8201i CEDAR SIDING J" CEDAR FURRING - FOR CONT. VENT 2" INSUL & 2" ZEES @ 24" O.C. WALL MEMB. FOR CONT BARRIER WD BLOCKING WALL MEMBRANE LAP "ED OVER ST. STL, TRIM r L FLR 'Ir EC. 8260 9" B.O SIDING WEEP EL. 8200'-7" ML PLY EL. 8200'- 6 PERFORATED TRIM; LAP WALL MEMB. OVER VERT. LEG GRADE 74 VARIES: _EL. 820_0_ - XT END ATE PROOFING UP OVER :ONC RM! W/ I IAST) ' . & TERM. BAR AS EQUI IED : 2ILSTAINI ES L. RIM; 18 GA. 2" FOU DATION INSULATION WATERPROOFING b DRAIN BD. CONCRETE WALL - T.O. PLY DECK EL. 8210'- 10" El imam w- WALL INFILL FRAMING SHEATHING ALUM. COPING 2 LAYERS J" PLY BLOCKING CONT. 3/4" PLY BLKG C'FLG./PARAPET FLASHING; ALUM. MEMB. ROOF FLASHING BELOW METAL FLASH BALLAST FILTER F'k-WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS 3/4" PLY. DECK. SEE STRUCTURAL LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING @ SUBSTRATEJOINTS, TAPERED ROOF INSULW/ 5/8" TYPE X GYP.SHEATHING SIM. TO DENS DECK. PER FOOT SLOPE TO DRAIN POLYURETHANE SPRAY APPLIED INSULATION �SEE RCP FOR CLNG FINISH INFO MTL CORNER DRYWALL TRIM . 4 4 5 2 FURR OUT WALL AS REQD TO ACCOMMODATE 4 FINISHES & ELECTRIC SERV. SEE PLAN 3" FINISH TOPPING SEE FINISH PLAN FOR MATERIAL 4 4 'I. - 4, < < A WALL SECTION- LAUN AND DECK SOUTH SCALE 3"=l'-0" T.O. SIDING EL. 8212'- 1 1/4" COPING DRIP EDGE OVER FELTS T.O. FRMG EL.8211'-9 3/4" CEDAR SIDING WITH 51" FACE DIM CEDAR J" FURRING FOR CONT. VENT 2" ZEE FRAMING 2" INSUL. WALL MEMB. FOR CONT AI R BARRIER T.O. PLY DECK 'Ir _TL. 820 10" 2" ZEE FRAMING LAP WALL MEMB. OVER ALUM TRIM TO WEEP ALUM. DRIP KEEPER SIDING JOINT/ R.O. 8269 7 -61" L. 8209" p0 , ALUM. HEAD TRIM Z -t ch CL h 9 -! WINDOW SYSTEM I ALUM. JAMB TRIM' BEYOND ALUM. SILL TRIM END DAM BEYOND WALL MEMB. FOR CONT. AIR BARRIER, EX I END INTO SI LL - JAMB SIM. R.O. EL. 8201' +1 EXT. SIDING JOINT 8201 -10 3/4" KEEPER 2" ZEE FRMG TO CONC WALL EL. 9201 CEDAR SIDING 31. 4 VENT ------ 4" CEDAR FURRING 2" INSUL WALL MEMB. FOR CONT AIR BARRIER WD BLOCKING WALL MEMBRANE LAP ED FLR OVER ST. STL. TRIM — EL. 8200 " 7 9" WEEP---,,, J B.0 SIDING 'Rr EL. 8200'-7" ML PLY EL. 8200 - 6" PERFORATED TRIM; LAP WALL MEMB. OVER VERT. LEG GRADE VARIES: EL. 82_0W - 3"± CONCRETE WALL SHEATHING \-W•OD BLOCKING SEE ROOF PLAN FOR WD THICKNESS 3/4" PLY. DECK. SEE STRUCTURAL LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING @ SUBSTRATE JOINTS TAPERED ROOF INSUL,W/ 5/8" TYPE X GYP.SHEATHING SIM. • DENS DECK 1/8" PER FOOT SLOPE TO DRAIN POLYURETHANE SPRAY APPLIED INSULATION EE P FOR CLNG FINISH INFO MTL CORNER DRYWALL TRIM SILL FRAMING FURR OUT WALL AS REQ'D TO ACCOMMODATE FINISHES & ELECTRIC SERV. SEE PLAN It I t f-I 111i r. 1 1 T T.O. SIDING EL. 8212':1 COPING DRIP EDGE OVER FELTS T.O. FRMG EL.8211'-9 3/4" CEDAR SIDING WITH 5 FACE DIM CEDAR$" FURRING 4 FOR CONT. VENT 2" ZEE FRAMING 24" OX 2" INSUL. WALL MEMB. FOR CONT AIR BARRIER TO CONC WALL 4 F — EL. 8201i CEDAR SIDING J" CEDAR FURRING - FOR CONT. VENT 2" INSUL & 2" ZEES @ 24" O.C. WALL MEMB. FOR CONT BARRIER WD BLOCKING WALL MEMBRANE LAP "ED OVER ST. STL, TRIM r L FLR 'Ir EC. 8260 9" B.O SIDING WEEP EL. 8200'-7" ML PLY EL. 8200'- 6 PERFORATED TRIM; LAP WALL MEMB. OVER VERT. LEG GRADE 74 VARIES: _EL. 820_0_ - XT END ATE PROOFING UP OVER :ONC RM! W/ I IAST) ' . & TERM. BAR AS EQUI IED : 2ILSTAINI ES L. RIM; 18 GA. 2" FOU DATION INSULATION WATERPROOFING b DRAIN BD. CONCRETE WALL - T.O. PLY DECK EL. 8210'- 10" El imam w- WALL INFILL FRAMING SHEATHING ALUM. COPING 2 LAYERS J" PLY BLOCKING CONT. 3/4" PLY BLKG C'FLG./PARAPET FLASHING; ALUM. MEMB. ROOF FLASHING BELOW METAL FLASH BALLAST FILTER F'k-WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS 3/4" PLY. DECK. SEE STRUCTURAL LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING @ SUBSTRATEJOINTS, TAPERED ROOF INSULW/ 5/8" TYPE X GYP.SHEATHING SIM. TO DENS DECK. PER FOOT SLOPE TO DRAIN POLYURETHANE SPRAY APPLIED INSULATION �SEE RCP FOR CLNG FINISH INFO MTL CORNER DRYWALL TRIM . FURR OUT WALL AS REQD To ACCOMMODATE FINISHES & ELECTRIC SERV. SEE PLAN 3" FINISH TOPPING SEE FINISH PLAN FOR MATERIAL 4 ifilausim 4 5 2 Qv 4 t= 4 tie 4 LLJ =2 -.4 r- GYM FURR OUT WALL AS REQD To ACCOMMODATE FINISHES & ELECTRIC SERV. SEE PLAN 3" FINISH TOPPING SEE FINISH PLAN FOR MATERIAL 4 ifilausim ow. IN Qv t= tie LLJ =2 -.4 r- GYM LAJ Oct wj PRO] E CT: 2519 DRAWN BY: 4 .A D A T E CD 1 I.. R E V I S I O N S : 11.28.07 ow. IN Qv tie GYM LAJ Oct wj PRO] E CT: 2519 DRAWN BY: D A T E CD 08-31.07 R E V I S I O N S : 11.28.07 ow. IN W/ MASTIC & TERM. BAR • REQUIRED T.O.EXISTCONC WALL 8197- 7 1/2"(VERIFY) 2" FOUNDATION INSUL. EXIST. CONCRETE WALL WTHWINSM EL. 8198'-Il 3/8" STONE VENEER 1" AIRSPACE - WEEP @ VERT. JOINTS 'r T.O.PANEL LAP WALL MEMB. OVE -HOOK STRIP 6 HOOK WALL MEMB. L T.O. SIDING OVER PARAPET EL. 8221'- 1" SIDING JOINT -,HOOK EL. 8209 - 2 1/4" STRIP ALUM. COPING EL. 8216 -1" COPING DRIP EDGE J T.O.PARAPET FRMG IV EL. 8215 -11" STAINLESS STL. FAST. PNTD TO MATCH PANEL KEEPER WEEP ALUM. COPING T.O. SIDING 2 LAYERS all PLY EL. 8220 4 -411/2" BLOCKING COPING DRIP EDGE — OVER MEMBRANE WD BLOCKING, j GAP DOOR SYSTEM ALUM. HEA D TRIM c> LAP WALL MEMB, OVER PARAPET 2 LAYERS J" PLY BLOCKING I M ALUM. JAMB TRIM tie 4 CEMENT BD. ............ .. END DAM BEYOND @ 16"O.C. TO ALLOW WALL MEMB. FOR CONT. T.O. STONE PANEL EL. 8226'-4" AIR BARRIER; EXTEND mwj 1" HAT FRAMING; HORIZONTAL & VERTICAL JOINTS WALL MEMB. PLY SHEATHING r L _j R.O. I CONT. 314" PLY BLKG CAVITY VENT CFLG./PARAPET CEDAR SIDING FLASHING; ALUM. WITH 5" FACE DIM j MEMB. ROOF FLASHING CEDAR 2X" FURRING BELOW ALUM. FLASH FOR CONT. VENT WALL MEMB. FOR CONT BARRIER r L EXT. SIDING JOINT qV I WALL INFILL FRA141NG JU -o—C'FLG./PARAPET FLASHING; ALUM. BELOW METAL FLASH —MEMB. ROOF FLASHING BALLAST KEEPER MEMBRANE WALL t1QfBR&VE S.S. VENEER ANCHOR FLASHING STONE VENEER SILL FRAMING R ALUM. PAR PLY SHEATHING 1" AIR SPACE FLASHING/I. C> FILTER L/ O CONT. BARRIER 4 .4 CONT, WALL FRAMING & VEN EE FINISH PLAN & INT. ELEV FLASHING,EXTEND WALL INSULAtTION STRAP FABRIC ANCHOR 3/4 R35 ROOF MR35 ROOF CEMENT BD. STAINLESS SILT MEMB. OVER FLASHING, WALL INFILL FRAMING BALLAST 1" AIR SPACE L INSUL. INSUL. a ct FASTENERS PNTD WALL MEMB, FILTER FABRIC WEEP @ VERT. JOINTS SHEATHING TO MATCH PANEL L LIQUID APPLIED ROOF MEMB. ADJUSTABLE ANCHOR MORTAR NEOPRENE/EPDM I ROD &SEALANT W/ FABRIC REINFORCING. PROVIDE T.O. PLY DECK JOINT GASKET 1"HAT FRAMING zi ........ DOUBLE REINFORCING AT SUBSTRATE JOINTS T.O. PLY EL. 8219 6" fill MEMBRANE v 7 WALL MEMB. FOR �A � CONT. BARRIER : . POLYURETHANE, SPRAY R R F APPLIED INSULATION S @ RIMS C-1 CONT. 1" BEAD OF D BLOCKING SEE ROOF LAN FOR WD THICKNESS 3/4" PLY. DECK. SEE STRUCTURAL UNCURED NEOPRE PLY SHEATHING STAINLESS STONE SUP PORT STL ANGLE LIQUID APPLIED ROOF MEMB. LIQUID VERT. & HORIZ• 4 NG POLYURETHANE SPW W/ FABRIC REINFORCING. PROVIDE W/ EINFORCING AT SUBSTRA TEJOINTS ' 94?�W Fl& JOINT DETAIL APPLIED INSULATION TAPE ROOF INSUL.W/ 518" TYPE X V \: WALL GYP.SHEA THING SIM. TO DENS DECK. of =1 I -011 SIDING JOINT R.O. SCALE 6 J PIAMI ff .1u NN I PER FQOT SLOPE TO DRAIN IV EL. 8213 -11" �11 I IV I v 171 X TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. TO DENS DECK. PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF P FOR WD THICKNESS @ PERIMET PLY. DECK SEE STRUCTURA POLYURETHANE SPRAY APPLIED INSULATION I NO 0 KEEPER TO WEEP R.OPNG LAP WALL MEMB. OVE EL. 8209'- 4 1/4" z SIDING JOINT CL EL. 8209 - 2 1/4" o In ALUM. DRIP rr SIDING JOINT/ R.O. EL.8218'_1­ KEEPER WEEP tD Z DOOR SYSTEM ALUM. HEA D TRIM c> EE RCP FOR CLING FINISH INFO -,,-VAPOR RETARDER PNTD GYP.BD WINDOW HEADER VAPOR RETARDER MTL CORNER DRYWALL TRIM 7 4 I LAP WALL MEMB. OVE 4 KEEPER • WEEP ALUM. DRIP TRIM �SEE RCP • KEEPER rr SIDING JOINT/ R.O. EL.8218'_1­ — STONE COPING WEEP tD Z F4 EL OD ALUM. HEA D TRIM c> AND KEEPER I M ALUM. JAMB TRIM tie 4 "—PNTD GYP.BD zk ON - 9 _ ro* I I 2 It 101 MENWA-0 blu WALL SECTION-DINING R M H & TERRACE SCALE 3"=V-0 T.O. PLY DECK WALL MEMB. FOR CONT AI R BA2,21 ER POLYURETHANE SPRAY APPLIED INSULATION @ RIMS LAP WALL MEMB. OVER KEEPER TO WEEP WD BLOCKING, j GAP @ 16"O.C. - TO ALLOW CAVITY VENT ALUM. DRIP KEEPER SIDING JOINT / R.O. L. 8209'- 6 WEEP N 0- N ALUM. HEAD TRIM AND KEEPER cr_ WINDOW SYSTEM ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ END DAM BEYOND WALL MEMB. FOR CONT. AIR BARRIER; EXTEND INTO SILL -JAMB SIM. R.O. L. 8202 - 9" EXT. SIDING JOINT 8202 - 8 1/2" KEEPERS WALL MEMBRANE CEDAR SIDING I J" VENT 2x CEDAR FURRING PLY WALL SHEATHING WALL MEMBRANE 2X WD. FURRING @ STUDS FOR CONT. VENT BEHIND WD SIDING T.O.FIN.SLAS EL. 8199' MEMBRANE LAPPED OVER BLKG & ST. STL. TRIM WD BLOCKING, i GAP 0 16"O.C. T.O.STRUCT.SLAg ALLOW CAVITY VENT EL. 8198 -11" EXT. SIDING JOINT 8198 -10 1/4" PERFORATED TRIM; LAP WALL MEMB. OVER VERT. LEG 12" STAINLESS STL. TRIM; 18 GA. J GRADE 8198` -6 " +- 2" FO NDATION INSUL. E) N BOARD. WATE RPR O DFI G EXTEN UP WALL AND FOINTIW/ MK 44 I & � 154 4 C UIREo I �,,VAPOR RETARDER PNTD GYP.BD WINDOW HEADER PLY BLOCKING MTLCORNER DRYWALL TRIM Is m. ILL FRAMING --VAPOR RETARDER SEE FINISH PLAN & INT. ELEV FOR WALL, BASE & FLOOR INFORMATION SILL FRAMING TOPPING FINISH INFO MTL CORNER DRYWALLTRIM WINDOW HEADER .' �PNTD GYP.BD MTL CORNER DRYWALL TRIM MTL CORNER DRYWALL TRIM 5ILL FRAMING AD SILL FRAMING STAINLESS STL ANCHOR \-EXTEND INSUL 48" ABOVE & BELOW GRADE 1/4" JOINT, WITH ROD & SEALANT INSIDE CONC WALL BEYOND T.O.CONC.WALL EL. 8203'- 6" POINT W/ MASTIC LAP WALL MEMB.OVER WATERPROII MEMB; EXTEND TO WEEP PLY SHEATHING ALUM. PARAPET FLASH ING/C'FLASH METAL SLEEVE FLASHING FILTER FABRIC & BALLAST BA c" LLF A S ROOF S Sy YSTEM MEMBRANE- G FLASHING 7 m LAP WALL MEMB. OVE LJLMJ KEEPER • WEEP ALUM. DRIP TRIM �SEE RCP • KEEPER rr SIDING JOINT/ R.O. EL.8218'_1­ — STONE COPING WEEP tD Z F4 EL OD ALUM. HEA D TRIM c> AND KEEPER I M ALUM. JAMB TRIM tie BYOND E "—PNTD GYP.BD ALUM. SILL TRIM W/ END DAM BEYOND WD CANT WALL MEMB. FOR CONT. T.O. STONE PANEL EL. 8226'-4" AIR BARRIER; EXTEND mwj INTO SI LL - JAMB SI M. r L _j R.O. 1w( '\EL.8210'-O" t_x r L EXT. SIDING JOINT qV 8209'- 11 1/2" ROD & SEALANT KEEPER MEMBRANE WALL t1QfBR&VE T.O. PLY DECK WALL MEMB. FOR CONT AI R BA2,21 ER POLYURETHANE SPRAY APPLIED INSULATION @ RIMS LAP WALL MEMB. OVER KEEPER TO WEEP WD BLOCKING, j GAP @ 16"O.C. - TO ALLOW CAVITY VENT ALUM. DRIP KEEPER SIDING JOINT / R.O. L. 8209'- 6 WEEP N 0- N ALUM. HEAD TRIM AND KEEPER cr_ WINDOW SYSTEM ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ END DAM BEYOND WALL MEMB. FOR CONT. AIR BARRIER; EXTEND INTO SILL -JAMB SIM. R.O. L. 8202 - 9" EXT. SIDING JOINT 8202 - 8 1/2" KEEPERS WALL MEMBRANE CEDAR SIDING I J" VENT 2x CEDAR FURRING PLY WALL SHEATHING WALL MEMBRANE 2X WD. FURRING @ STUDS FOR CONT. VENT BEHIND WD SIDING T.O.FIN.SLAS EL. 8199' MEMBRANE LAPPED OVER BLKG & ST. STL. TRIM WD BLOCKING, i GAP 0 16"O.C. T.O.STRUCT.SLAg ALLOW CAVITY VENT EL. 8198 -11" EXT. SIDING JOINT 8198 -10 1/4" PERFORATED TRIM; LAP WALL MEMB. OVER VERT. LEG 12" STAINLESS STL. TRIM; 18 GA. J GRADE 8198` -6 " +- 2" FO NDATION INSUL. E) N BOARD. WATE RPR O DFI G EXTEN UP WALL AND FOINTIW/ MK 44 I & � 154 4 C UIREo I �,,VAPOR RETARDER PNTD GYP.BD WINDOW HEADER PLY BLOCKING MTLCORNER DRYWALL TRIM Is m. ILL FRAMING --VAPOR RETARDER SEE FINISH PLAN & INT. ELEV FOR WALL, BASE & FLOOR INFORMATION SILL FRAMING TOPPING FINISH INFO MTL CORNER DRYWALLTRIM WINDOW HEADER .' �PNTD GYP.BD MTL CORNER DRYWALL TRIM MTL CORNER DRYWALL TRIM 5ILL FRAMING AD SILL FRAMING STAINLESS STL ANCHOR \-EXTEND INSUL 48" ABOVE & BELOW GRADE 1/4" JOINT, WITH ROD & SEALANT INSIDE CONC WALL BEYOND T.O.CONC.WALL EL. 8203'- 6" POINT W/ MASTIC LAP WALL MEMB.OVER WATERPROII MEMB; EXTEND TO WEEP PLY SHEATHING ALUM. PARAPET FLASH ING/C'FLASH METAL SLEEVE FLASHING FILTER FABRIC & BALLAST BA c" LLF A S ROOF S Sy YSTEM MEMBRANE- G FLASHING 7 m RMING IUCT LJLMJ �SEE RCP FOR CLNG — STONE COPING FINISH INFO MTL CORNEF SETTING BED c> o I M moo tie t "—PNTD GYP.BD WD CANT T.O. STONE PANEL EL. 8226'-4" mwj e%n II Lu j VAPOR RETARDER PNTD GYP.BD 1" AIR SPACE t_x EL, 8226'-2 1/2" 8" CONC. J ROD & SEALANT MEMBRANE S.S. VENEER ANCHOR FLASHING STONE VENEER SILL FRAMING R ALUM. PAR NPET 1" AIR SPACE FLASHING/I. C> WALL MEMB. LAPPED X OVER PARAPET FOR O CONT. BARRIER 4 .4 CONT, WALL FRAMING & VEN EE FINISH PLAN & INT. ELEV FLASHING,EXTEND WALL INSULAtTION STRAP ANCHOR 3/4 CONT. BLKI: FOR WALL, BASE & FLOOR MEMB. OVER FLASHING, 1" AIR SPACE a ct ro WALL MEMB, INFORMATION WEEP @ VERT. JOINTS RMING IUCT LJLMJ �SEE RCP FOR CLNG — STONE COPING FINISH INFO MTL CORNEF SETTING BED c> D RYWALL TP V. RETARDER I M moo tie t "—PNTD GYP.BD WD CANT T.O. STONE PANEL EL. 8226'-4" mwj e%n II T.O. PARAPET FRMG VAPOR RETARDER PNTD GYP.BD 1" AIR SPACE EL, 8226'-2 1/2" 8" CONC. J ROD & SEALANT MEMBRANE S.S. VENEER ANCHOR FLASHING STONE VENEER SILL FRAMING R ALUM. PAR NPET 1" AIR SPACE FLASHING/I. C> WALL MEMB. LAPPED X OVER PARAPET FOR CONT. BARRIER CONT, WALL FRAMING & VEN EE FINISH PLAN & INT. ELEV FLASHING,EXTEND WALL INSULAtTION STRAP ANCHOR 3/4 CONT. BLKI: FOR WALL, BASE & FLOOR MEMB. OVER FLASHING, 1" AIR SPACE a ct ro WALL MEMB, INFORMATION WEEP @ VERT. JOINTS SHEATHING 4 < 4 • Q ST:)NESUPPORT 4 E 20" 0" . UN ONI-�_ AT k XTEIS D UP TO TERM BAR RAIt BOAaD..__ 4 FOYNDATION < 4 A SuLtToAI� �2, -MALL SECTION-KITCHEP & LOFT-SOUTH -�A o SCALE 3"=V-0- 8 METAL BOILER VENT — STONE COPING SETTING BED S.S. DOWEL & STONE VENEER ANCHOR WD CANT T.O. STONE PANEL EL. 8226'-4" ROD & SEALANT T.O. PARAPET FRMG VAPOR RETARDER PNTD GYP.BD 1" AIR SPACE EL, 8226'-2 1/2" 8" CONC. J ROD & SEALANT MEMBRANE S.S. VENEER ANCHOR FLASHING STONE VENEER SILL FRAMING R ALUM. PAR NPET 1" AIR SPACE FLASHING/I. WALL WALL MEMB. LAPPED X OVER PARAPET FOR CONT. BARRIER CONT, WALL FRAMING & VEN EE FINISH PLAN & INT. ELEV FLASHING,EXTEND WALL INSULAtTION STRAP ANCHOR 3/4 CONT. BLKI: FOR WALL, BASE & FLOOR MEMB. OVER FLASHING, 1" AIR SPACE ro WALL MEMB, INFORMATION WEEP @ VERT. JOINTS SHEATHING WALL CAVITY INSUL STAINLESS STIL. ADJUSTABLE ANCHOR MORTAR ROD &SEALANT T.O. PLY DECK EL. 8219 - III zi ........ MEMBRANE v FLASHING & . C-1 CONT. 1" BEAD OF UNCURED NEOPRE 4E STAINLESS STONE SUP PORT STL ANGLE 4 NG POLYURETHANE SPW 4 < 4 • Q ST:)NESUPPORT 4 E 20" 0" . UN ONI-�_ AT k XTEIS D UP TO TERM BAR RAIt BOAaD..__ 4 FOYNDATION < 4 A SuLtToAI� �2, -MALL SECTION-KITCHEP & LOFT-SOUTH -�A o SCALE 3"=V-0- P R O J E C T ; 2519 D R A W N BY: Of A T E : CID 08-31.07 R E V I S I O N S : 11.28.07 8 METAL BOILER VENT — STONE COPING SETTING BED S.S. DOWEL & ANCHOR WD CANT T.O. STONE PANEL EL. 8226'-4" ROD & SEALANT T.O. PARAPET FRMG CTLASHING INSERT EL, 8226'-2 1/2" ROD & SEALANT MEMBRANE S.S. VENEER ANCHOR FLASHING STONE VENEER R ALUM. PAR NPET 1" AIR SPACE FLASHING/I. "FLASH WALL MEMB. LAPPED X OVER PARAPET FOR CONT. BARRIER CONT, WALL FRAMING & VEN PLY SHEATHING INSULAtTION STRAP ANCHOR 3/4 CONT. BLKI: STONE VENEER 1" AIR SPACE ro WALL MEMB, SHEATHING WALL CAVITY INSUL STAINLESS STIL. ADJUSTABLE ANCHOR 77�* ROD &SEALANT T.O. PLY DECK EL. 8219 - III MEMBRANE v FLASHING & C-1 CONT. 1" BEAD OF UNCURED NEOPRE 4E CORNERS *—SHEATH NG POLYURETHANE SPW APPLIED INSULATION fill[ WALL PIAMI P R O J E C T ; 2519 D R A W N BY: Of A T E : CID 08-31.07 R E V I S I O N S : 11.28.07 STONE PAVING HEATED BED SLOPE • DRAJN 'g" PER FO 2" INSUL WATERPROOF MEMB I" AIRSPACE T.0 FIN.STONr= 8198'-Il 3/8" STONE VENEER 2" INSUL. WEEP @ VERT. JOINTS T.O. SLAB Ai MORTAR SrAINLESS STL ANGLE STONE •'i• d 4 4 tl w MR WA < STRUCT. STL.��' ANGLE BASE. SEE STRUCT 2" INSULATION DRAIN BOARD WATERPROOF'G EXTEND OVER WALL, POINT W/ MASTIC & TERM. BAR AS REQUIRED 614:Wliftliall T.O.PLY PLY SHEATHING LAP WALL MEMB. FOR �EL '-l" ALUM. COPING CONT. AIR BARRIER; 2 LAYERS J" PLY J T.O.PARAPET FRMG WEEP TO DRIP ' EL. 8215 -11" - 1 -LAP WALL MEMB. 2" INSULATION STRUCT. STL.��' ANGLE BASE. SEE STRUCT 2" INSULATION DRAIN BOARD WATERPROOF'G EXTEND OVER WALL, POINT W/ MASTIC & TERM. BAR AS REQUIRED 614:Wliftliall T.O.PLY Vi SLIDING DOOR SYST. ROD & SEALANT STONE PAVING -AL. T.O.STONE . 4 4 4 T.O.PLY '60 \EL, 8198'-11" ,,,-HEATED SETTING BID WATERPROOF MEMB -J EXTEND UP CURB & INTO •• NG & OVER STEEL PLATE SILL 3/4" PLY DECK & SLEEPERS PLY SHEATHING LAP WALL MEMB. FOR �EL '-l" ALUM. COPING CONT. AIR BARRIER; 2 LAYERS J" PLY J T.O.PARAPET FRMG WEEP TO DRIP ' EL. 8215 -11" - 1 -LAP WALL MEMB. 2" INSULATION OVER PARAPET PNTD TO MATCH PANEL WALL MEMBRANE; CEMENT BD. 2 LAYERS J" PLY TO WEEP BELOW BLOCKING HORIZONTAL & OVER FLASHING VERTICAL JOINTS -C'FLG./PARAPET 2" ZEE FRAMING FLASHING; EXT. STL. CONT AI R BARRIER ALUM FLASHING PLY SHEATHING MEMB. ROOF FLASHING ZAHNER "J" CLIP BELOW METAL FLASH PLY SHEATHING ). R.OPNG ALUM. HEAD TRIM ` 8209'-4 3/8" & KEEPER WALL MEMB.OVER VERT. LEG r-ft z B.O. PANEL KEEPER & EXT. SILL CL 0 = Ica m Ln HEAD W/ TRIM; TRIM- INT. ELEV FOR WALL, 1 BOND BREAKER @ c d - 0 DISIMILAR MTLS. INFORMATION r-i FLOOR r'4 EL. 8199 -0 1/2" LL SLIDING DOOR LAP WALL MEMB OVER BLKG ASSEMBLY Vi SLIDING DOOR SYST. ROD & SEALANT STONE PAVING -AL. T.O.STONE . 4 4 4 T.O.PLY '60 \EL, 8198'-11" ,,,-HEATED SETTING BID WATERPROOF MEMB -J EXTEND UP CURB & INTO •• NG & OVER STEEL PLATE SILL 3/4" PLY DECK & SLEEPERS LIQUID APPLIED ROOF MEMB. 1 W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATE JOINTS • T.O. PLY EL. 8213'-Il" TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. i DECK. 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS @ PERIMETER 3/4" PLY. DECK. SEE STRUCTURAL POLYURETHANE SPRAY APPLIED INSULATION WALL MEMBRANE FOR CONT. AIR BARRIER; SEAL TO WINDOW SYSTEM I a 10 1 14 1 1 n I 10 11, a J F-1 I Ij*j ki PLY SHEATHING OVER PARAPET �EL '-l" ALUM. COPING COPING DRIP EDGE 2 LAYERS J" PLY J T.O.PARAPET FRMG EXT. STEEL COPING — ' EL. 8215 -11" - 1 -LAP WALL MEMB. STAINLESS STL. FAST. OVER PARAPET PNTD TO MATCH PANEL -EXT. STEEL CLIP CEMENT BD. 2 LAYERS J" PLY I" HAT FRAMING; BLOCKING HORIZONTAL & .3/4" CONT PLY BLKG VERTICAL JOINTS -C'FLG./PARAPET WALL MEMB. FOR FLASHING; EXT. STL. CONT AI R BARRIER —CONT. 3/4" PLY BLKG PLY SHEATHING MEMB. ROOF FLASHING CONT AI R BARRIER BELOW METAL FLASH PLY SHEATHING BALLAST ALUM. HEAD TRIM r FILTER FABRIC CL - LIQUID APPLIED ROOF MEMB. 1 W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATE JOINTS • T.O. PLY EL. 8213'-Il" TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. i DECK. 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS @ PERIMETER 3/4" PLY. DECK. SEE STRUCTURAL POLYURETHANE SPRAY APPLIED INSULATION WALL MEMBRANE FOR CONT. AIR BARRIER; SEAL TO WINDOW SYSTEM I a 10 1 14 1 1 n I 10 11, a J F-1 I Ij*j ki f ± i - = - T- "�� EL. 8198'-11" T.O.CONC.WALL EL. 8198'-8 3/4�' IIIIIIIIIIII16fn m LAP WALL MEMB. PLY SHEATHING OVER PARAPET WALL MEMB. ALUM. COPING I" HAT FRAMING; 2 LAYERS J" PLY HORIZONTAL & BLOCKING VERTICAL JOINTS WATERPROOF MEMB. TO WEEP CEMENT BD. AIM LAP WALL MEMB. OVER IRV FLASHING TO WEEP C'FLG./PARAPET STAINLESS STL FAST FLASHING; ALUM, PNTD TO MATCH PANEIL ALUM, FLASHING & MEMB, ROOF FLASHING KEEPER BELOW ALUM. FLASH SIDING JOINT I R.O. —CONT. 3/4" PLY BLKG E L. 8 - f 1/4 HORIZ. & VERT. CONT AI R BARRIER WEEP PLY SHEATHING z ALUM. HEAD TRIM LA PERFORATED TRIM; LAP CL - & KEEPER WALL MEMB.OVER VERT. LEG r-ft DRYWALL TRIM B.O. PANEL ce 91 WINDOW SYSTEM EL. 8199 -2 1/4% rn INT. ELEV FOR WALL, BASE & FLOOR STONE PAVING Fr cn INFORMATION T.O.STONE FLOOR ALUM SILL W/ ENDDAM BEYOND EL. 8199 -0 1/2" LL ON SLAB LAP WALL MEMB OVER BLKG / STONE DOOR IN PLY SHEATHING EXTEND UP WALL CONT. BED OF ALUM CLAD WD TRIM //- SET SEA ALUM TRIM T.O.PLY W.PROOF MEMB.EXTEND U) UP OVER WD BLKG J T.O.CONC.WALL z R.OPN . EL. 8198' -8 3/4" gL V-1 0 L. 'E 4v 1 0 � T.O.P EL. 8198'41 PLY DECK T.O.STONE EL. 8199' -01 LVL BEAM STONE PAVING SEE STRUCT 3-2X6 CURB J., T.O.PLY f ± i - = - T- "�� EL. 8198'-11" T.O.CONC.WALL EL. 8198'-8 3/4�' IIIIIIIIIIII16fn m LAP WALL MEMB. OVER PARAPET T.O.PANEL ALUM. COPING EL. 8216' 2 LAYERS J" PLY COPING DRIP EDGE BLOCKING ,L T.O. PARAPET FRMG WATERPROOF MEMB. TO WEEP MV EL. 8215' -11" AIM STAINLESS STL, FAST. IRV PNTD TO MATCH PANEL C'FLG./PARAPET CEMENT BD. FLASHING; ALUM, WATERPROOF MEMB. 1" HAT FRAMING; MEMB, ROOF FLASHING HORIZONTAL & BELOW ALUM. FLASH VERTICALJOINTS —CONT. 3/4" PLY BLKG WALL MEMB. FOR HORIZ. & VERT. CONT AI R BARRIER FRAMING PLY SHEATHING BALLAST FILTER WALL INFILL FABRIC FRAMING L R R F S SHEATHING LIQUID APPLIED ROOF MEMB. J W/ FABRIC REINFORCING. PROVIDE DOUBLE REINF•RC'G @ SUBSTRATE JOINTS TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. • DENS DECK. 1/8" PER FOOT SLOPE TO DRAIN -WD BLKG SEE ROOF PLAN FOR WD THICKNESS @ PERIMETER PLY. DECK. SEE STRUCTURAL ,' SPRAY APPLIED INSULATION I VAPOR RETARDER PNTD GYP.BD WINDOW HEADER EE RCP FOR CEILING FINISH INFORMATION VAPOR RETARDER 1--l-PNTD GYP.BD UKYVVALL I KIM ,VAPOR RETARDER CEMENT BD. GYP.BD WALL MEMB. LAP OVER INT. ELEV FOR WALL, WATERPROOF MEMB. TO WEEP BASE & FLOOR AIM POINT W/ MASTIC 24" IRV ABOVE GRADE WATERPROOF MEMB. TERMINATION BAR I" HAT FRAMING @ --X, HORIZ. & VERT. C:; FRAMING JOINTS ,-SILL LA PERFORATED TRIM; LAP �-MTLCORNER WALL MEMB.OVER VERT. LEG DRYWALL TRIM B.O. PANEL SFE FINISH PLAN & EL. 8199 -2 1/4% INT. ELEV FOR WALL, BASE & FLOOR STONE PAVING Fr cn INFORMATION T.O.STONE EL. 8199 -0 1/2" LL WATERPROOF MEMB EXTEND UP WALL < 24' ABOVE GRADE T.O.PLY EL. 8198' -11 11 7 4 J T.O.CONC.WALL EL. 8198' -8 3/4" 4v J T.O.SLAB EL. 8198' -6" < A OR -Sr-F- STRUCT SCALE 3"=1'-0' m:=v&lBw ,VAPOR RETARDER i l-PNTD GYP.BD -SEE FINISH PLAN & INT. ELEV FOR WALL, BASE & FLOOR AIM INFORMATION OR -Sr-F- STRUCT SCALE 3"=1'-0' m:=v&lBw PROJ ECT: 2519 D RAWN BY: DA CD 08.31.07 R E V I S I O N S : 11.28.07 AIM IRV C:; Aft -IND. Fr cn PROJ ECT: 2519 D RAWN BY: DA CD 08.31.07 R E V I S I O N S : 11.28.07 AIM Aft -IND. PROJ ECT: 2519 D RAWN BY: DA CD 08.31.07 R E V I S I O N S : 11.28.07 s �' II T.O. PA VING / 8208 V ARIES . !• ' i 1 CE DAR SID F ACE DIM 5 CE F OR C C WALL MEMB. FOR - • BARR 2" INSUL. 2" ZEE FRMG LAP WALL MEMB. O VER FLASHING RI KEEPER SI DING ! R 0. WEEP ALUM +r TRIM WIN ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ EN D DAM BEYOND WALL MEMB. F OR + BARRIER •r INTO SI LL - JAMB SI M. .� 4 R.O 8 r4 SI DING • i ' 8204 KEEPER 2" INSULATION '• FOR C V W ALL M EMB . FO CONT AIR BARRIER CE DAR t D 5j" WALL MEMBRANE LAPPE OVER ST. STL. TRIM & BLKG W D BLO CKJNG WEE ! ' 0 SI DINGJO INT ' ! PERFORATED WALL MEMB. OVER � •` ! _• _ B. O VER • •• NG PO " STAINLESS S" (I M; 18 GA. CONCRETE WALL NG LAP WALL MEMB. OVER PARAPET ..-- ALUM. COPING ✓-- 2 LAYERS J" PLY BLOCKING 2 1 n� MEMB FO 1" INSUL. C AIR BARRIER C ONT. BLKG PA FLASHING WALL MEMB. FOR CONT AI R BARRIER CONT ! WALL MEMB i CEDAR r FOR CO NT. —CEDAR SID II II I I M _!: DIM 5 _ • WALL MEMB O VER FLASHING T WEEP MEM ROO FLASHING BELOW FL AS H Il; li .` ST ONE FLASHING; ALUM. PA VING I HEAT T PLY DECK & SLEE SL OPED PER •! TO MA rA I �� I I 1 I`I 41 .1 Ir T. SID !` • ED FELTS T. EL.8211' -9 3/4" AR SIDING ­15 FACE DIM AR" FURRING CONT. VENT EE FRAMING 24" O.0 — ISUL. . L MEMB. FOR .7 S I1 I `4...� � ll rs a• •• �4 F OR CEILING FINISH INF ORMATIO N WIN =r . a i lii 11 CORNER DRYWALLTRIM T.O. PAVING_ EL. 8208'- 3." VARIES @ JVFOOT w"mK EXT. STEEL COPING r, MTL CORNER OVER PARAPET T.O.PLY S.S. DOWEL & — ALUM. COPING EL. 8226' -4" i • ANCHOR • • ! • 15 � M rs•. - -_' : . , ...... - ., OVER PARAPET EL. 8226' -2 1/2" WD CANT - �r SILL FRAMING FLASHING TO WEEP ,fYlff -- C'FLG. /PARAPET EXT. STL. CTLASHING 2 it 2 LAYERS J" PLY S.S. VENEER ANCHOR r FURR OUT WALL AS BLOCKING 2" STONE VENEER FLASHING; EXT. STL. MEMBRANE WALL MEMB, FOR ". FLASHING CONT AIR BARRIER 1" AIR SPACE REQ'D TO ACCOMMODATE HEATED FINISH TOPPING - HEATED FINISH TOPPING WALL MEMB. LAPPED 2" INSULATION F O WALL UM. PARAPET FLASH SLOPED 1/8" PER FOOT TO D SLEEPERS SLOPED FINISHES & ELECTRIC SERV. FRAMING & FL ' PLY CONT. BLKG CONT, BARRIER 10 GAUGE EXT. INSULATION 3 " SEE PLAN WALL f CONT. BLKG. MEMB. PARAPET PLY SHEATHING STEEL PANELS ! STUDIFASTENE _" FRAMING WALL MEMBRANE LAPPED DRAWN s �' II T.O. PA VING / 8208 V ARIES . !• ' i 1 CE DAR SID F ACE DIM 5 CE F OR C C WALL MEMB. FOR - • BARR 2" INSUL. 2" ZEE FRMG LAP WALL MEMB. O VER FLASHING RI KEEPER SI DING ! R 0. WEEP ALUM +r TRIM WIN ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ EN D DAM BEYOND WALL MEMB. F OR + BARRIER •r INTO SI LL - JAMB SI M. .� 4 R.O 8 r4 SI DING • i ' 8204 KEEPER 2" INSULATION '• FOR C V W ALL M EMB . FO CONT AIR BARRIER CE DAR t D 5j" WALL MEMBRANE LAPPE OVER ST. STL. TRIM & BLKG W D BLO CKJNG WEE ! ' 0 SI DINGJO INT ' ! PERFORATED WALL MEMB. OVER � •` ! _• _ B. O VER • •• NG PO " STAINLESS S" (I M; 18 GA. CONCRETE WALL NG LAP WALL MEMB. OVER PARAPET ..-- ALUM. COPING ✓-- 2 LAYERS J" PLY BLOCKING 2 1 n� MEMB FO 1" INSUL. C AIR BARRIER C ONT. BLKG PA FLASHING WALL MEMB. FOR CONT AI R BARRIER CONT ! WALL MEMB i CEDAR r FOR CO NT. —CEDAR SID II II I I M _!: DIM 5 _ • WALL MEMB O VER FLASHING T WEEP MEM ROO FLASHING BELOW FL AS H Il; li .` ST ONE FLASHING; ALUM. PA VING I HEAT T PLY DECK & SLEE SL OPED PER •! TO MA rA I �� I I 1 I`I 41 .1 Ir T. SID !` • ED FELTS T. EL.8211' -9 3/4" AR SIDING ­15 FACE DIM AR" FURRING CONT. VENT EE FRAMING 24" O.0 — ISUL. . L MEMB. FOR .7 S I1 I `4...� � ll rs a• •• �4 F OR CEILING FINISH INF ORMATIO N WIN =r . a i lii 11 CORNER DRYWALLTRIM T.O. PAVING_ EL. 8208'- 3." VARIES @ JVFOOT w"mK , °I ui i CONCRETE WALL DRY & BALCONY WEST 6 [01l7.WA# 11� L ma, EXT. STEEL COPING r, MTL CORNER OVER PARAPET T.O.PLY S.S. DOWEL & — ALUM. COPING EL. 8226' -4" i "`- ANCHOR DRYWALL TRIM 15 - -` — ROD & SEALANT OVER PARAPET EL. 8226' -2 1/2" WD CANT - f ROD & SEALANT SILL FRAMING FLASHING TO WEEP SETTING BED -- C'FLG. /PARAPET EXT. STL. CTLASHING 2 it 2 LAYERS J" PLY S.S. VENEER ANCHOR r FURR OUT WALL AS BLOCKING 2" STONE VENEER FLASHING; EXT. STL. MEMBRANE WALL MEMB, FOR ". FLASHING CONT AIR BARRIER 1" AIR SPACE REQ'D TO ACCOMMODATE HEATED FINISH TOPPING - HEATED FINISH TOPPING WALL MEMB. LAPPED 2" INSULATION F O WALL UM. PARAPET FLASH SLOPED 1/8" PER FOOT TO D SLEEPERS SLOPED FINISHES & ELECTRIC SERV. FRAMING & FL ' PLY CONT. BLKG CONT, BARRIER 10 GAUGE EXT. INSULATION 3 " SEE PLAN WALL f CONT. BLKG. MEMB. PARAPET PLY SHEATHING STEEL PANELS ! STUDIFASTENE _" FRAMING WALL MEMBRANE LAPPED DRAWN BY; D A T E : CEDAR i" FURRING REYIS10NS; OVER ST. STL. TRIM 11.28.07 MEMB. ROOF FLASHING G CEDAR SIDING ADJUSTABLE ANCHOR WD BLOCKING FACE DIM 5e" ROD & SEALANT BELOW METAL FLASH SILL FRAMING T.O.WALLWEEP a� B LA T FILTER FABRIC I low EXT. SIDING JOINT '/FO(ffUD WELD EXT. 8201' - 5 1/8 „-- `I PERFORATED TRIM, -- ---- -� ` LAP WALL MEMB. 2 4�� OVER VERT. LEG- - p GR ( ADE •r IING LA P AL MEM B. OVER EL.8208'-Ovo AK-ET WA ERP OOFI G POINT WJ ASTI & T RM. BAR I EQUI ED 2 STAINLESS STL. 4" I R I M; 18 GA. WALL • . 1� FOUNDATION CONT. AIR BARZIET, Q :• — IN It AT d � WATERPROOFING , °I ui i CONCRETE WALL DRY & BALCONY WEST 6 [01l7.WA# 11� L ma, ' PLY SHEATHING WALL MEMB. FOR CONT AIR BARRIER 1" INSUL. W/ 3/4" PLY CONT. BLOCKING WALL MEMB EXT. STEEL COPING STONE COPING T.O. STONE PANEL OVER PARAPET T.O.PLY S.S. DOWEL & — ALUM. COPING EL. 8226' -4" i "`- ANCHOR — LAP WALL MEMB. T.O. PARAPET FRMG 15 - -` — ROD & SEALANT OVER PARAPET EL. 8226' -2 1/2" WD CANT - f ROD & SEALANT FLASHING TO WEEP SETTING BED -- C'FLG. /PARAPET EXT. STL. CTLASHING 2 it 2 LAYERS J" PLY S.S. VENEER ANCHOR r INSERT BLOCKING 2" STONE VENEER FLASHING; EXT. STL. MEMBRANE WALL MEMB, FOR ". FLASHING CONT AIR BARRIER 1" AIR SPACE • HEATED FINISH TOPPING - HEATED FINISH TOPPING WALL MEMB. LAPPED 2" INSULATION F O WALL UM. PARAPET FLASH SLOPED 1/8" PER FOOT TO D SLEEPERS SLOPED 1" INSUL, OVER PARAPET FOR FRAMING & FL ' PLY CONT. BLKG CONT, BARRIER 10 GAUGE EXT. INSULATION 3 " 0 WALL CONT. BLKG. MEMB. PARAPET PLY SHEATHING STEEL PANELS ! STUDIFASTENE _" FRAMING FLASHING DRAWN BY; D A T E : CEDAR i" FURRING REYIS10NS; FOR CONT, VENT STAINLESS STL. 11.28.07 MEMB. ROOF FLASHING G CEDAR SIDING ADJUSTABLE ANCHOR FACE DIM 5e" ROD & SEALANT BELOW METAL FLASH a� B LA T ' PLY SHEATHING WALL MEMB. FOR CONT AIR BARRIER 1" INSUL. W/ 3/4" PLY CONT. BLOCKING WALL MEMB EXT. STEEL COPING LAP WALL MEMB. OVER PARAPET T.O.PLY 2 LAYERS I" PLY EL. $212' -5° i BLOCKING T.O.PLY EXT. STEEL CLIP EL. 8212' -3" FACE DIM SIg" 1" INSUL. "'Z" SUPPORT, FLASHING TO WEEP �a t=01 -- C'FLG. /PARAPET EXT. STL. BELOW METAL FLASH MEMB. OVER FLASHING, r WEEP @ VERT. JOINTS uj� FLASHING; EXT. STL. PLY SHEATHING FLASHING, ALUM. ROD & SEALANT STONE PAVING - STONE PAVING • HEATED FINISH TOPPING - HEATED FINISH TOPPING • 2" INSULATION -3/4" PLY DECK & SLEEPERS 3/4 PLY DECK & c SLOPED 1/8" PER FOOT TO D SLEEPERS SLOPED Oct 1/8" PER FOOT TO DRAIN zz 10 GAUGE EXT. W 0 WALL STEEL PANELS ! STUDIFASTENE _" FRAMING I DRAWN BY; D A T E : CD 08.31,07 REYIS10NS; 11.28.07 MEMB. ROOF FLASHING G BELOW METAL FLASH a� BALLAST FILTER FABRIC ' PLY SHEATHING WALL MEMB. FOR CONT AIR BARRIER 1" INSUL. W/ 3/4" PLY CONT. BLOCKING WALL MEMB STUD WELD EXT. LAmJ CEDAR 4 " FURRING i FOR CONT. VENT CEDAR SIDING QV FACE DIM SIg" LAP WALL ME M B OVER I.A. FLASHING TO WEEP �a t=01 MEMB. ROOF FLASHING FLASH I NG, EXTEN D WALL BELOW METAL FLASH MEMB. OVER FLASHING, r WEEP @ VERT. JOINTS uj� C'FLG. /PARAPET EXT. STL. FLASHING, ALUM. ROD & SEALANT STONE PAVING - STONE PAVING • HEATED FINISH TOPPING - HEATED FINISH TOPPING • -3/4" PLY DECK & SLEEPERS 3/4 PLY DECK & c SLOPED 1/8" PER FOOT TO D SLEEPERS SLOPED Oct 1/8" PER FOOT TO DRAIN zz 0 W 0 LIQUID APPLIED ROOF MEMS. POLYURETHANE SPRAY W/ F ABRIC ! • PROVI A " . DOUBLE REINFOR w IQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATE JOINTS A x x x x x x x x x x x x x 3/4" PLY. DECK. SEE STRUCTURAL k1m OIST POLYURETHANE SPRAY APPLIED INSULATION AT RIMS SEE RCP FOR CEILING FINISH INFORMATION MTL CORNER DRYWALLTRIM 1 !• T.O.STONE EL. 8199'-1 1/! STONE PAVING 4 SILL FRAMING T.O.PLY •. EL. 8198' -11" d4 A HEATED SETTING BED 3" INSUL 11" INSUL - '� r WALL SECTI TAPERED ROOF INSUL. WITH r 5/8" TYPE X GYP, SHEATHING SIM, TO DENS DECK. 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF 2" INSULATION PLAN FOR WD THICKNESS @ PERIMETER WALL MEMBRANE, 3/4" PLY, DECK. SEE STRUCTURAL TO WEEP BELOW 2" ZEE FRAMING ----- ZAHNER "J" CLIP R.OPNG I STUD WELD EXT. LAmJ i QV L C LIP I.A. V �a t=01 r uj� EXT. STL. • ✓h J c Oct � W ! STUDIFASTENE _" PROJECT: 2519 DRAWN BY; D A T E : CD 08.31,07 REYIS10NS; 11.28.07 TAPERED ROOF INSUL. WITH r 5/8" TYPE X GYP, SHEATHING SIM, TO DENS DECK. 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF 2" INSULATION PLAN FOR WD THICKNESS @ PERIMETER WALL MEMBRANE, 3/4" PLY, DECK. SEE STRUCTURAL TO WEEP BELOW 2" ZEE FRAMING ----- ZAHNER "J" CLIP R.OPNG I STUD WELD EXT. L C LIP a �a t=01 r uj� EXT. STL. • c � W ! STUDIFASTENE _" EXT.STL.CL a� '/FO(ffUD WELD EXT. •r IING EL.8208'-Ovo AK-ET 4" I WALL • . 1� CONT. AIR BARZIET, • 2, E • WATERPROOF MEMB. T.O.PLY DECK POINT W/ MASTIC 24" EL.8207' -4 1/4" ABOVE GRADE WATERPROOF MEMB. - TERMINATION BAR SEE RCP FOR CEI ING SCALE 3 " =1' -0" 1 . 1 ri !• t • : i r ! s• r • . r •. EE RCP FOR CEILING FINISH INFORMATION , '.x IEE FINISH PLAN `. INT. ELEV FOR WALL & BASE INFORMATION STONE FLOOR ON SLAB ' � Q 4 ``— T.O.PLY EL. 8198' -11" PLY DECK LVL BEAM SEE STRUCT 1 / I �a t=01 r uj� �� • c � W EE RCP FOR CEILING FINISH INFORMATION , '.x IEE FINISH PLAN `. INT. ELEV FOR WALL & BASE INFORMATION STONE FLOOR ON SLAB ' � Q 4 ``— T.O.PLY EL. 8198' -11" PLY DECK LVL BEAM SEE STRUCT 1 / I C.L. PANEL JOINT EL. 8213' - 2 -- EXT. STEEL COPING EXT. STL. "Z" SUPPORT r L T.O. PARAPET FRMG 'IV EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING 8 T.O. DECK EL. 8212'- 0" PLY SHEATHING WALL MEMBRANE 2 1/2 " ZEE FRAMING EXTERIOR WEATHERING STEEL PANELS ZAHNER ADJUSTABLE "J" CLI ASSE SEE DETAIL I/A403 C.L. PANEL JOINT EL. 8210" - 7" WALL CAVITY INSUL WALL FRMG.SEE STRUCT. T.O. DECK EL. 8200' - 6" SEE DETAIL 4 C.L. PANEL JOINT EL. 8200' - I" K ZAHNER ADJUSTABLE "J" CLIP ASSEMBLY K EXTERIOR WEATHERING STEEL PANELS 2 1/2 " ZEE FRAMING 2 1/2 " INSUL. EXTEND UP 24" PAST INT INSUL T.O. WALL EL. SEE STRUCT. LAP MEMB OVER BLKG TO WEEP ZAHNER "J" CLIP ASSEMBLY 2X4 & PLY BLOCKING / L B.O. PANEL EL. 8197' - 8" WEEP WALL MEMB @ TRIM 16GA,EXT.STL. HEAD TRIM STAINLESS STL. FAST, 2 W/ EPT RUBBER STRIP @ ALL JOINTS CEMENT BD PLY SHEATHING WALL MEMBRANE I " WALL INSUL. LAP WALL MEMB. OVER BLKG & KEEPER TO WEEP 1"X4 WD BLKG I" HAT FRMG STAINLESS STL. FAST. W/ EPT RUBBER STRIP @ ALL JOINTS ALUM. DRIP & KEEPER SIDING JOINT R.O. EL. 8192' - - , V' WEEP ALUM. H EAD TRIM EXTEND WALL MEMB INTO OPNG. FOR CONT AIR BARRIER DOOR FRAME DOOR FRAME JAMB BEYOND 7" OFFSET THRESHOLD T.O.SLAB EL. 8183'-2" PAVERS, SEE PLAN MORTAR BED CONC. SLAB 4 1/2" INSULATION EXTEND W. PROOR N G SYSTEM UP INTO OPENING 2" INSULATION ���' NwalfwKI-01 At 9 WA 4 ••• SEE RCP FOR FINISH VAPOR RETARDER PNTD GYP. BD. jtri OW FLOOR FRAMING WD. BLKG STL. FRMG. SEE STRUCT. IL ff.pe 1%. %*,L wo m 'm k C.L. PANEL JOINT EL. 8213' - 2" EXT. STEEL COPING EXT. STL. 7" SUPPORT T.O. PARAPET FRMG EL. 8212' - lilt LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING T.O. DECK EL. 8212' - 0" PLY SHEATHING WALL MEMBRANE – 2 1/2 " ZEE FRAMING WALL CAVITY INSUL WALL FRMG.SEE STRUCT. T.O. DECK EL. 8200'- 6" SEE DETAIL 1 IA403 C.L. PANEL JOINT EL. 8200' -1" ZAHNER ADJUSTABLE - " "J" CLIP ASSEMBLY EXTERIOR WEATHERING STEEL PANELS 2 1/2 " ZEE FRAMING 2 1/2 " INSUL. EXTEND UP 24" PAST INT INSUL T.O. WALL �� ' I II� 'ii � �I�M �t�1 FLOOR FRAMING WD. BLKG STL. FRMG. SEE STRUICT, LAP MEMB OVER BLKG TO WEEP • ZAHNER "J" CLIP M • low 2x4 & PLY BLOCKING a. zi HEAD TRIM KEEPER �� ' I II� 'ii � �I�M �t�1 FLOOR FRAMING WD. BLKG STL. FRMG. SEE STRUICT, 4 1- WD.WINDOW HEADER r mn FAI • • T.O. DECK EL. 8212' - 0" SPRAY APPLIED INSULATION PLY SHEATHING WALL MEMBRANE TO WEEP OVER FLASHING ALUM FLASHING lit 22 ZEE FRAMING ZAHNER "J" CUP EXTERIOR STL WALL PANELS R.O. \EL, 8210' - C.L. PANEL JOINT to EL. 8210'- 7" rn KEEPER & EXT. SILL HEAD W/TRIM; TRIM- BON BREAKER @ DISIMILAR IVITL 16 GA.EXT.STL. SILL & KEEPER WALL MEMB CONT. BARRIER; EXTEND INTO SILL JAMB SIM. R.O. WITH END DAM EL. 8207'-1 1/4" C.L. PANEL JOINT EL. 8207'- 1" HOOKSTR ZAHNER "J" CLIP 2 1/2" ZEE FRAMING WALL MEMBRANE T.O. DECK EL. 8200'- 6" SEE DETAILI/A430 L C.L. PANEL JOINT D S. 'qr EL. 8200' - Ill ZAHNER ADJUSTABLE "J" CLI ASSEMBLY EXTERIOR WEATHERING STEEL PANELS 2 1/2 " ZEE FRAMING 2 1/2 " INSUL. EXTEND UP 24" PAST INT INSUL T.O. WALL EL. SEE STRUCT. PLY SHEATHING LAP MEMB OVER BLKG TO WEEP HEAD TRIM KEEPER "J" CLIP ZAHNER ASSEMBLY 2X4 & PLY BLOCKING B.O. PANEL EL, 8197'- 8" WEEP WALL MEMB @ TRIM 16GA,EXT,STL. HEAD TRIM STAINLESS STL. FAST. 2111 W/ EPT RUBBER STRIP @ ALL JOINTS Ill HAT FRMG @ HORZ.& VERT. JOINTS & AS REQUIRED FOR FASTENERS. T.O. WALL SEE STRUCT. WALL MEMBRANE — PLY SHEATHING 1" ZEE FRMG. 1" WALL INSUL, WALL MEMBRANE 1 1/2" WALL INSUL, 1 1/2" ZEE FRMG IN HORZ. ROWS WALL MEMBRANE.LAP OVER FOUND. W.PROOF.ING FOUND. WATERPROOFING, POINT W/ MASTIC & TERM.BAR AS REQUIRED. EXTEND FOUND, W.PROOF. UP 24"ABOVE GRADE CEMENT BD STAINLESS STL. FAST. W/ EPT RUBBER STRIP @ ALLJOINTS LAP WALL MEMB OVER S. STL.CFLAS TO WEEP STAINLESS CFLASH INSERT 12" STAINLESS STL, 18 GA. PANEL;EXTEND UP TO CFLASH INSERT ry) GRADE VARIES EL. 8189 6"+- SEE 2IA404 FOR ROOF AND PARAPET DETAILS �011111111111 1:1 L r.] � go] 1 1& 0 Nuall, 01.3m3mwZ110 is SILL PAN VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL SEE FIN.PLAN & INT. ELEV FOR BASE & FLOOR SEE RCP FOR FINISH moon= IN= rA01:007,1411 LAP MEMB OVER BLKG TO WEEP ZAHNER "J" CLIP M ASSEMBLY 2x4 & PLY BLOCKING a. zi HEAD TRIM KEEPER METAL FRMG C o. B.O. PANEL 97 EL. 81'- 8" Lu WEEP WALL MEMB o' @ TRIM Lia 16GA,EXT.STL. HEAD TRIM /2' STAINLESS STL. FAST. W/ EPT RUBBER STRIP Wl @ ALL JOINTS 1" HAT FRMG 0 HORZ.& VERT. A JOINTS & AS REQUIRED FOR PLY SHEATHING WALL MEMBRANE 1 " WALL INSUL. LAP WALL MEMB. OVER FLASHING TO WEEP Ill ZEE FRMG I" HAT FRMG E STAINLESS STL. FAST. P R O J E C T : W/ EPT RUBBER STRIP DRAWN @ ALL JOINTS ALUM. FLASHING CID & KEEPER R E V I S 10 SIDING JOINT / R.O. ' 4" F_ 11.28.07 WEEP 4 1- WD.WINDOW HEADER r mn FAI • • T.O. DECK EL. 8212' - 0" SPRAY APPLIED INSULATION PLY SHEATHING WALL MEMBRANE TO WEEP OVER FLASHING ALUM FLASHING lit 22 ZEE FRAMING ZAHNER "J" CUP EXTERIOR STL WALL PANELS R.O. \EL, 8210' - C.L. PANEL JOINT to EL. 8210'- 7" rn KEEPER & EXT. SILL HEAD W/TRIM; TRIM- BON BREAKER @ DISIMILAR IVITL 16 GA.EXT.STL. SILL & KEEPER WALL MEMB CONT. BARRIER; EXTEND INTO SILL JAMB SIM. R.O. WITH END DAM EL. 8207'-1 1/4" C.L. PANEL JOINT EL. 8207'- 1" HOOKSTR ZAHNER "J" CLIP 2 1/2" ZEE FRAMING WALL MEMBRANE T.O. DECK EL. 8200'- 6" SEE DETAILI/A430 L C.L. PANEL JOINT D S. 'qr EL. 8200' - Ill ZAHNER ADJUSTABLE "J" CLI ASSEMBLY EXTERIOR WEATHERING STEEL PANELS 2 1/2 " ZEE FRAMING 2 1/2 " INSUL. EXTEND UP 24" PAST INT INSUL T.O. WALL EL. SEE STRUCT. PLY SHEATHING LAP MEMB OVER BLKG TO WEEP HEAD TRIM KEEPER "J" CLIP ZAHNER ASSEMBLY 2X4 & PLY BLOCKING B.O. PANEL EL, 8197'- 8" WEEP WALL MEMB @ TRIM 16GA,EXT,STL. HEAD TRIM STAINLESS STL. FAST. 2111 W/ EPT RUBBER STRIP @ ALL JOINTS Ill HAT FRMG @ HORZ.& VERT. JOINTS & AS REQUIRED FOR FASTENERS. T.O. WALL SEE STRUCT. WALL MEMBRANE — PLY SHEATHING 1" ZEE FRMG. 1" WALL INSUL, WALL MEMBRANE 1 1/2" WALL INSUL, 1 1/2" ZEE FRMG IN HORZ. ROWS WALL MEMBRANE.LAP OVER FOUND. W.PROOF.ING FOUND. WATERPROOFING, POINT W/ MASTIC & TERM.BAR AS REQUIRED. EXTEND FOUND, W.PROOF. UP 24"ABOVE GRADE CEMENT BD STAINLESS STL. FAST. W/ EPT RUBBER STRIP @ ALLJOINTS LAP WALL MEMB OVER S. STL.CFLAS TO WEEP STAINLESS CFLASH INSERT 12" STAINLESS STL, 18 GA. PANEL;EXTEND UP TO CFLASH INSERT ry) GRADE VARIES EL. 8189 6"+- SEE 2IA404 FOR ROOF AND PARAPET DETAILS �011111111111 1:1 L r.] � go] 1 1& 0 Nuall, 01.3m3mwZ110 is SILL PAN VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL SEE FIN.PLAN & INT. ELEV FOR BASE & FLOOR SEE RCP FOR FINISH moon= IN= rA01:007,1411 LAP MEMB OVER BLKG TO WEEP ZAHNER "J" CLIP SEE STRICT. ASSEMBLY 2x4 & PLY BLOCKING a. zi HEAD TRIM KEEPER METAL FRMG C o. B.O. PANEL 97 EL. 81'- 8" Lu WEEP WALL MEMB o' @ TRIM Lia 16GA,EXT.STL. HEAD TRIM /2' STAINLESS STL. FAST. W/ EPT RUBBER STRIP Wl @ ALL JOINTS 1" HAT FRMG 0 HORZ.& VERT. A JOINTS & AS REQUIRED FOR PLY SHEATHING WALL MEMBRANE 1 " WALL INSUL. LAP WALL MEMB. OVER FLASHING TO WEEP Ill ZEE FRMG I" HAT FRMG E STAINLESS STL. FAST. P R O J E C T : W/ EPT RUBBER STRIP DRAWN @ ALL JOINTS ALUM. FLASHING CID & KEEPER R E V I S 10 SIDING JOINT / R.O. ' 4" F_ 11.28.07 WEEP C L ALUM, HEAD TRIM EXTEND WALL MEMB INTO cn OPNG. FOR CONT BARRIER m ALUM, JAMB TRIM BEYOND ALUM. SILL TRIM W/ 1" HAT FRMG @ END DAM BEYOND WALL MEMB. FOR CONT. AIR BARRIER; EXTEND INTO SILL -JAMB SIM. *EL190r- &AS REQUIRED FOR 1/2;' T.O. L SILL KEEPERS EL. 8190 3 '" f" m FASTENERS. Ill HAT FRMG LAP WALL MEMB OVER BLKG & STAINLESS. STL, 1 1/2" ZEE FRMG C'FLASH TO WEEP STAINLESS CFLASH INSERT CEMENT BID 4 1- WD.WINDOW HEADER r mn FAI • • T.O. DECK EL. 8212' - 0" SPRAY APPLIED INSULATION PLY SHEATHING WALL MEMBRANE TO WEEP OVER FLASHING ALUM FLASHING lit 22 ZEE FRAMING ZAHNER "J" CUP EXTERIOR STL WALL PANELS R.O. \EL, 8210' - C.L. PANEL JOINT to EL. 8210'- 7" rn KEEPER & EXT. SILL HEAD W/TRIM; TRIM- BON BREAKER @ DISIMILAR IVITL 16 GA.EXT.STL. SILL & KEEPER WALL MEMB CONT. BARRIER; EXTEND INTO SILL JAMB SIM. R.O. WITH END DAM EL. 8207'-1 1/4" C.L. PANEL JOINT EL. 8207'- 1" HOOKSTR ZAHNER "J" CLIP 2 1/2" ZEE FRAMING WALL MEMBRANE T.O. DECK EL. 8200'- 6" SEE DETAILI/A430 L C.L. PANEL JOINT D S. 'qr EL. 8200' - Ill ZAHNER ADJUSTABLE "J" CLI ASSEMBLY EXTERIOR WEATHERING STEEL PANELS 2 1/2 " ZEE FRAMING 2 1/2 " INSUL. EXTEND UP 24" PAST INT INSUL T.O. WALL EL. SEE STRUCT. PLY SHEATHING LAP MEMB OVER BLKG TO WEEP HEAD TRIM KEEPER "J" CLIP ZAHNER ASSEMBLY 2X4 & PLY BLOCKING B.O. PANEL EL, 8197'- 8" WEEP WALL MEMB @ TRIM 16GA,EXT,STL. HEAD TRIM STAINLESS STL. FAST. 2111 W/ EPT RUBBER STRIP @ ALL JOINTS Ill HAT FRMG @ HORZ.& VERT. JOINTS & AS REQUIRED FOR FASTENERS. T.O. WALL SEE STRUCT. WALL MEMBRANE — PLY SHEATHING 1" ZEE FRMG. 1" WALL INSUL, WALL MEMBRANE 1 1/2" WALL INSUL, 1 1/2" ZEE FRMG IN HORZ. ROWS WALL MEMBRANE.LAP OVER FOUND. W.PROOF.ING FOUND. WATERPROOFING, POINT W/ MASTIC & TERM.BAR AS REQUIRED. EXTEND FOUND, W.PROOF. UP 24"ABOVE GRADE CEMENT BD STAINLESS STL. FAST. W/ EPT RUBBER STRIP @ ALLJOINTS LAP WALL MEMB OVER S. STL.CFLAS TO WEEP STAINLESS CFLASH INSERT 12" STAINLESS STL, 18 GA. PANEL;EXTEND UP TO CFLASH INSERT ry) GRADE VARIES EL. 8189 6"+- SEE 2IA404 FOR ROOF AND PARAPET DETAILS �011111111111 1:1 L r.] � go] 1 1& 0 Nuall, 01.3m3mwZ110 is SILL PAN VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL SEE FIN.PLAN & INT. ELEV FOR BASE & FLOOR SEE RCP FOR FINISH moon= IN= rA01:007,1411 .iii WALL FRMG. SEE STRICT. a. zi METAL FRMG C o. Lu SEE PLAN o' Lia 5/8" PNTD GYP. BD. Wl E P R O J E C T : 2519 DRAWN BY: DA CID 08-31.07 R E V I S 10 N S Kvx\1 11.28.07 m 1 1" HAT FRMG @ Ill*& 11, JOINTS &AS REQUIRED FOR FASTENERS. 1 1/2" ZEE FRMG IN HORZ, ROWS 1 1/2 " WALL INSUL. <7 TREATED 2X4 WD PLY BLOCKING 2" FOUNDATION INSULATION F OUNDATION WATERPROOFING 1 MEMBRANE & DRAINAGE MAT 16 CONC. WALL .iii a. C o. Lu o' Lia Wl P R O J E C T : 2519 DRAWN BY: DA CID 08-31.07 R E V I S 10 N S 11.28.07 m .iii LA. Lia P R O J E C T : 2519 DRAWN BY: DA CID 08-31.07 R E V I S 10 N S 11.28.07 .iii T,.O.PAN EL. 8213'- 2" EXT. STEEL COPING EXT. STL. "Z" SUPPORT / ,-� T .O. PA RAPET FRMG EL. 8212'- 11" 2 LAYERS 3/4" PLY FOR CANT. LAP WALL MEMB. — --' OVER PARAPET BUILT UP PLATES AT PARAPET mg r �;j«« 8 SPRAY APPLIED WALL MEMBRANE; TO WEE O VER TRIM S BELOW •r BLO CKING R rR ! i ' ZAHNER "J" CLIP PANELJO r ! _ • • EXT. STL TZIU SEE 2/A410 FOR GU ARDRAIL DETAIL SL OP E ST OVERHA T. O. D ECK EL, r 82 ALUM FLASH. DRIP HEMME ED GE,TYP. WELD PLATES TO BEAM;BOLTTO SU rlv T. D ECK r EL : 1! 1 CE SU PPORTS w/ 2x BLOCKING BETWEEN VERTICAL PA O STEEL B E A M WITH 2X TO SUPPORT F ASCIA BUILD-O CEDAR FASCIA C ONT . :'+ 3/4" PLY SHEATHING T.O. WALL .. 11/2" X 13/4" CEDAR TRiM STAINLESS STL. FAST. I W/ EPT RUBBER STRIP @ ALLJOINTS CEMENT BD 12" STAINLESS STL. 18 GA. PANEL :EXTEND UP TO C'FLASH DE VARIE -"183'- 2 " +- PAVERS. SEE PLAN MORTAR BED CONC. SLAB & BASE,SEE STRUCK < W.PROOF MEMBRANE ' EXTEND UP 24" ABOVE GRADE 2" INSULATION C 16 GA, EXT. STEEL CLIP CTL.ASH INSERT 3/4" CONT.PLY, BLKG ALUM. PARAPET FLASHING MEMB. ROOF FLASHING BELOW METAL FLASH r T,.O.P EL. 8213'- 2" EXT. STEEL COPING EXT. STL. "Z" SUPPORT r L T.Q. PARAPET F RMG EL. 8212'' - 11" 2 LAYERS 3/4" PLY FOR CANT. LAP WALL MEMB. OVER PARAPET v 18 # r REINF LIQUID APPLIED ROOF MEMB. W/ FABRIC PROVIDE DOUBLE REINFORCING AT SUBSTRATE JOINTS TAPERE •#i : TYPE X GYP. SHEATHING O DENS D ECK. PER •# T SLOPE T DRA •#r BLOCKING SEE '•# PLAN F r # STRUCTU R F DRA INAGE M FLASH F WFOR CEMENT F • HYDRO / C AP SHEET FL FLEX •• i 1 r t ' PERIMETER OF DRAIN, SET r!•• SYSTEM IN S OLID : • BELOW t BED O MORTAR BED W/ SNOW MELT L T.O.STONE SL OPE ! r` r EL 8200 ST ONE • + t •+ SLO TRENCH PE #• r ill- i ` S P R AT - r ( WALL MEMBRANE; TO WEEP BELOW .. 2X BLKG • 1X6 T&G CEDAR SO FFIT M S ASSEMBLY PERIMETER OF DRAIN, SET r!•• SYSTEM IN S OLID : • BELOW t BED O MORTAR BED W/ SNOW MELT L T.O.STONE SL OPE ! r` r EL 8200 ST ONE • + t •+ SLO TRENCH PE #• r ill- i ` W SECTION-G B ALCONY-EAST SCALE 3 " =1i - 0 " SILL PAN • •l i ••r r] R •• In r DR r: r 2" INSUL PLY SHEATHIING WALL MEMBRANE • CEDAR SO FFIT 2 1/2 " INSUL, EXTEND UP 24 PAST INT INSUL `.l• �t T.O. W ALL F.T ^ s�.��� » x a � ���•� ��••�x. t.if... t '.-fi'b••i,.'�`'e'Yt,r''Ii.�.S; e .� •'•, �.b. • ..�'.. v`'• �' ' F.. c EL. EE T S RU r c•r STAINLESS STL. FAST. W/ EPIT RUBB CEMENT ALLJ r !jx 1" INSULATION _ 3/4' PLY SHEATHING WALL MEMBRANE 1 " WALL INSUL. LAP WALL MEMB. OVER -- BLKG & KEEPER TO WEEP 1 "X4 WD BLKG — 1" HAT FRMG STAINLESS STL. FAST, W/ EPT RUBBER STRIP @ ALL JOINTS ALUM, DRIP & KEEPER ---- SIDING J OINT / R .O. EL. 81941 _ ' WEEP p � ALUM. HEAD TRiM + WALL SECTION- GARAGE - MASTER BEDRM - SOUTH EXTEND WALL MEMB INTO SCALE 3 " =V -0" OPNG. FOR CONT AIR BARE C.L. PANEL JOINT 16 GA. EXT. STEEL CLIP CTLASH INSERT 3/4" CO NT. PLY. BLKG ALUM, PARAPET FLASHING MEMB. ROOF FLASHING BELOW METAL FLASH •l s APPLIE ROO MEMB. FABRI REINFOR PROVIDE DOUBLE REIN FORCING J AT SUBSTRATE TAPERED ROOF TYPE X GYP. SHEATHING i DENS D ECK. 1/8" PER FOOT SLOPE TO DRAIN W OOD BLOCKING •#! PLAN • • r THICKNESS • D ECK. SEE RCP FOR FINISH Lj VAPOR RETARDER PNTD GYP.BD. WINDOW SYSTEM SILL FRAMING VAPOR RET PNTD GY P.BD . WALL CAVITY r 'r }. SEE 1/A403 SEE FIN,PLAN & INT, ELEV EL. 8213' - 2" EXT. STEEL COPING EXT. STL, "Z" SUPPORT T.O. PAR FRMG EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING � • r r ! SPRAY APPLIF -D INSUL. PLY SHEATHING WALL MEMBRANE 2 1/2 " ZEE FRAMING 10 GA.EXT.WEATHERING STEEL PANELS ZAHNER ADJUSTABLE "J" CLIP ASSEMBLY SEE DETAIL 1/A403 — ,.� C.L. PANEL JOINT � i r r 1/ • SEE RCP FOR FINISH BLOCKING ® SU PPOR T HATS @ ALL JOINTS & P ANELS FASTENERS f 1" INSULATION WALL MEMBRANE; FOR ' C 1" HAT FRMG @ HORZ,& VERT. JOINTS & AS REQUIRED FOR FASTENERS. 11/2" WALL INSUL. 11/2" ZEE FRMG IN HORZ. ROWS 2X4 WD & PLY BLKG 2" FOUNDATION INSUL FOUND, WATERPROOF'G MEMB. & DRAINAGE MAT METAL FRMG SEE PLAN 5/8" PNTD GYP.BD. SEE PLAN FOR BASE 4" CONC. SLAB 4 &,ASE 4 " JOINT 3ED( - EST SCALE 3 " =V-0" EXT. STEEL COPING -WALL MEMB. FOR CONT. BARRIER. +• O VER CTLASH INSERT i G• II ST • i C ONT . e .rMlll MEMB ROOF FLASHIN h2 `EMI «�BELOW METAL • iy a `t.. .ft• .... ` L LIQUID APPLIED ROOF MEMB. Wl FABRIC REINF PROVIDE DOUBLE REINF ORCINi f J AT SUBSTRATE TAPERE ROO INSUL. WITH 5/8" TYPE X GYP, SHEATHING O DENS DECK PER ii T SL OPE TO DRAIN WD BLOCKING ROOF P LAN • • } PERIMETER PLY. D ECK SEE STRUCT 2i# •• e SEE RCP FOR FiNiSH F VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL { SEE FIN.PLAN & iNT.ELEV FOR BASE & FLOOR it .�Mr f•R •+,n iY�•+, 5. • REQUIRED S P R AT - r ( WALL MEMBRANE; TO WEEP BELOW W OOD BLO CKING WD 13 KG '4 ZAHNER "I" CLIP ! R .OP NG 1� ROD & R L 8210 I 5/8 "' PNTD GYP,BD. CL �R C.L. PANEL JO 0 ! EPER } EXT STL HEAD • :# r 1 1/2 "INSUL BR EAKER r . , TRIM • r I r r • • r EN D DAM BEYON WALL MEMB. F OR CO NT. 4" CONC. SLAB &ASE AIR BARRIER; EXTEN c . • I EL 820 II SI DING • ■ ' a r 8208 , SILL KEEPERS CEDAR SID FACE DIM I �.. FU M F OR CO 4 �iI WALL MEMB. F OR 1 CONT AIR BARRIER PLY SHEATHING – W SECTION-G B ALCONY-EAST SCALE 3 " =1i - 0 " SILL PAN • •l i ••r r] R •• In r DR r: r 2" INSUL PLY SHEATHIING WALL MEMBRANE • CEDAR SO FFIT 2 1/2 " INSUL, EXTEND UP 24 PAST INT INSUL `.l• �t T.O. W ALL F.T ^ s�.��� » x a � ���•� ��••�x. t.if... t '.-fi'b••i,.'�`'e'Yt,r''Ii.�.S; e .� •'•, �.b. • ..�'.. v`'• �' ' F.. c EL. EE T S RU r c•r STAINLESS STL. FAST. W/ EPIT RUBB CEMENT ALLJ r !jx 1" INSULATION _ 3/4' PLY SHEATHING WALL MEMBRANE 1 " WALL INSUL. LAP WALL MEMB. OVER -- BLKG & KEEPER TO WEEP 1 "X4 WD BLKG — 1" HAT FRMG STAINLESS STL. FAST, W/ EPT RUBBER STRIP @ ALL JOINTS ALUM, DRIP & KEEPER ---- SIDING J OINT / R .O. EL. 81941 _ ' WEEP p � ALUM. HEAD TRiM + WALL SECTION- GARAGE - MASTER BEDRM - SOUTH EXTEND WALL MEMB INTO SCALE 3 " =V -0" OPNG. FOR CONT AIR BARE C.L. PANEL JOINT 16 GA. EXT. STEEL CLIP CTLASH INSERT 3/4" CO NT. PLY. BLKG ALUM, PARAPET FLASHING MEMB. ROOF FLASHING BELOW METAL FLASH •l s APPLIE ROO MEMB. FABRI REINFOR PROVIDE DOUBLE REIN FORCING J AT SUBSTRATE TAPERED ROOF TYPE X GYP. SHEATHING i DENS D ECK. 1/8" PER FOOT SLOPE TO DRAIN W OOD BLOCKING •#! PLAN • • r THICKNESS • D ECK. SEE RCP FOR FINISH Lj VAPOR RETARDER PNTD GYP.BD. WINDOW SYSTEM SILL FRAMING VAPOR RET PNTD GY P.BD . WALL CAVITY r 'r }. SEE 1/A403 SEE FIN,PLAN & INT, ELEV EL. 8213' - 2" EXT. STEEL COPING EXT. STL, "Z" SUPPORT T.O. PAR FRMG EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING � • r r ! SPRAY APPLIF -D INSUL. PLY SHEATHING WALL MEMBRANE 2 1/2 " ZEE FRAMING 10 GA.EXT.WEATHERING STEEL PANELS ZAHNER ADJUSTABLE "J" CLIP ASSEMBLY SEE DETAIL 1/A403 — ,.� C.L. PANEL JOINT � i r r 1/ • SEE RCP FOR FINISH BLOCKING ® SU PPOR T HATS @ ALL JOINTS & P ANELS FASTENERS f 1" INSULATION WALL MEMBRANE; FOR ' C 1" HAT FRMG @ HORZ,& VERT. JOINTS & AS REQUIRED FOR FASTENERS. 11/2" WALL INSUL. 11/2" ZEE FRMG IN HORZ. ROWS 2X4 WD & PLY BLKG 2" FOUNDATION INSUL FOUND, WATERPROOF'G MEMB. & DRAINAGE MAT METAL FRMG SEE PLAN 5/8" PNTD GYP.BD. SEE PLAN FOR BASE 4" CONC. SLAB 4 &,ASE 4 " JOINT 3ED( - EST SCALE 3 " =V-0" EXT. STEEL COPING -WALL MEMB. FOR CONT. BARRIER. +• O VER CTLASH INSERT i G• II ST • i C ONT . e .rMlll MEMB ROOF FLASHIN h2 `EMI «�BELOW METAL • iy a `t.. .ft• .... ` L LIQUID APPLIED ROOF MEMB. Wl FABRIC REINF PROVIDE DOUBLE REINF ORCINi f J AT SUBSTRATE TAPERE ROO INSUL. WITH 5/8" TYPE X GYP, SHEATHING O DENS DECK PER ii T SL OPE TO DRAIN WD BLOCKING ROOF P LAN • • } PERIMETER PLY. D ECK SEE STRUCT 2i# •• e SEE RCP FOR FiNiSH F VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL { SEE FIN.PLAN & iNT.ELEV FOR BASE & FLOOR it .�Mr f•R •+,n iY�•+, 5. • REQUIRED METAL FRMG � WD 13 KG '4 SEE PLAN ROD & I 5/8 "' PNTD GYP,BD. SEALANT SEE PLAN FOR BASE • 1 1/2 "INSUL • r ._ m� 4" CONC. SLAB &ASE a II :.i,i JOINT a uj I �.. c* M r'. 4 �iI ri w r . • a , t om; 'V •uwinw.rii� }saaaw,aa a.aa„ ••S,N� .a nr,aas }.. ,,asu.,s s, }as .. }. ,} l # • r j I I II .� •# * Cl • t i III 0 BEAM ARM r WIN i• i . . �► i W SECTION-G B ALCONY-EAST SCALE 3 " =1i - 0 " SILL PAN • •l i ••r r] R •• In r DR r: r 2" INSUL PLY SHEATHIING WALL MEMBRANE • CEDAR SO FFIT 2 1/2 " INSUL, EXTEND UP 24 PAST INT INSUL `.l• �t T.O. W ALL F.T ^ s�.��� » x a � ���•� ��••�x. t.if... t '.-fi'b••i,.'�`'e'Yt,r''Ii.�.S; e .� •'•, �.b. • ..�'.. v`'• �' ' F.. c EL. EE T S RU r c•r STAINLESS STL. FAST. W/ EPIT RUBB CEMENT ALLJ r !jx 1" INSULATION _ 3/4' PLY SHEATHING WALL MEMBRANE 1 " WALL INSUL. LAP WALL MEMB. OVER -- BLKG & KEEPER TO WEEP 1 "X4 WD BLKG — 1" HAT FRMG STAINLESS STL. FAST, W/ EPT RUBBER STRIP @ ALL JOINTS ALUM, DRIP & KEEPER ---- SIDING J OINT / R .O. EL. 81941 _ ' WEEP p � ALUM. HEAD TRiM + WALL SECTION- GARAGE - MASTER BEDRM - SOUTH EXTEND WALL MEMB INTO SCALE 3 " =V -0" OPNG. FOR CONT AIR BARE C.L. PANEL JOINT 16 GA. EXT. STEEL CLIP CTLASH INSERT 3/4" CO NT. PLY. BLKG ALUM, PARAPET FLASHING MEMB. ROOF FLASHING BELOW METAL FLASH •l s APPLIE ROO MEMB. FABRI REINFOR PROVIDE DOUBLE REIN FORCING J AT SUBSTRATE TAPERED ROOF TYPE X GYP. SHEATHING i DENS D ECK. 1/8" PER FOOT SLOPE TO DRAIN W OOD BLOCKING •#! PLAN • • r THICKNESS • D ECK. SEE RCP FOR FINISH Lj VAPOR RETARDER PNTD GYP.BD. WINDOW SYSTEM SILL FRAMING VAPOR RET PNTD GY P.BD . WALL CAVITY r 'r }. SEE 1/A403 SEE FIN,PLAN & INT, ELEV EL. 8213' - 2" EXT. STEEL COPING EXT. STL, "Z" SUPPORT T.O. PAR FRMG EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING � • r r ! SPRAY APPLIF -D INSUL. PLY SHEATHING WALL MEMBRANE 2 1/2 " ZEE FRAMING 10 GA.EXT.WEATHERING STEEL PANELS ZAHNER ADJUSTABLE "J" CLIP ASSEMBLY SEE DETAIL 1/A403 — ,.� C.L. PANEL JOINT � i r r 1/ • SEE RCP FOR FINISH BLOCKING ® SU PPOR T HATS @ ALL JOINTS & P ANELS FASTENERS f 1" INSULATION WALL MEMBRANE; FOR ' C 1" HAT FRMG @ HORZ,& VERT. JOINTS & AS REQUIRED FOR FASTENERS. 11/2" WALL INSUL. 11/2" ZEE FRMG IN HORZ. ROWS 2X4 WD & PLY BLKG 2" FOUNDATION INSUL FOUND, WATERPROOF'G MEMB. & DRAINAGE MAT METAL FRMG SEE PLAN 5/8" PNTD GYP.BD. SEE PLAN FOR BASE 4" CONC. SLAB 4 &,ASE 4 " JOINT 3ED( - EST SCALE 3 " =V-0" EXT. STEEL COPING -WALL MEMB. FOR CONT. BARRIER. +• O VER CTLASH INSERT i G• II ST • i C ONT . e .rMlll MEMB ROOF FLASHIN h2 `EMI «�BELOW METAL • iy a `t.. .ft• .... ` L LIQUID APPLIED ROOF MEMB. Wl FABRIC REINF PROVIDE DOUBLE REINF ORCINi f J AT SUBSTRATE TAPERE ROO INSUL. WITH 5/8" TYPE X GYP, SHEATHING O DENS DECK PER ii T SL OPE TO DRAIN WD BLOCKING ROOF P LAN • • } PERIMETER PLY. D ECK SEE STRUCT 2i# •• e SEE RCP FOR FiNiSH F VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL { SEE FIN.PLAN & iNT.ELEV FOR BASE & FLOOR it .�Mr f•R •+,n iY�•+, 5. • REQUIRED METAL FRMG � WD 13 KG '4 SEE PLAN ROD & I 5/8 "' PNTD GYP,BD. SEALANT SEE PLAN FOR BASE 1 1/2 "INSUL • r ._ m� 4" CONC. SLAB &ASE a :.i,i JOINT a uj �.. c* M W SECTION-G B ALCONY-EAST SCALE 3 " =1i - 0 " SILL PAN • •l i ••r r] R •• In r DR r: r 2" INSUL PLY SHEATHIING WALL MEMBRANE • CEDAR SO FFIT 2 1/2 " INSUL, EXTEND UP 24 PAST INT INSUL `.l• �t T.O. W ALL F.T ^ s�.��� » x a � ���•� ��••�x. t.if... t '.-fi'b••i,.'�`'e'Yt,r''Ii.�.S; e .� •'•, �.b. • ..�'.. v`'• �' ' F.. c EL. EE T S RU r c•r STAINLESS STL. FAST. W/ EPIT RUBB CEMENT ALLJ r !jx 1" INSULATION _ 3/4' PLY SHEATHING WALL MEMBRANE 1 " WALL INSUL. LAP WALL MEMB. OVER -- BLKG & KEEPER TO WEEP 1 "X4 WD BLKG — 1" HAT FRMG STAINLESS STL. FAST, W/ EPT RUBBER STRIP @ ALL JOINTS ALUM, DRIP & KEEPER ---- SIDING J OINT / R .O. EL. 81941 _ ' WEEP p � ALUM. HEAD TRiM + WALL SECTION- GARAGE - MASTER BEDRM - SOUTH EXTEND WALL MEMB INTO SCALE 3 " =V -0" OPNG. FOR CONT AIR BARE C.L. PANEL JOINT 16 GA. EXT. STEEL CLIP CTLASH INSERT 3/4" CO NT. PLY. BLKG ALUM, PARAPET FLASHING MEMB. ROOF FLASHING BELOW METAL FLASH •l s APPLIE ROO MEMB. FABRI REINFOR PROVIDE DOUBLE REIN FORCING J AT SUBSTRATE TAPERED ROOF TYPE X GYP. SHEATHING i DENS D ECK. 1/8" PER FOOT SLOPE TO DRAIN W OOD BLOCKING •#! PLAN • • r THICKNESS • D ECK. SEE RCP FOR FINISH Lj VAPOR RETARDER PNTD GYP.BD. WINDOW SYSTEM SILL FRAMING VAPOR RET PNTD GY P.BD . WALL CAVITY r 'r }. SEE 1/A403 SEE FIN,PLAN & INT, ELEV EL. 8213' - 2" EXT. STEEL COPING EXT. STL, "Z" SUPPORT T.O. PAR FRMG EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING � • r r ! SPRAY APPLIF -D INSUL. PLY SHEATHING WALL MEMBRANE 2 1/2 " ZEE FRAMING 10 GA.EXT.WEATHERING STEEL PANELS ZAHNER ADJUSTABLE "J" CLIP ASSEMBLY SEE DETAIL 1/A403 — ,.� C.L. PANEL JOINT � i r r 1/ • SEE RCP FOR FINISH BLOCKING ® SU PPOR T HATS @ ALL JOINTS & P ANELS FASTENERS f 1" INSULATION WALL MEMBRANE; FOR ' C 1" HAT FRMG @ HORZ,& VERT. JOINTS & AS REQUIRED FOR FASTENERS. 11/2" WALL INSUL. 11/2" ZEE FRMG IN HORZ. ROWS 2X4 WD & PLY BLKG 2" FOUNDATION INSUL FOUND, WATERPROOF'G MEMB. & DRAINAGE MAT METAL FRMG SEE PLAN 5/8" PNTD GYP.BD. SEE PLAN FOR BASE 4" CONC. SLAB 4 &,ASE 4 " JOINT 3ED( - EST SCALE 3 " =V-0" EXT. STEEL COPING -WALL MEMB. FOR CONT. BARRIER. +• O VER CTLASH INSERT i G• II ST • i C ONT . e .rMlll MEMB ROOF FLASHIN h2 `EMI «�BELOW METAL • iy a `t.. .ft• .... ` L LIQUID APPLIED ROOF MEMB. Wl FABRIC REINF PROVIDE DOUBLE REINF ORCINi f J AT SUBSTRATE TAPERE ROO INSUL. WITH 5/8" TYPE X GYP, SHEATHING O DENS DECK PER ii T SL OPE TO DRAIN WD BLOCKING ROOF P LAN • • } PERIMETER PLY. D ECK SEE STRUCT 2i# •• e SEE RCP FOR FiNiSH F VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL { SEE FIN.PLAN & iNT.ELEV FOR BASE & FLOOR it .�Mr f•R •+,n iY�•+, 5. • REQUIRED � r '4 W SECTION-G B ALCONY-EAST SCALE 3 " =1i - 0 " SILL PAN • •l i ••r r] R •• In r DR r: r 2" INSUL PLY SHEATHIING WALL MEMBRANE • CEDAR SO FFIT 2 1/2 " INSUL, EXTEND UP 24 PAST INT INSUL `.l• �t T.O. W ALL F.T ^ s�.��� » x a � ���•� ��••�x. t.if... t '.-fi'b••i,.'�`'e'Yt,r''Ii.�.S; e .� •'•, �.b. • ..�'.. v`'• �' ' F.. c EL. EE T S RU r c•r STAINLESS STL. FAST. W/ EPIT RUBB CEMENT ALLJ r !jx 1" INSULATION _ 3/4' PLY SHEATHING WALL MEMBRANE 1 " WALL INSUL. LAP WALL MEMB. OVER -- BLKG & KEEPER TO WEEP 1 "X4 WD BLKG — 1" HAT FRMG STAINLESS STL. FAST, W/ EPT RUBBER STRIP @ ALL JOINTS ALUM, DRIP & KEEPER ---- SIDING J OINT / R .O. EL. 81941 _ ' WEEP p � ALUM. HEAD TRiM + WALL SECTION- GARAGE - MASTER BEDRM - SOUTH EXTEND WALL MEMB INTO SCALE 3 " =V -0" OPNG. FOR CONT AIR BARE C.L. PANEL JOINT 16 GA. EXT. STEEL CLIP CTLASH INSERT 3/4" CO NT. PLY. BLKG ALUM, PARAPET FLASHING MEMB. ROOF FLASHING BELOW METAL FLASH •l s APPLIE ROO MEMB. FABRI REINFOR PROVIDE DOUBLE REIN FORCING J AT SUBSTRATE TAPERED ROOF TYPE X GYP. SHEATHING i DENS D ECK. 1/8" PER FOOT SLOPE TO DRAIN W OOD BLOCKING •#! PLAN • • r THICKNESS • D ECK. SEE RCP FOR FINISH Lj VAPOR RETARDER PNTD GYP.BD. WINDOW SYSTEM SILL FRAMING VAPOR RET PNTD GY P.BD . WALL CAVITY r 'r }. SEE 1/A403 SEE FIN,PLAN & INT, ELEV EL. 8213' - 2" EXT. STEEL COPING EXT. STL, "Z" SUPPORT T.O. PAR FRMG EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING � • r r ! SPRAY APPLIF -D INSUL. PLY SHEATHING WALL MEMBRANE 2 1/2 " ZEE FRAMING 10 GA.EXT.WEATHERING STEEL PANELS ZAHNER ADJUSTABLE "J" CLIP ASSEMBLY SEE DETAIL 1/A403 — ,.� C.L. PANEL JOINT � i r r 1/ • SEE RCP FOR FINISH BLOCKING ® SU PPOR T HATS @ ALL JOINTS & P ANELS FASTENERS f 1" INSULATION WALL MEMBRANE; FOR ' C 1" HAT FRMG @ HORZ,& VERT. JOINTS & AS REQUIRED FOR FASTENERS. 11/2" WALL INSUL. 11/2" ZEE FRMG IN HORZ. ROWS 2X4 WD & PLY BLKG 2" FOUNDATION INSUL FOUND, WATERPROOF'G MEMB. & DRAINAGE MAT METAL FRMG SEE PLAN 5/8" PNTD GYP.BD. SEE PLAN FOR BASE 4" CONC. SLAB 4 &,ASE 4 " JOINT 3ED( - EST SCALE 3 " =V-0" EXT. STEEL COPING -WALL MEMB. FOR CONT. BARRIER. +• O VER CTLASH INSERT i G• II ST • i C ONT . e .rMlll MEMB ROOF FLASHIN h2 `EMI «�BELOW METAL • iy a `t.. .ft• .... ` L LIQUID APPLIED ROOF MEMB. Wl FABRIC REINF PROVIDE DOUBLE REINF ORCINi f J AT SUBSTRATE TAPERE ROO INSUL. WITH 5/8" TYPE X GYP, SHEATHING O DENS DECK PER ii T SL OPE TO DRAIN WD BLOCKING ROOF P LAN • • } PERIMETER PLY. D ECK SEE STRUCT 2i# •• e SEE RCP FOR FiNiSH F VAPOR RETARDER PNTD GYP.BD. WALL CAVITY INSUL { SEE FIN.PLAN & iNT.ELEV FOR BASE & FLOOR it .�Mr f•R •+,n iY�•+, 5. • REQUIRED • LAJ = r Lu ._ m� a a uj �.. c* M r'. 4 . Itt , t om; 'V • LAJ W M PROJECT: 2519 DRAWN BY: D A T E : CD 08.31,07 REVISIONS: 11.28,07 3 ALUM, SLOPE GLAZING SYSTEM WIN ULATED FRAMING r4 A406 ALUM. C'FLkSH INSERT T.O. CURB EL. 8212'-11" ALUM, FLASHING WALL MEMB, LAPPED TO WEEP BELOW ALUM. FLASH4� WD BLOCKING, j GAP @ 16"0k. TO ALLOW CAVITY VENT CEDAR SIDING WITH 51" FACE DIM CEDAR 2X" FURRING FOR CONT. VENT 7 WALL MEMB. FOR CONT AIR BARRIER SCALE T='Illll T.O. SIDING I/ EL. 9221'-1lr DRIP EDGE OVER MEMB T.O. FRAMING EL. 9 CEDAR SIDING WITH 51" FACE DIM CEDAR 2X" FURRING FOR CONT. VENT WALL MEMB. FOR CONT AIR BARRIER PLY SHEATHING T.O. PLY EL. 8219'- 6" • ALUM. JAMB TRIM BEYOND ALUM, SILL TRIM W1 END DAM BEYOND WALL MEMB. FOR CONT. AIR BARRIER; EXTEND INTO SILL - JAMB SIM. R.O. EL. 8216' - 0" EXT. SIDING JOINI 8215' -11 1/2" SILL TRIM KEEPERS 1X6 CEDAR SIDING 5 1/8" FACE DIM 2x CEDAR FURRING FOR CONT. VENT LAP IN WALL MEMB. TO WEEP CTLASHING INSERT SKYLIGHT FLASHING CONT. WALL MEMBRANE UNDER SKYLIGHT FLASH FOR CONT. BARRIER Em P-1 L. MEMB. ROOF FLASHING WALL NFILL BELOW METAL FLASH BALLAST ALLAST FILTER FABRIC R35 R EL. 8213' - 2" EXT. STEEL COPING EXT. STL. 'l SUPPORT T.O. PARAPET FRMG EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING T.O. DECK EL. 8212'- 0" 8 W OOD BLOCKING SEE ROOF SPRAY APPLIED INSUL. PLAN FOR WD THICKNESS PLY SHEATHING 3/4" PLY. DECK. SEE STRUCTURAL WALL MEMBRANE;LAP (QUID APPLIED ROOF MEMB. OVER FLASHING / FABRIC REINFORCING. PROVIDE TO WEEP BELOW D OUBLE REINFORCING AT SUBSTRATE JOINTS 2 1/2" ZEE FRAMING 3 P I T G J/ r TAPERED ROOF INSUL.W/ 5/8" TYPE X ALUM FLASHING YP.SHEATHING SIM. TO DENS DECK. ZAHNER "J" CLIP 1/8" PER FOOT SLOPE TO DRAIN EXTERIOR STL VAPOR RETARDER WALL PANELS VAPOR FRAMING R.O. WINDOW HEADER "EL. 8 210" ' - _7 3/4_�___ j C.L. PANEL JOINT U - ) Z rq1N "r EL. 8210'- T' KEEPER & EXT. SILL SEE RCP oC HEAD W/ TRIM; TRIM- BOND FOR FINISH BREAKER @ DISIMILAR MILS. 16 GA.EXT. STL. SILL PNTD GYP.BD ­VAPOR RETARDER WALL MEMBRANE A PLY BLOCKING S CONT. AIR BARRIER, EXTEND INTO SILL - JAMB SIM. LAP R.O. OVER BLOCKING TO WEEP 'EL. 8203'- 6 1/4" C.L. PANEL JOINT 11 311 4 SILL KEEPERS ZAHNER "J" CUP 2 1/2" ZEE FRAMING MEMBRANE FLASHING /—SILL EXTEND OVER BLKG PAN ALUM C' FLASHING B.O. PANEL/ T.O.PARAPET 2 ILL FRAMING .8 203' 6" 2" CRUSHED GLASS WHITE PVC COVER SHEET n LOFT BLOCKING BENT PLATE; PAINTED SLOPED GLAZING SYSTEM SUPPORT INSULATION WA BD VAPOR RETARDER ,PNTD GYP. B D WALL MEMBRANE ��1� Illi�� CEMENT BD STAINLESS STL. FAST. W/ EPT RUBBER STRIP @ ALL JOINTS LAP WALL MEMB OVER S. STL.CFLASH i �� TO WEEP STAINLESS CTLASH INSERT 12" STAINLESS STL. 18 GA. PANEL; EXTEND UP • CTLASH INSERT �i J. GRADE VARIES in - I*.] , t; • T.O. PLY DECK EL. 8202'- 3" I ia I" HAT FRMG @ HORZ.& VERT. JOINTS • & AS REQUIRED FOR FASTENERS, -1" WALL I NSUL. I" ZEE FRMG IN HORZ, ROWS TREATED 2X4 WD BLKG �Awawaivm_mof 7m 2_� WALL SECTION- GARAG E-EAST WALL BASIN M7.1' SCALE 3"=l'-U' C.L. PANEL JOINT 3/4" PLY SHEATHIING WALL MEMBRANE 1X6 CEDAR SOFFIT ZAHNER "J" CLIP ASSEMBLY EXT. WEATHERING STL 2 1/2" ZEE FRAMING SPRAY APPLIED INSUL WALL MEMBRANE PLY SHEATHING WEEP WALL MEMB OVER TRIM HEAD TRIM FLASHING 2X4 & PLY BLOCKING ZAHNER'J" CLIP ASSEMBLY B.O. PANEL ��i: �i3i 9 ♦ - 6 11 WEEPWALLMEMB @ TRIM 16GA,EXT.STL.HEAD TRIM STAINLESS STL. FAST. --/ W/ EPT RUBBER STRIP 7 @ ALL JOINTS CEMENT BID I" HAT FRMG @ HORZ.& VERT. JOINTS & AS REQUIRED FOR FASTENERS. 1" WALL I NSUL. WALL MEMBRANE PLY SHEATHING - LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATEJOINTS TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. s DECK. 18' • FOOT WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS V4" PLY. DECK. SEE STRUCTURAL ROOF NG FRAMI WALL MEMBRANE FOR CONT. AIR BARRIER; S I FAA i '7 S EAL TO * �SEE RCP FOR FINISH —WINDOW SYSTEM 0 1191'�II i CTLASH INSERT �19N 2x8 & 3/4" PLY BLKG U WALL BEHIND BLKG 3/4 PLY SHEATHING WALL CAVITY INSUL. C . . R NTD GYP.BD.- SEE FIN SCHED WALL FRMG, SEE STRUCT. -SEE FIN * PLAN & I NT. ELEV FOR BASE & FLOOR 2 SEE RCP& RF.SCHED. 2 FOR RM FINISH 2 _4 WALL FRMG, SEE STRUCT. 1 1/2" ZEE FRMG IN HORZ. ROWS WAL BEDRM-EAST SCALE 3"=1'-0" PLY SHEATHING — LAP WALL MEMB. OVER FLASHING TO WEEP ALUM. DRIP FLASHING SIDING JOINT/ R.O. r Z ALUM, HEAD TRIM EL AND KEEPER 9 WINDOW SYSTEM cjC ALUM. JAMB TRIM BEYOND ALUM, SILL TRIM W1 END DAM BEYOND WALL MEMB. FOR CONT. AIR BARRIER; EXTEND INTO SILL - JAMB SIM. R.O. EL. 8216' - 0" EXT. SIDING JOINI 8215' -11 1/2" SILL TRIM KEEPERS 1X6 CEDAR SIDING 5 1/8" FACE DIM 2x CEDAR FURRING FOR CONT. VENT LAP IN WALL MEMB. TO WEEP CTLASHING INSERT SKYLIGHT FLASHING CONT. WALL MEMBRANE UNDER SKYLIGHT FLASH FOR CONT. BARRIER Em P-1 L. MEMB. ROOF FLASHING WALL NFILL BELOW METAL FLASH BALLAST ALLAST FILTER FABRIC R35 R EL. 8213' - 2" EXT. STEEL COPING EXT. STL. 'l SUPPORT T.O. PARAPET FRMG EL. 8212'- 11" LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY FOR CANT. PLY SHEATHING T.O. DECK EL. 8212'- 0" 8 W OOD BLOCKING SEE ROOF SPRAY APPLIED INSUL. PLAN FOR WD THICKNESS PLY SHEATHING 3/4" PLY. DECK. SEE STRUCTURAL WALL MEMBRANE;LAP (QUID APPLIED ROOF MEMB. OVER FLASHING / FABRIC REINFORCING. PROVIDE TO WEEP BELOW D OUBLE REINFORCING AT SUBSTRATE JOINTS 2 1/2" ZEE FRAMING 3 P I T G J/ r TAPERED ROOF INSUL.W/ 5/8" TYPE X ALUM FLASHING YP.SHEATHING SIM. TO DENS DECK. ZAHNER "J" CLIP 1/8" PER FOOT SLOPE TO DRAIN EXTERIOR STL VAPOR RETARDER WALL PANELS VAPOR FRAMING R.O. WINDOW HEADER "EL. 8 210" ' - _7 3/4_�___ j C.L. PANEL JOINT U - ) Z rq1N "r EL. 8210'- T' KEEPER & EXT. SILL SEE RCP oC HEAD W/ TRIM; TRIM- BOND FOR FINISH BREAKER @ DISIMILAR MILS. 16 GA.EXT. STL. SILL PNTD GYP.BD ­VAPOR RETARDER WALL MEMBRANE A PLY BLOCKING S CONT. AIR BARRIER, EXTEND INTO SILL - JAMB SIM. LAP R.O. OVER BLOCKING TO WEEP 'EL. 8203'- 6 1/4" C.L. PANEL JOINT 11 311 4 SILL KEEPERS ZAHNER "J" CUP 2 1/2" ZEE FRAMING MEMBRANE FLASHING /—SILL EXTEND OVER BLKG PAN ALUM C' FLASHING B.O. PANEL/ T.O.PARAPET 2 ILL FRAMING .8 203' 6" 2" CRUSHED GLASS WHITE PVC COVER SHEET n LOFT BLOCKING BENT PLATE; PAINTED SLOPED GLAZING SYSTEM SUPPORT INSULATION WA BD VAPOR RETARDER ,PNTD GYP. B D WALL MEMBRANE ��1� Illi�� CEMENT BD STAINLESS STL. FAST. W/ EPT RUBBER STRIP @ ALL JOINTS LAP WALL MEMB OVER S. STL.CFLASH i �� TO WEEP STAINLESS CTLASH INSERT 12" STAINLESS STL. 18 GA. PANEL; EXTEND UP • CTLASH INSERT �i J. GRADE VARIES in - I*.] , t; • T.O. PLY DECK EL. 8202'- 3" I ia I" HAT FRMG @ HORZ.& VERT. JOINTS • & AS REQUIRED FOR FASTENERS, -1" WALL I NSUL. I" ZEE FRMG IN HORZ, ROWS TREATED 2X4 WD BLKG �Awawaivm_mof 7m 2_� WALL SECTION- GARAG E-EAST WALL BASIN M7.1' SCALE 3"=l'-U' C.L. PANEL JOINT 3/4" PLY SHEATHIING WALL MEMBRANE 1X6 CEDAR SOFFIT ZAHNER "J" CLIP ASSEMBLY EXT. WEATHERING STL 2 1/2" ZEE FRAMING SPRAY APPLIED INSUL WALL MEMBRANE PLY SHEATHING WEEP WALL MEMB OVER TRIM HEAD TRIM FLASHING 2X4 & PLY BLOCKING ZAHNER'J" CLIP ASSEMBLY B.O. PANEL ��i: �i3i 9 ♦ - 6 11 WEEPWALLMEMB @ TRIM 16GA,EXT.STL.HEAD TRIM STAINLESS STL. FAST. --/ W/ EPT RUBBER STRIP 7 @ ALL JOINTS CEMENT BID I" HAT FRMG @ HORZ.& VERT. JOINTS & AS REQUIRED FOR FASTENERS. 1" WALL I NSUL. WALL MEMBRANE PLY SHEATHING - LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATEJOINTS TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. s DECK. 18' • FOOT WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS V4" PLY. DECK. SEE STRUCTURAL ROOF NG FRAMI WALL MEMBRANE FOR CONT. AIR BARRIER; S I FAA i '7 S EAL TO * �SEE RCP FOR FINISH —WINDOW SYSTEM 0 1191'�II i CTLASH INSERT �19N 2x8 & 3/4" PLY BLKG U WALL BEHIND BLKG 3/4 PLY SHEATHING WALL CAVITY INSUL. C . . R NTD GYP.BD.- SEE FIN SCHED WALL FRMG, SEE STRUCT. -SEE FIN * PLAN & I NT. ELEV FOR BASE & FLOOR 2 SEE RCP& RF.SCHED. 2 FOR RM FINISH 2 _4 WALL FRMG, SEE STRUCT. 1 1/2" ZEE FRMG IN HORZ. ROWS WAL BEDRM-EAST SCALE 3"=1'-0" Li FZ ry db Am 16 % Li FZ P R 0 j E ( T 2519 D RAW N BY: D A T E : CD 08 .31.07 R E V I S 10 11.28.07 are db Am P R 0 j E ( T 2519 D RAW N BY: D A T E : CD 08 .31.07 R E V I S 10 11.28.07 5 4 • • .,,,. C ALUM H STRIP s T. O.PARP ET T.O. PLY D ECK EL. 8202' - 3" CAVITY NSUL LVL CANOPY FRMG- SEE STRUCT, 3/4" PLY SHEATHIING CONT. WALL MEMBRANE WRAP AROUND FASCIA & EXTEND INTO OPNG. CONT. WALL MEMBRANE --• WRAP AROUND FASCIA & EXTEND OVER PARAPET & BOTTOM OF SOFFIT PLY. 22GA.ALUM. STANDING SEAM FASCIA PANELS. 24 "X10" WITH 1/2" DRIP .J. B.O.SOFFIT rr EL. $201' =I'r` WEEP WALL MEMB INTO DRIP. ALUM FACSIA ATTACHMENT BELOW CEDAR SOFFIT E r MEMBRANE EXTEN OVER PARAPET ALUM C'FLASHING WHITE • C GL • a4• 4 v, d- P MORTAR BED W/ •. •SNOW MELT SYST a O' 4 r •,r., v ... .. :. a .`t' ~% 2" CRUSHED GLASS WHITE PVC COVER SHEET 0 M ORTAR BED SN MELT SYST T.O. PLY DECK EL. : • r SEE ♦ '� T T "� "' i�l'� ST r ROOF INSUL.W/ TY PE X GYP. SHEATHING T O DENS DECK. PER •• •• • LIQUID APPLIE ROO MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE L SUBSTRATE JOINTS •,, r:• r •b • r SEE . FOR FINISH V APOR RETARDER FNTD GYP FRY METAL DRYWALL r 0 is 2X10 FLOOR STRUCT- SEE STRUCT. LVL FLOOR STRUCT- SEE STRUCT. T.O. SIDING q y EL. 8211' - 3' HOOK STRIP 2 T.O. FRAMING EL. 8211' - 1" COPING DRIP EDGE OVER FELTS CEDAR SIDING WITH 58" FACE DIM CEDAR 2X" FURRING FOR CONT. VENT WALL MEMB. FOR I CONT BARRIER WALL NF! L L L FRAMING SHEATHING m MON ALUM. COPING LAP WALL MEMB. OVER PARAPET 2 LAYERS' PLY BLOCKING C'FLG. /PARAPET FLASHING; ALUM, MEMB. ROOF FLASHING BELOW METAL FLASH BALLAST FILTER FABRIC L'ItOOD BL#rCXllG SEE • • • P FOR �r THICKNESS PLY. DECK. LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE +• b ••• • • b r CEILING R.OPNG, EL, 8209'-10" EL, 8201' -3 1/2" - 3/4" PLY SHEATHIING - 3/4" PLY SHEATHING CONT. WALL MEMBRANE m 1X6 CEDAR SOFFIT WRAPAROUND FASCIA PNTD GYP.BD & EXTEND INTO OPNG. c0 CONT. WALL MEMBRANE WRAP 1X6 CEDAR SOFFIT AROUND FASCIA & EXTEND INTO OPNG. WINDOW SYST ' LAP WALL MEMB. OVER ALUM SILL W/ ENDDAM BEYOND FLASHING TO WEEP R.OPNG. VAPOR RETARDER ALUM. DRIP & EL. 8191' -8 /4" LAP WALL MEMB OVER BLKG � FLASHING KEEPER T,O.STONE WD & PLY BLKG SIDING JOINT/ R.O. _ EL. 8191' -5 1/2" ALUM CLAD WD TRAM ALUM TRIM STONE PAVING W.PROOF MEMB.EXTEND �"\E:L. IJZUU' 11 1/4" T.O. PLY ENTRY UP OVER WD BLKG , *' . -*• 0— EL, 8191 -371 qY: r °.„• + "` " °' _k::, R. Z �y r�•r WEE -'..✓ Z T.O. PLY ENTRY , .�. `.t.4:s;.•i•: !;`:•.w ^. 1'�;' tV {� ALUM. HEAD TRIM WINDOW SYSTEM CMG AND KEEPER EL. 8191'-1 1/2" • r SEE . FOR FINISH V APOR RETARDER FNTD GYP FRY METAL DRYWALL r 0 is 2X10 FLOOR STRUCT- SEE STRUCT. LVL FLOOR STRUCT- SEE STRUCT. T.O. SIDING q y EL. 8211' - 3' HOOK STRIP 2 T.O. FRAMING EL. 8211' - 1" COPING DRIP EDGE OVER FELTS CEDAR SIDING WITH 58" FACE DIM CEDAR 2X" FURRING FOR CONT. VENT WALL MEMB. FOR I CONT BARRIER WALL NF! L L L FRAMING SHEATHING m MON ALUM. COPING LAP WALL MEMB. OVER PARAPET 2 LAYERS' PLY BLOCKING C'FLG. /PARAPET FLASHING; ALUM, MEMB. ROOF FLASHING BELOW METAL FLASH BALLAST FILTER FABRIC L'ItOOD BL#rCXllG SEE • • • P FOR �r THICKNESS PLY. DECK. LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE +• b ••• • • b r CEILING r-- � EL, 8209'-10" t2 (17' -2 3 /4 "A.F.F.) FOR FINISH SEE RCP VAPOR RETARDER PNTD GYP.BD CEDAR 2X" FURRING r� FOR CONT. VENT %Z WINDOW HEADER LAP WALL MEMB. OVER FLASHING TO WEEP VAPOR RETARDER ALUM. DRIP & PNTD GYP.BD FLASHING KEEPER PLY BLOCKING SIDING JOINT/ R.O. j W �"\E:L. IJZUU' 11 1/4" � MTL CORNER . -*• 0— ' •,,...._...�..,._... DRYWALL TRIM Z �y r�•r WEE -'..✓ Z �• tV {� ALUM. HEAD TRIM WINDOW SYSTEM CMG AND KEEPER ALUM, JAMB TRIM - -- BEYOND WITH END DAM SI L WALL MEMB, FOR CONT, AIR PAN BARRIER; EXTEND INTO SILL LA R.Oj OVER BLKG TO WEEP EL. 03 -7 1/4" _ FRY METAL DRYWALL EXT. SIDING JOINT EDGE ly 8203 3/41' SILL FRAMING ALUM. SILL W/ KEEPERS L CEDAR 2X FURRING FOR CONT.VENT css C'FLASH INSERT - 2x8 BLKG MEMBRANE FLASHING„ EXTEND OVER BLKG ALUM C' FLASHING B.O. SIDING / T.O. BLKG 2" CRUSHED GLASS 2 WHITE PVC COVER SHEET ° J WALL MEMBRANE EXTEND UP WALL BEHIND BLKG :a4 . (, MORTAR BEES 1tU /�a. 3!4 PLY SHEATHING SNOW MELT SYST 4 ° X WALL CAVITY INSUL. VAPOR RETARDER NTD GYP.BD.- -- - - - - -- -- _ ' 2 1. SEE FIN SCHED DECK.- STRU CEE TAPE I R INSUL.W/ 5M" TYPE X GYP. SHEATHING SIM. TO DENS DECK FOOT SLOP LI QUID APPLIED ROOF MEMB. FABRIC •• PROVIDE DOUBLE JO INTS •#r BLO CKING A PP LIE D SHE ATHIING VAPOR RETARDER GYP. LVL LINTEL - SEE STRUCT VAPOR RETARDER PNTD GYP.BD FRY METAL DRYWALL EDGE SEE RCP FOR FINISH SCALE 3 " =V -0" C'FLASH INSERT 2x10 BLKG CUT TO TIME OUT WITH SIDING MEMBRANE FLASHING 2 EXTEND OVER BLKG ALUM FLASHING BALLAST FILTER FABRIC ti x /ROOF 12 •ib BLOCKING SEE ROO J PLAN FOR WD THICKNESS PLY D ECK SEE STRUCTURAL —LIQUID APPLIED ROOF MEMB. FA AA N REINF P ROVIDE DOUBLE REINFOR J AT SUBSTRATE —TAPERE ROO INSUL. WITH 5/8" TYPE X GYP.SHEATHING T DENS D ECK PER •• T SLOPE TO DR WALL MEMBRANE EXTEND; UP WALL BEHIND BLKG 3/4" PLY SHEATHING LVL LINTEL- SEE STRUCT PNT GYP FRY METAL DR YWALL SEE RCP r F OR FINISH A mLqq LOU r-- � t2 o^ r� %Z n; i W j W � s L ,•'� css A mLqq LOU %Z W j (.v V ....� R 1 1 DR AW N f I • 08 11.2 • 710' PLY SHEATHING WALL MEMB. I" HAT FRAMING: HORIZONTAL & VERTICAL JOINTS CEMENT BID. LAP WALL MEMB. OVER FLASHING TO WEEP STAINLESS SLT FASTENERS,PNT7D ALUM, DRIP FLASHING & KEEPER - SIDING JOINT / R.O. EL. 8209'- 2 1/4" WEEP ALUM. HEAD TRIM AND KEEPERS WINDOW SYSTEM ALUM SILL W/ ENDDAM BEYOND WALL MEMB & 3 1/8"SILL PAN WD & PLY BLKG WD TRIIM R.OPNG. EL. 8199 -5" 1" HAT FRMG ­-� LAP WALL MEMB. OVER FLASHING • WEEP • X610mm 8196- SIDING JOINT EL, 8209'- ALUM. DRIP FLASHING & KEEPER SET DOOR SYSTEM IN CONT BED OF SEALANT ,,L T.O.STONE 'qr EL, 8188'-1 1/2" STONE PAVING 31. 2f INSUL J" PLY BLKG T.O.PLY EL. 8188'-0" T.O.CONC.WALL ONE 14412m -9. a &.0 SEE FINISH PLAN FOR FLOOR INFO —WD BLKG @ THRESHOLD I T.O. PLY !�� EL. 8213'-11" FA WALL NALL FRA ING ,4 T.O. SIDING qy EL. 8221'- 1" COPING DRIP EDGE OVER MEMB T.O. FRAMING mV EL. 8220' -11" CEDAR SIDING WITH 5j" FACE DIM CEDAR 2X" FURRING FOR CONT. VENT WALL MEMB. FOR CONT AI R BARRIER PLY SHEATHING gollw• m .� ALUM. COPING LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY BLOCKING CONT. 3/4" PLY BLKG CFLG./PARAPET FLASHING; ALUM. MEMB. ROOF FLASHING BELOW ALUM. FLASH /-- BALLAST alwif"i Rm- PLY SHEATHING LAP WALL MEMB. OVER FLASHING TO WEEP ALUM. DRIP FLASHING & KEEPER SIDING JOINT/ R.O. \EL 9218'- 1" ALUM. HEAD TRIM AND KEEPERS z WINDOW SYSTEM F14 ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ END DAM BEYOND WALL MEMB. FOR CONT. BARRIER; EXTEND INTO SI - JAMB SIM. R.O. W27B EL. 8216' � 0" EXT. SIDING JOINT 8215' - 11 1/2 - SILL KEEPERS IX6 CEDAR SIDING- 5 1/8" FACE DIM 1 J" VENT 2x CEDAR FURRING LAP IN WALL MEMB. TO WEEP ALUM C'FLASHING INSERT ALUM BASE FLASHING MEMB. PARAPET FLASHING BELOW METAL FLASH 2XI2 BLOCKING LIQUID APPLIED ROOF MEMB. I W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATEJOINTS TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. TO DENS DECK 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS @ PERIMETER 3/4" PLY. DECK. SEE STRUCTURAL SPRAY APPLIED INSULATION SEE R CP FOR CLNG FINISH INFO *4—VAPOR RFTARDFR SCALE 3"=1'-O• I WALL INFILLI FRAMING SILL PAN : • 1 0 1 • SIDING EL. 8212'-11 1/2" HOOK STRIP T.O.FRMG EL. 8212'-9 1/2" COPING DRIP EDGE OVER MEMBRANE CEDAR 2X" FURRING FOR CONT. VENT HIM BALLAST C COPING DRIP EDGE Ir-1 SEE RCP FOR CLNG T.O.PAN­ I N FINISH INFO EL. 8216'-1" FILTER W WITH 5j" FACE DIM 4 J T.O.PARAPET FRMG I- EL. 8215'-11" ' ) CEDAR 2X" FURRING S. STL FASTENERS PNTD TO MATCH PANEL FABRIC m C CEMENT BD WINDOW HEADER 1" HAT FRAMING; SPRAY APPLIED HORIZONTAL & INSULATION VERTICALJOINTS WALL MEMB. FOR CONT BARRIER �� PLY SHEATHING -9. a &.0 SEE FINISH PLAN FOR FLOOR INFO —WD BLKG @ THRESHOLD I T.O. PLY !�� EL. 8213'-11" FA WALL NALL FRA ING ,4 T.O. SIDING qy EL. 8221'- 1" COPING DRIP EDGE OVER MEMB T.O. FRAMING mV EL. 8220' -11" CEDAR SIDING WITH 5j" FACE DIM CEDAR 2X" FURRING FOR CONT. VENT WALL MEMB. FOR CONT AI R BARRIER PLY SHEATHING gollw• m .� ALUM. COPING LAP WALL MEMB. OVER PARAPET 2 LAYERS 3/4" PLY BLOCKING CONT. 3/4" PLY BLKG CFLG./PARAPET FLASHING; ALUM. MEMB. ROOF FLASHING BELOW ALUM. FLASH /-- BALLAST alwif"i Rm- PLY SHEATHING LAP WALL MEMB. OVER FLASHING TO WEEP ALUM. DRIP FLASHING & KEEPER SIDING JOINT/ R.O. \EL 9218'- 1" ALUM. HEAD TRIM AND KEEPERS z WINDOW SYSTEM F14 ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ END DAM BEYOND WALL MEMB. FOR CONT. BARRIER; EXTEND INTO SI - JAMB SIM. R.O. W27B EL. 8216' � 0" EXT. SIDING JOINT 8215' - 11 1/2 - SILL KEEPERS IX6 CEDAR SIDING- 5 1/8" FACE DIM 1 J" VENT 2x CEDAR FURRING LAP IN WALL MEMB. TO WEEP ALUM C'FLASHING INSERT ALUM BASE FLASHING MEMB. PARAPET FLASHING BELOW METAL FLASH 2XI2 BLOCKING LIQUID APPLIED ROOF MEMB. I W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATEJOINTS TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. TO DENS DECK 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS @ PERIMETER 3/4" PLY. DECK. SEE STRUCTURAL SPRAY APPLIED INSULATION SEE R CP FOR CLNG FINISH INFO *4—VAPOR RFTARDFR SCALE 3"=1'-O• I WALL INFILLI FRAMING SILL PAN : • 1 0 1 • SIDING EL. 8212'-11 1/2" HOOK STRIP T.O.FRMG EL. 8212'-9 1/2" COPING DRIP EDGE OVER MEMBRANE CEDAR 2X" FURRING FOR CONT. VENT HIM BALLAST C CEDAR SIDING -- - - I I N N FILTER W WITH 5j" FACE DIM CEDAR 2X" FURRING FABRIC m C FOR CONT. VENT WALL MEMB. FOR L CONT BARRIER S SHEATHING R35 R F P PLY SHEATHING INSUL. T T.O. PLY EL. 8210' -2 5/81f - 0 WOOD BLOCKING SEE ROOF PLAN FO• WD THICKNESS 3/4" PLY. DECK SEE STRUCT . LIQUID APPLIED R••F MEMB, I I W/ FABRIC REINFORCING. PROVIDE 'DOUBLE REINFORCING AT SUBSTRATEJOINTS TAPERED ROOF INSUL.W/ 5/8" TYPE X GYP.SHEATHING SIM. TO DENS DECK 1/8" PER FOOT SLOPE TO DRAIN SPRAY APPLIED INSUL ROOF FRAMING WINDOW HEADER CORNER DRYWALL TRIM SEE RCP FOR Cl NG FINISH INFO ll --p r GYP .BD RETARDER PLY BLOCKING CEDAR 2X" FURRING - FOR CONT. VENT LAP WALL MEMB. OVER FLASHING • WEEP ALUM. DRIRFLASHING & KEEPER SIDING JOINT/ R.O. IEE. 13209'- 1 172*' WEEP ALUM. HEAD TRIM • Z r-j a. • n AND KEEPERS • • ALUM. JAMB TRIM BEYOND WITH END DAM WALL MEMB. FOR CONT. BARRIER; EXTEND INTO SILL LAP OVER MEMB TO WEEP R.O. EL. 8199'-4" EXT. SIDING JOINT j 8199' ALUM. SILLW/ KEEPERS T.O. PLY EL. 8198' POLYURETHANE SPRAY APPLIED INSULATION @ RIMS CEDAR 2X" FURRING FOR CONT. VENT LAP WALL MEMB. OVER FLASHING TO WEEP ALUM. DRIP FLASHING & KEEPER SIDING JOINT I / R.O. tL. E1196 -3 3N (D WEEP In Z N CL r , ALUM, HEAD TRIM ------ 3: 0 AND KEEPER ALUM. JAMB TRIM BEYOlN — ALUM. SILL TRIM W/ END DAM BEYOND WALL MEMB. FOR CONT. BARRIER; EXTEND INTO SI - JAMB SIM. 4 R.O. EL. 8188'-8 EXT. SIDING JOINT 8188 3/8" ALUM SILL & KEEPERS WALL MEMBRANE 2X WD. FURRING 0 STUDS FOR CONT. VENT BEHIND WD SIDING PLY WALL SHEATHING - T.O. PL ( EL. 8188 -0" WD BLKG, J" VERT FURRING WALL MEMBRANE LAPPED OVER BLKG & ST. STL. TRIM 2"WD BLOCKING J" WEEPS CUT IN BACKSIDE • WD SIDING @ 16"O.C. TO ALLOW CAVITY VENT AND WEEP PERFORATED TRIM; LAP WALL MEMB. OVER VERT. LEG 12" STAINLESS STL. TRIM; 18 GA. EXT. SIDING JOINT GRAD I ma k.j ALUM SILL W/ - ENDDAM BEYOND WALL MEMB & - 3 1/8"SILL PAN R.OPNG. T.O.COPING 5 ___..r_TEEL COPING EL. 8212' -5" SEE RCP FOR CLNG LAP WALL MEMB. SEE RCP FOR CLNG FINISH INFO FINISH INFO OVER PARAPET VAPOR RETARDER "Z" SUPPORT, S.S. VENEER ANCHOR PNTD GYP.BD VAPOR RETARDER EXT. STL. SHEATHING AS REQD cj STONE VENEER VAPOR RETARDER T.O.FRMG EL. 8212'-2" PNTD GYP.BD WINDOW HEADER EXT. STEEL CLIP T.O. PLY I 2 LAYERS J" PLY EL. 8198'-3" PLY SHEATHING BLOCKING 2" INSULATION T.O.STEEL C'FLG./PARAPET EL. 8198'-0 3/4" 10 GAUGE EXT. FLASHING; EXT. STL. STEEL PANELS WALL RIM Jill FRAMING JOIE' MEMB. ROOF FLASHING BELOW METAL FLASItPRAY APPLIED BALLAST INSULATION FILTER FILTER FABR, _fAB R1 -_ STL BEAM, SEE STRUCT CEMENT BD M11AL R35 ROOF I" HAT FRAMING @ INSUL, HORIZ. & VERT. ;DINTS & AS REQ'D ALUM TRIM; LAP WALL MEMB. A OVER VERT. LEG :R LAP WALL MEMB. OVER J T.O.PLY TRIM TO WEEP EL. 8210' -8" B.O.DRIP �LIQUID APPLIED ROO� EL MEM .8196'-S 1/4" B. lit W/ FABRIC REINFORCING. PROVIDE ALUM. DRIP 4 DOUBLE REINFORCING AT 2x WD BLKG/SIDING FRMG SUBSTRATEJOINTS 3/4" PLY SHEATHIING TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP, SHEATHING WALL MEMBRANE SIM. TO DENS DECK 3' INSUL 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF 1X6 CEDAR SOFFIT LAP WALL MEMB. FOR PLAN FOR WD THICKNESS @ PERIMETER CONT. AIR BARRIER; 3/4" PLY. DECK. SEE STRUCTURAL WEEP TO DRIP 2" INSULATION SPRAY APPLIED INSULATION WALL MEMBRANE, TO WEEP BELOW ZEE FRAMING 1/2" INSULATION ------ -- ZAHNER "J" CLIP WALL MEMBRANE FOR R.OPNG CONT. AIR BARRIER; EL. 8209'-4 3/8" SEAL TO WINDOW SYSTEM FLASHING & EXT.STL HEAD W/ TRI M;LAP WALL MEMB OVER TO WEEP SEE RCP FOR CLNG FINISH INFO SLIDING DOOR ASSEMBLY •O• & SEALANT STONE PAVING T.O.STONE EL, 8199'-1 T.O.PLY EL ' 81•8' -11" T.O.PLY SEE FINISH PLAN & INT. ELEV FOR WALL, BASE & FLOOR INFORMATION -STONE FLOOR ON SLAB R A 4' PLY DECK BEAM RmpipwaLim ff wmi SCALE 3" =V-0" ILL PAN DRYWALL TRIM —VAPOR RETARDER i —PNTD GYP.BD 1, 111111111111111210 FRMG • �04111iffililiffild ROD & SEALANT S.S. VENEERP STONE VENEER I" AIR SPACE WEEP WALL MEMB OVER DRIP R.OPNG W1 �i��6 3 1/2 SIDING O JINT 8196- ALUM. DRIP TO MATCH WINDOW SYSTEM I z FLOOR FRMG SEE STRUCT 3" INSUL. CONT. WALL MEMBRANE -2X WD BLKG SIDING SUPP RT rnpimr. npip EDGE T.O.PANEFL EL. 8216'-l" T.O.PARAPET FRMG EL. 8215' -11" STAINLESS FASTENERS PNTT TO MATCH PNL CEMENT BD. I" HAT FRAMING: HORIZONTAL & VERTICAL JOINTS WINDOW HEADER WALL MEMB. FOR CONT AI R BARRIER SHEATHING MTL CORNER DRYWALL TRIM T.O.PLY EL. 8213'-11" N :JIMP00190 I I fi• • m 8188 STONE PAVING 3.. 4 INSUL J" PLY BLKG T.O.PLY T.O.CONC.WALL EL. 8198' -9 3/4" T.O.SLAB Rr EL, 8187' -8" WATERPROOF MEMB EXTEI OVER BLK & INTO OPNG DRAIN BOARD SCALE 3"=1'-0"l z CL 0 c� , SEE FINISH PLAN FOR WALL, BASE INFORMATION —WD BLKG @ THRESHOLD PLY SHEATHING WALL MEMB. I" HAT FRAMING, HORIZONTAL & VERTICAL JOINTS CEMENT BD. LAP WALL MEMB. OVER KEEPER TO WEEP STAINLESS S-TX25 FASTENERS ALUM. DRIP KEEPER SIDING JOINT/ R.O. EL. 8209'- 2 1/4" WEEP ALUM. HEAD TRIM AND KEEPERS WINDOW SYSTEM Rrol .• � EL 8226' - 4" ROD & SEALANT S.S. VENEER ANCHOR STONE VENEER I" AIR SPACE PLY SHEATHING WALL MEMB. LAPPED OVER PARAPET FOR CONT. BARRIER & LAPPE OVER FLASH TO WEEP T.O.OPENING B it AWM. OPENING FLASHING Mail! All WALL NFILL FRA IN BALLAST ALUM FLASHING DRIP EDGE B.O.OPENING EL. 8223'-2 LAP ROOF MEMB FLASHING OVER WALL MEMB STAINLESS STL. ANCHOR STONE VENEER 1" AIR SPACE WALL MEMB PLY SHEATHING WALL MEMBRANE PLY SHEATHING WALL BLOCKING SEE STRUCT, S.STL ANGLE, SEE STRUCT LAP MEMB OVER ALUM FLASHING TO WEEP FILTER FABRIC ALUM. FLASHING ALUM.CTLASHING ROOF MEMBRANE FLASHING BALLAST --\ 4. I T.O.PLY LIQUID APPLIED ROOF MEMB. W/ FABRIC REINFORCING. PROVIDE DOUBLE REINFORCING AT SUBSTRATE JOINTS TAPERED ROOF INSUL. WITH 5/8" TYPE X GYP. SHEATHING SIM. TO DENS DECK 1/8" PER FOOT SLOPE TO DRAIN WOOD BLOCKING SEE ROOF PLAN FOR WD THICKNESS @ PERIMETER 3/4" PLY. DECK. SEE STRUCTURAL SPRAY APPLIED SPRAY APPLIED INSUL INSULATION w SEE RCP FOR CLNG SEE RCP FOR CLNG FINISH INFO FINISH INFO VAPOR RETARDER S.S. VENEER ANCHOR PNTD GYP.BD VAPOR RETARDER SHEATHING AS REQD cj STONE VENEER VAPOR RETARDER db PNTD GYP.BD WINDOW HEADER w 0 !T� cj db I 0 !T� P R O J E C T : 2515 D R A W N B Y DA CID 08-31.07 R E V I S I O N S : 11.28.07 20 I . I MTL CORNER DETAILS DRYWALL TRIM A409 WALL SECTION-CHIMINEY& LIVING ROOM NORTH SCALE 3'=1'-0" d0ft db P R O J E C T : 2515 D R A W N B Y DA CID 08-31.07 R E V I S I O N S : 11.28.07 20 I . I MTL CORNER DETAILS DRYWALL TRIM A409 WALL SECTION-CHIMINEY& LIVING ROOM NORTH SCALE 3'=1'-0" T.O.COPING EL. 8212'-S" "Z" SUPPORT; EXT. STL, T.O.FRMG EL. 8212'-2" PLY SHEATHING - 2" INSULATION 10 GAUGE EXT. – STEEL PANELS I •. a 6. z 0 Immalam ar 819 8'-11" D ETAIL SEE a ____ PANELJO INT ZAHINER ADJUSTAB EXTERIOR 'J" CLIP ASSEMBLY WEATHERING — STEEL PANELS 2" ZEE FRAMING 2" WALL INSUL. E j • t B • SEE PLAN & FINISH 5CHED FOR WALL & CEILING -\ T.O.WALL G °--- — _. 2" INSULATION 2x IPE CAP w/ SLOPE PLATE STEEL W/ FLUSH SCREW HEADS HANDRAIL BRACKET WALL MEMBRANE; T O WEEP BELO 2 LAYERS 4" PLY F 2" ZEE CURB AND FACIA ZAHNER "J" CLIP a • # • 5 2 `9 WALL MEMBRANE FOR •r TRIM Ln FLASHING & KEEPER CONT. AIR BARRIER; C'FLG. /PARAPET N . GA .EXT. 3/8 "x 2 1/2 WELDED MEMBRANE WALL WALL AS CONT. AIR STL. FRAME; PAINTED BARRIER; EXTEND INTO FRAMINq SILL - JAMB SIM. LAP OVER # TO WEEF TO 1x4 STEEL BAR POST; PNTD 0 MEMB. ROOF FLASHING s ` I Immalam ar 819 8'-11" D ETAIL SEE a ____ PANELJO INT ZAHINER ADJUSTAB EXTERIOR 'J" CLIP ASSEMBLY WEATHERING — STEEL PANELS 2" ZEE FRAMING 2" WALL INSUL. E j • t B • SEE PLAN & FINISH 5CHED FOR WALL & CEILING -\ T.O.WALL G °--- — _. EXT. STEEL COPING ,. --- -LAP WALL MEMB. OVER PARAPET EXT. STEEL CLIP 2x IPE CAP w/ SLOPE PLATE STEEL W/ FLUSH SCREW HEADS HANDRAIL BRACKET WRAP MEMB OVER --- 2 LAYERS 4" PLY CURB AND FACIA BLOCKING 1" STONE OVER HANG 5 2 WALL MEMBRANE FOR 3/4" CONT PLY BLKG CONT. AIR BARRIER; C'FLG. /PARAPET N FLASHING; EXT. STL. 3/8 "x 2 1/2 WELDED l WALL STL. FRAME; PAINTED EL. 8198' -11 112 " FRAMINq I TO 1x4 STEEL BAR POST; PNTD 0 MEMB. ROOF FLASHING s ` I BELOW METAL FLASH 0 0 SEE RCP FOR CLNG BALLAST : :P - it FILTER FINISH INFO W/ HEMMED DRIP EDGE FABRIC T.O. PLY DECK STAINLESS STL THREADED O CABLE SYSTEM; 4 " O.C. EL. 8198' - 6" R35 ROOF I INSUL P R 0 j E C T 2519 DRAWN BY: vulwalliv • Rome WINN i IWIIIIIII In li •r r •: • 2 1/2" INSUL AN ZEES AT • AND BEL LAP WALL :• F OUND WATERPROO PLY BLO CKING WEEP WALL MEMB OVER : . O._ • • EL. ar VA RIES 12" STAINLESS STL. I t a GRAD r 2'FO UVD&WV I1 SUL. 4 4 4. 4 � I . 4 PLATE MOUNT BRACKET 1X4 STEEL POST -3' -0" O.C.; PAINTED 3/8" X 2 1/2" WELDED STL. FRAME; PAINTED I T RENCH DRA PA VING FLUSH WITH DR AINAGE PROT. :r F - M ONO LITHIC REINF MEMBRANE W/ FLEX FLASH HYD 30 CAP SHEET FLEX FLASH UN •• s s• r I DEEP O F DRAIN, SOLID BLOCKING BELOW M ORTAR r w/ SNOW MELT SL OP E SLOPE TO DRAIN ST ONE r 2X6 BLOCKING WRAP MEMB OVER --- CURB AND FACIA 1" STONE OVER HANG WALL MEMBRANE FOR SLO PE CONT. AIR BARRIER; N SEAL TO WINDOW SYSTEM T.O. STONE l EL. 8198' -11 112 " I TO 8198' - 10" s 0 SEE RCP FOR CLNG ALUM FLASHING --'' : :P - it FINISH INFO W/ HEMMED DRIP EDGE T.O. PLY DECK EL. 8198' - 6" vulwalliv • Rome WINN i IWIIIIIII In li •r r •: • 2 1/2" INSUL AN ZEES AT • AND BEL LAP WALL :• F OUND WATERPROO PLY BLO CKING WEEP WALL MEMB OVER : . O._ • • EL. ar VA RIES 12" STAINLESS STL. I t a GRAD r 2'FO UVD&WV I1 SUL. 4 4 4. 4 � I . 4 PLATE MOUNT BRACKET 1X4 STEEL POST -3' -0" O.C.; PAINTED 3/8" X 2 1/2" WELDED STL. FRAME; PAINTED I T RENCH DRA PA VING FLUSH WITH DR AINAGE PROT. :r F - M ONO LITHIC REINF MEMBRANE W/ FLEX FLASH HYD 30 CAP SHEET FLEX FLASH UN •• s s• r I DEEP O F DRAIN, SOLID BLOCKING BELOW M ORTAR r w/ SNOW MELT SL OP E SLOPE TO DRAIN ST ONE r ADJUSTABLE FASTENER wf•7?Tt7xTiy,' e7 61 9 9 Z i 9 21 ell SCALE 3 " =1 " -O" SCALE 11/2 " =1' -O" a T. O. PLY D ECK r .1 : 6" LIQUID APPLIED ROOF MEMB. • Y r . • DOUBLE REINFORCING A SUBSTRATE JOINTS P LY O N SLEE *18"PER FOOT SLOPE TO DRAIN r FLOOR SPRAY APPLI INSULATI 3/4" PLY SHEATHIING: CONT. WALL MEMB. 1X6 CEDAR SOFFIT ROD & SEALANT S.S. VENEER ANCHOR S.S. VENEER ANCHOR STONE VENEER 1" AIR SPACE WEEP WALL MEMB OVER FLASHING DRIP ,1. R.OPNG W1 EL. 8196' - 3 1/2" If SIDING JOINT EL. 8196'- 3 1/4" ALUM.: DRIP FLASHING TO MATCH WINDOW SYST. r•s• r••• .. •i r i • • T EL. 8188' -1 STONE PAVING 3/4" INSUL – 3/4" PLY BLKG T.O.PLY SEE RCP FOR CLNG FINISH INSUL WINDOW HEADER PNTD GYP. BD MTLCORNER DRYWALL TRIM • ' w INF ORMATIO N B LKG THRESH 4 4� 4 4 SCALE 3" -1'-O" I; Co► N x r; r- I W C> 0 : :P - it 0 P R 0 j E C T 2519 DRAWN BY: DATE: CD 08. REVISIONS: 11.28.07 • ♦ + MAN r ADJUSTABLE FASTENER wf•7?Tt7xTiy,' e7 61 9 9 Z i 9 21 ell SCALE 3 " =1 " -O" SCALE 11/2 " =1' -O" a T. O. PLY D ECK r .1 : 6" LIQUID APPLIED ROOF MEMB. • Y r . • DOUBLE REINFORCING A SUBSTRATE JOINTS P LY O N SLEE *18"PER FOOT SLOPE TO DRAIN r FLOOR SPRAY APPLI INSULATI 3/4" PLY SHEATHIING: CONT. WALL MEMB. 1X6 CEDAR SOFFIT ROD & SEALANT S.S. VENEER ANCHOR S.S. VENEER ANCHOR STONE VENEER 1" AIR SPACE WEEP WALL MEMB OVER FLASHING DRIP ,1. R.OPNG W1 EL. 8196' - 3 1/2" If SIDING JOINT EL. 8196'- 3 1/4" ALUM.: DRIP FLASHING TO MATCH WINDOW SYST. r•s• r••• .. •i r i • • T EL. 8188' -1 STONE PAVING 3/4" INSUL – 3/4" PLY BLKG T.O.PLY SEE RCP FOR CLNG FINISH INSUL WINDOW HEADER PNTD GYP. BD MTLCORNER DRYWALL TRIM • ' w INF ORMATIO N B LKG THRESH 4 4� 4 4 SCALE 3" -1'-O" • I; N x r; r- I W C> 0 : :P - it 0 P R 0 j E C T 2519 DRAWN BY: DATE: CD 08. REVISIONS: 11.28.07 • 1 / , N I W C> : :P - P R 0 j E C T 2519 DRAWN BY: DATE: CD 08. REVISIONS: 11.28.07 1 / , M • i HOOK STRIP —� T.O. SIDING ` I V EL. 8212' -11/4" COPING DRIP EDGE LAP OVER MEMBRANE T.O. FRAMING EL. 8211'-10 1/4" CEDAR SIDING - FACE DIM 5$" CEDAR J" FURRING FOR CONT. VENT 2" 1NSUL. WALL MEMB. FOR — CONT AIR BARRIER PLY SHEATHING — r • . I m CE SID ING- FACE D IM CF- F OR CO WALL MEMB. F OR C B ARR IE R 2" INSUL. _• WALL O VER FLASHING T WEEP 2" ZEE FRAMING 2" ZEE FRAMING 3/4" VENT CEDAR SIDING FACE DIM 51/8" T.O. DECK I V EL. 8200' - 6" WALL MEMBRANE PLY SHEATHING a • . � s •r r i JO ' 81 98 CEMENT •• VERT.JOINTS &AS REQUIRED FOR I" ZEE FRMG IN HORZ. ROWS I" WALL I NSUL. WALL MEMBRANE PLY SHEATHING STAINLESS STL. FAST. PNTD TO MATCH PNLS LAP WALL : OVER ALUM TRIM r SI DING J OINT/ R " E .. z r TRIM 0 AND KEEPER EXTEN WALL MEMB INTO OPNG FOR CONT BARRIER ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ EN D DAM BEYOND WALL MEMB. FOR CO . BARRIER; EXTEN INT SILL - JAMB SIM. r R . • � . KEE PER 1" HAT FRMG T.O. •' LAP WALL MEMB O VER TO WEEP STAINLESS CFLASH INSERT CEMENT :r I r. PLY BLKG 18 GA. •= s UP TO CFLASH INSERT ►•r r _ • EL VARIES u FO UND = • SIDING JOINT / R. ` EL. 8206'- 6 1/2" 0 WEEP ALUM. HEAD TRIM, — FLASHING & KEEPER �; WINDOW SYSTEM — ALUM. JAMB TRIM BEYOND �^ ALUM. SILL TRIM W/ END DAM BEYOND R WALL MEMB. EXTEND INTO SILL JAMB SIM. w R.O. ` L. 8207' -5 1/2" EXT. SID J OINT 8207'5" SILL KEEPERS 2" ZEE FRAMING 2" INSUL. 2" ZEE FRAMING 3/4" VENT CEDAR SIDING FACE DIM 51/8" T.O. DECK I V EL. 8200' - 6" WALL MEMBRANE PLY SHEATHING a • . � s •r r i JO ' 81 98 CEMENT •• VERT.JOINTS &AS REQUIRED FOR I" ZEE FRMG IN HORZ. ROWS I" WALL I NSUL. WALL MEMBRANE PLY SHEATHING STAINLESS STL. FAST. PNTD TO MATCH PNLS LAP WALL : OVER ALUM TRIM r SI DING J OINT/ R " E .. z r TRIM 0 AND KEEPER EXTEN WALL MEMB INTO OPNG FOR CONT BARRIER ALUM. JAMB TRIM BEYOND ALUM. SILL TRIM W/ EN D DAM BEYOND WALL MEMB. FOR CO . BARRIER; EXTEN INT SILL - JAMB SIM. r R . • � . KEE PER 1" HAT FRMG T.O. •' LAP WALL MEMB O VER TO WEEP STAINLESS CFLASH INSERT CEMENT :r I r. PLY BLKG 18 GA. •= s UP TO CFLASH INSERT ►•r r _ • EL VARIES u FO UND = • VAPOR RETARD WALL FRAMING WALL CAVITY INSULATION PLY SHEATHING n/elR��t��f37_T�1 1"X4" OR 2 "X4 "FURRING FOR CONT VENT - SEE WALL SECT, VAPOR RETARD WALL FRAMING WALL CAVITY INSULATION PLY SHEATHING WALL MEMBRANE 1" HAT FRMG NEOPRENE /EPDM JOINT GASKET CEMENT BOARD W/ S -TX25 FASTNERS WALL FRAMING PLY SHEATHING WALL MEMBRANE 2" INSULATION _ • t R R R R ■ • ZEE @ 24" O.C. SEE WALL SECT. FOR DEPTH rCL? w u t R �, r PM�A : s 1X6 T.G. CEDAR SIDING i" JOINT DIM W/ NARROW BEVEL R 4 r�rf� R, F�� k 1 J a R • • • _ RRR•i pmaa Q .J WALL FRAMING PLY SHEATHING WALL MEMBRANE 2" RIGID INSULATION -2" ZEE @ 24" O.C. 1 " FURRING FOR CONT VENT SCALE: N.T.S. k ZEE @ 6" APART AT PANEL SEAMS 10 GUAGE EXT. WEATHERING STEEL PANEL WALL TYPE 3A EXT. ! -10GA EXTERIOR - ZAHNER "J" CLIP -2 OR 2-1/2" 2 -WALL MEMBRANE - PLYWOOD SHEAT -WOOD FRAMING ' _ WALL FRAMING SHEATHING WALL MEMBRANE s ZAHNER ATTACHMENT CLIPS " a ? I SCALE: N.T.S. -�' ✓" WALL TYPE 313 E? CONC. WALL W/ 1 ✓� ''` -10 GA EXTERIOR - ZAHNER "J" CLIP -2" OR 2-1/2" Z -2" EXTRUDED IN: -'' -WALL MEMBRANE ni VtA1P1l^n C`LJCA'PI • ALUM. SILL TRIM WITH END DAM e 1 WALL TYPE 4A STONE VENEER W/ WOOD FRAME: legally qualified to practice in the jurisdiction where the Project is locate end - welded studs, an d other suitable fasteners designed to withstand -STONE VENEER WITH STAINLESS STL ANCHORS and who is experienced in provided engineering services of the kind design loads. Provide exposed fasteners with heads matching color of - 1" AIR SPACE indicated below. wall panels by means offactory- applied coating. -WALL MEMBRANE - VAPROSHEILD WALLSHEILD OR 1. Engineering Responsibility: Preparation of Shop Drawings and B. Bituminous Coating: Cold - applied asphalt mastic, SSPC -Paint 12, - PLYWOOD SHEATHING -SEE STRUCT. comprehensive engineering analysis by a qualified professional compounded for 15-mil dry film thickness per coat. Provide inert-t -WOOD STUDS -SEE STRUCT engineer. noncorrosive compound free of asbestos fibers, sulfur components, and - BLOWN -IN INSULATION C. Mockups: Build mockups to verify selections made under sample other deleterious Impurities. -VAPOR RETARDER -POLY Submittals and to demonstrate aesthetic effects and qualities of materials C. Wall Panel Accessories: Provide components required fora complete -GYP. BD. SEE FINISH SCHEDULE and execution, metal wall panel assembly including trim, copings, fasciae, mullions, sills, 1. Build mockup of #ypical comer waif panel, as shown on Drawings; clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. WALL TYPE �� BTONE VENEER �/� WOOD FR:�M approximately 4a inches square by fait thickness, including insulation Match material and finish of wall panels, unless otherwise indicated. SCALE: N.T.S. supports, attachments, and accessories, 2. Approved mockups may became part of the completed Work if undisturbed at time of Substantial Completion. o �* CPS rl r- .r Qa CP% x ry a; °u d l= z� tfi Lu M -7 wA'-` aP WALL_ TYPE 2B CEMENT BOARD ON CONC, WALL W /WOOD FRAME WALL TYPE 2A CEMENT BOARD ON WOOD FRAME .' -FIBRE C CONCRETE /CEMENT PANELS - ANTHRACITE MATT -FIBRE CCONCRETE /CEMENT PANELS - ANTHRACITE MATT r1M A --1" HAT FRAMING 0 HORIZ. /VERTICAL JOINTS AND AS PANEL -1" HAT FRAMING @ HOR1Z. /VERTICAL JOINTS 8c AS w • ATTACHMENT REQUIRES PANEL ATTACHEMENT REQUIRES -isle. - NEOPRENE/ EPDM JOINT GASKET - NEOPRENE/ EPDM JOINT GASKET -1 "+ 1 -1/2" ZEE FRAMING -SEE WALL SECTIONS FOR DEPTH -WALL MEMBRANE - VAPROSHEILD WALLSHEILD -1" EXTRUDED INSULATION -PLY SHEATHING -SEE STRUCT -WOOD WALL FRAMING SEE STRUCT -WALL MEMBRANE - VAPROSHEILD WRLPSHEILD AIR BARRIER - BLOWN -IN INSULATION -PLY SHEATHING -SEE STRUCT -VAPOR RETARDER -POLY -WOOD STUDS -SEE STRUCT. -GYP. BD. SEE FINISH SCHEDULE -METAL FURRING AS REQUIRED -SEE PLAN 4 WALL TYPE 2B CEMENT BD. ON WOOD FRAME (7�� WALL TYPE 2A CEMENT BD. ON WOOD FRAME A41 SCALE: N.T.S. A41 SCALE: N.T.S. WALL SYSTEMS D. Preinstallation Conference: Conduct conference at Project site to review WALL FRAMING methods and procedures related to wall panel assemblies including, but 1.1 PERFORMANCE REQUIREMENTS not limited to, the following: A. Structural Performance: Provide wall panel assemblies capable of 1. Meet with Owner, Architect, wall panel installer, wall panel withstanding the effects of gravity loads and the following loads and manufacturers representative, structural- support Installer, and WALL CAVITY stresses within limits and under conditions indicated, based on testing installers whose work interfaces with or affects wall panels including INSULATION according to ASTM E 330: installers of doors, windows, and louvers. 1. Deflection Limits: Engineer wall panel assemblies to withstand test 2. Examine support conditions for compliance with requirements, pressures with deflection no greater than 11180 of the span and no Including alignment between and attachment to structural members, VAPOR RETARD evidence of material failure, structural distress, or permanent 3. Review flashings, special siding details, wall penetrations, openings, deformation exceeding 0.2 percent of the clear span. and condition of other construction that will affect wall panels. B. Thermal Movements: Provide wall panel assemblies that allow for thermal movements resulting from the following maximum change (range) 1.1 WARRANTY PLY in ambient and surface temperatures by preventing buckling, opening of A. Special Warranty: Manufacturers standard form in which manufacturer SHEATHING joints, overstressing of components, failure of joint sealants, failure of agrees to repair or replace components of wall panel assemblies that fail connections, and other detrimental effects. Base engineering calculation in materials or workmanship within specified warranty period, on surface temperatures of materials due to both solar heat gain and 1. Failures include, but are not limited to, the following: nighttime -sky heat loss. a. Structural failures, including rupturing, cracking, or puncturing. b. Deteriorati of metals, metal finishes, and other materials beyond 1.2 SUBMITTALS normal weathering, ROD & SEALANT AT JOINTS A, Product Data: Include construction details, material descriptions, 2. Warranty Period: Two years from date of Substantial Completion. dimensions of individual components and profiles, and finishes for each B. Special Warranty on Panel Finishes: Manufacturer's standard form in type of wall panel and accessory. which manufacturer agrees to repair finish or replace wail panels that B. Shop Drawings: Show fabrication and installation layouts of wall panels; show evidence of deterioration of factory- applied finishes within specified details of edge conditions, joints, panel profiles, comers, anchorages, Warranty period. attachment system, trim, flashings, closures, and accessories; and special C. Special Weather tightness Warranty: Manufacturer's standard form in details. Distinguish between factory- and field - assembled work. which manufacturer agrees to repair or replace metal wall panel 1. Accessories: Include details of the following items, at a scale of not assemblies that fail to remain weather tight, including leaks, within less than 1 -112 inches per 12 inches specified warranty period. TAiNLESS STL a. Flashing, fasteners, gaskets, sealants, and trim. 1. Weather tight Warranty Period: Five years from date of Substantial ANCHOR 2. For all installed products comply with design loads, include structural Completion. 1" AIR SPACE analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.2 WALL SYSTEM TYPES C. Samples for Initial Selection: For each type of wall panel indicated with A. Exterior Wall Panels: Fabricate wall panel units to the profile and factory - applied color finishes. configuration indicated; and of the material, finish, and thickness 1. Include similar Samples of trim and accessories involving color indicated. Design joints between panels to form weather tight seals. selection, 2. include manufacturers color charts consisting of strips of cured 1. Cedar Siding, sealants showing the full range of colors available for each sealant a. Wall Panel type 1A and 1 B; 1 x 6 Clear Cedar siding. Toung and exposed to view. Groove micro bevel, Finish face joint dimension 5 D. Samples for Verification: For each type of exposed finish required, 2. Cement Board/ Concrete Parcels. STONE prepared on Samples of size indicated below. b. Wall Panel type 2A and 2B: Concrete panels. Fibre C 318" panels. --/ VENEER 1. Wall and Soffit Panels: 12 Inches long by actual panel width. Include Color, Anthracites Finish, Matt. fasteners, closures, and other wall panel accessories. 3. Exterior Weathering Steel, Alloy A606 -97, Type 4. 10 Gauge, 2. Trim and Closures: 12 inches long. Include fasteners and other 4. Stone Veneer, Castleton Black with stainless steel anchors. exposed accessories. 3. Accessories: 12- inch - long Samples for each type of accessory. 1.3 MISCELLANEOUS METAL FRAMING 4. Exposed Gaskets: 12 inches long. A. Steel Sheet Components, General: Complying with ASTM C 645 5. Exposed Sealants: For each type and color of joint sealant required. requirements for metal and with manufacturers standard Install joint sealants in 112 -inch- wide joints formed between two corrosion- resistant zinc coating.. 6 -inch- long strips of material matching the appearance of wall panels B. Panel Supports and Anchorage: Provide girts, furring channels, angles, adjacent to joint sealants, plates, bracing, and other secondary framing members as required to Qualification Data: For Installer and professional engineer comply with performance requirements. 1. Provide materials and configuration indicated on Shop Drawings with 1.3 QUALITY ASSURANCE design loadings and structural analysis data signed and sealed by A. Installer Qualifications: Engage an experienced installer who has qualified professional engineer responsible for their preparation. completed wall panel projects of a similar material, design, and with a record of successful in- service performance. 1.4 MISCELLANEOUS MATERIALS B. Professional Engineer Qualifications: A professional engineer who is A. Fasteners: Self- tapping screws, bolts, nuts, self-locking rivets and bolts, WALL TYPE 4A STONE VENEER W/ WOOD FRAME: legally qualified to practice in the jurisdiction where the Project is locate end - welded studs, an d other suitable fasteners designed to withstand -STONE VENEER WITH STAINLESS STL ANCHORS and who is experienced in provided engineering services of the kind design loads. Provide exposed fasteners with heads matching color of - 1" AIR SPACE indicated below. wall panels by means offactory- applied coating. -WALL MEMBRANE - VAPROSHEILD WALLSHEILD OR 1. Engineering Responsibility: Preparation of Shop Drawings and B. Bituminous Coating: Cold - applied asphalt mastic, SSPC -Paint 12, - PLYWOOD SHEATHING -SEE STRUCT. comprehensive engineering analysis by a qualified professional compounded for 15-mil dry film thickness per coat. Provide inert-t -WOOD STUDS -SEE STRUCT engineer. noncorrosive compound free of asbestos fibers, sulfur components, and - BLOWN -IN INSULATION C. Mockups: Build mockups to verify selections made under sample other deleterious Impurities. -VAPOR RETARDER -POLY Submittals and to demonstrate aesthetic effects and qualities of materials C. Wall Panel Accessories: Provide components required fora complete -GYP. BD. SEE FINISH SCHEDULE and execution, metal wall panel assembly including trim, copings, fasciae, mullions, sills, 1. Build mockup of #ypical comer waif panel, as shown on Drawings; clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. WALL TYPE �� BTONE VENEER �/� WOOD FR:�M approximately 4a inches square by fait thickness, including insulation Match material and finish of wall panels, unless otherwise indicated. SCALE: N.T.S. supports, attachments, and accessories, 2. Approved mockups may became part of the completed Work if undisturbed at time of Substantial Completion. o �* CPS rl r- .r Qa CP% x ry a; °u d l= z� tfi Lu M -7 a I PR0 ECT: 2519 DRAWN BY: DATE: 11.28.07 ♦ • aP 1 r1M _ 400 w • 440 -isle. a I PR0 ECT: 2519 DRAWN BY: DATE: 11.28.07 ♦ • 6'-10j"R.0. 6 1 _01 Za 0 t­4 Sim Sim 02 5-4"R.O. 8'-l"R.O. 5 8 1 -O ff Sim 3 4 o ch 4'-01" ;4 ---------- 3 4 T-15" 4'-0 3 2 41- e-# p" 0vt z Of tr 08 09 1 1 4,V8 LA to o- z ld I t I I 9 r-47 AN m 3 11 111_4� 0 - z CL r2 ......................... 0 n 0 3 19t ----------------- ..... 0 it c� CL LL_ CL Ln in o if 0 Q (D ------- - Z z CL z M f? _z ns— w t ? ENTRY LEVEL T.O. PLYWD, ('Z co zo (? i I I 0 � — 0 Ap O IL in 8191 ( I p1 00 4 LOW D ER LEVEL T.O. PLYW. ILL AM 8189'-3j" LOWER LEVEL T.O. PLY�WWD. 8188 WINDOW TYPE- WINDOW TYPE- WINDOW 'TYPE: W5 UW4 s � 7 FIXED UNIT FRONT DOOR SWING RH FIXED UNIT TEMPERED FROSTED GLASS TYP TBD TEMPERED OL GARAGE T.O. SLAB FIXED UNIT MULLED W/ FRONT DOOR 8183'-6" WINDOW TYPE' WINDOW TYPE' WINDOW TYPE' TEMPERED WINDOW TYPE: WINDOW TYPE: ws --, SLIDER FIXED UNIT FIXED UNIT FIXED UNIT CASEMENT UNIT TEMPERED GLASS TEMPERED WITH SCREEN WINDOW TYPES EGRESS 36" A.F.F. 1/4" = V-0" 17'-B"R.O. 9'-l"R.O. 12-IR.O. T '" 17'-6' -0j"R.O. + ' '- 2-611 - -=f vo 6 7R.O. 2'-7"R.O., 11-6"R.O. 91-011 12 -11 .O. 7 T-011 2� 2 A -0 () . SIM - 2 2 CL z 5 Z :c loc Z f� Sim 0 j! r,4 0 r4 . _C5 cc 0 \5_o a y x 0 C! Fn Fri dil— w w f i vi, z V 1 A , Z co C? 0 I In 6ft mot Z Sim Z CL 9 zo W FIXED SLID SLIDER FIXED IL cr- G co r-4 4t Sim /2 MASTER LEVEL T.O.PLYWD. *i 40 ii ---- – ------ – --------- - 8200'-6" *DENOTES SYSTEM LENGTH OR HEIGHT WINDOW TYPE.- WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: W9 W14 FIXED / AWNING FIXED /AWNING FIXED UNIT FIXED UNIT FIXED UNIT DOUBLE SLIDER FIXED UNIT FIXED UNIT %won LAW WITH SCREEN WITH SCREEN TEMPERED TEMPERED TEMPERED WINDOW TYPES I= w_ ,C2 1/411 11-011 LAJ 4=> 8'-11"R.O. 9'-9j"R.O. 13' -61 "I R.O. it 11 9 1 4'-1"R R. 8 o -8 I, -1"R.0 4'-9j"R.O. t/ 1 -1011 -0" 6'-0 8 3-10 11 2 2 - 6 1. 0 �46 11 2 6 61101" 0 4 13 4 1 - .1 21- MCC tl 40 ww . \ �j k� ) ' _*NJ Sim = O0 SIM Sim 6$4 act 6 1 -0 1 ' 3'� "l �3 I'A W _Zih w ui it z 9 UD 0 (D 0 0 K�T n I 0 cc � /b z 0 z z mm z 0 CA 0 cn 00 ";r z co _c� in i Yv 0 0 0 1 0 cc cr cc FIXED SLIDER SLIDER FIXED lc� J I �3 iinf (Zo )SIM 02 IM r4 MAI LEVEL T. 0. PLYWD. 8198 gk MAIN LEVEL T.O.PLYWD. WINDOW - \-r 81981-311 WINDOW TYPE: *DENOTES SYSTEM LENGTH OR HEIGHT wPfi WINDOW TYPE: WINDOW TYPE' WINDOW TYPE: WINDOW TYPE' WINDOW TYPE WINDOW TYPE: !9 FIXED UNIT WINDOW TYPE' 2 ---Tj22 FIX /CASEMENT - 8 _e FIXED / CASEMENT FIXED / CASEMENT FIXED / CASEMENT FIXED FIXED WITH SCREEN WITH SCREEN WITH SCREEN WITH SCREEN DOUBLE SLIDER FIXED UNIT TEMPERED TEMPERED TEMPERED TYPES TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED WINDOW 11/4" 61-0 EQ EQ EQ EQ 11 21 P R 0 j E C T 2519 8'-1 "R.O. D R A W N B Y II j 81.011 10'-10"R.O. 7'-I"R.O. D A T E 09.18.06 -0 3 1 -8 4 2 1-0 111 " 11 cr / 2 A#, 10'-9j"R.O. ui i 8'-I"R.O. 10 71-011 3 -1 " R .O. I rl T -*N 6 -0 11 10 4p 1 -B ill R E V I S 10 N S -------------- cy PERMIT 10.10.06 w 0 PERMIT 6.14.07 1 4LOY o =4c z (D z T CD 8.31 07 0 WINDOW REV 10.12.07 ' (D w 11.28.07 9 0 (D 4 cd cr 0 0 4 TV HL bol Eo m---------- rL 0) 0 IL 0 z L9 MAIN LEVEL T. 0. PLYWD, 41 cs W z a- GA 0 WI OW TYPE: WINDOW TYPE: EL WINDOW SLIDER UPPER LEVEL WINDOW TYPE: CASEMENT/FIXED CASEMENT TYP SCHEDULE TEMPERED GLASS Aj- OVHD GARAGE DR 8208'- 7j TEMPERED FROSTED GLASS TBD UPPER LEVEL LANDING T.O.PLYWD 841 WINDOW TYPE: WINDOW TYPE WINDOW TYPE: WI TYPE: WINDOW TYPE: 207'- w2b w27 27 w28 W29 A500 CASEMENT/ FIXED CASE FIXED FIXED PATIO LH W/ FIXED TRANSOM L 40 " IN 41 HSIM A WINDOW TYPES TEMPERED GLASS It 1/4" V-0" WINDOW SYSTEM WOOD SILL BELOW IX WOOD TRIM, a 2 LAYERS 5 a '(TOTAL 1 PLYWD BLOCKING if a SILL BELOW WALL MEMB. FOR CONT. - 3/4" CEDAR TRI I ' 3/4" CEDAR TRIM IX4 FURRING FOR CONT VENT V•••• SHEILD, WALLSHIELD PLYWD SHEATHING STEEL STRUCT MITER CORNERS OFALL CEDAR SIDING AND TRIM 7"' FACE OF STUDS TO WINDOW SYST. 1FALL rTWjB. FOR COAT. BARRIER; EXTEND INTO JAMB ALUM JAMB AND KEEPER JAMB HOOK STRIP ALUM SILL BELOW W/ END 8 311 4 12 AMB DETAIL -MASTER BD.RM SLIDING DOOR SILL BELOW I EXTERIOR WALL MEMBRANE EXTEND INTO OPENING PROVIDE SEALANT & BACKER ROD 10 GAUGE EXTERIOR WEATHERING STEEL PANELS ZAHNER "J" CLIP PANEL ATTACHMENT SYSTEM 2 "OR 2 1/2" ZEE FRMG AS REVID VAPRO SHIELD, WALLSHIELD PLYWD SHEATHING I. INTERIOR POINT 5 CLAD LIFT-SLIDE DOORS SPACE PREWEATHERED & STABILIZED EXTERIOR WEATHERING STEEL O D. INTERIOR ONLY CURTAIN POCKET Mft 6" FIN. m IFAI A I SKYLIGHT AMB DETAIL -SKYLIGHT PLAN SILL BELOW WALL MEMB. FOR CO NT. r. BARRIER; EXTEND INTO JAMB co CORNERS BELOW, 3-1/8" DEEP ALUM JAMB & KEEPER AS CONT.BARRIER; JAMB HOOK STRIP SILL • \-MTL CORNER DRYWALL TRIM '-VAPOR RETARDER JAMB FRAMING _.,-PNTD GYP.BD ' CORNER DRYWALL TRIM 3 = 11-011 fl F__Fy1x/11111 ROD & SEALANT STONE VENEER I" AIR SPACE S.S. VENEER ANCHOR - WEEP WALL MEMB OVER DRIP ALUM. FLASHING TO MATCH WINDOW SYSTEM 04 R.OPNG/B.O.STONE EL. 8196 - 3 1/2" Z WEEP SILL PAN WITH MOLDED �WINDOW SYSTEM VAPROSHEILD SILLSAVER, CORNERS BELOW, 2-3/8" DEEP SILL PAN WITH MOLDED PNTD GYP. BID I _WOOD SILL 16GA. EXT. STEEL SILL BELOW CORNERS BELOW, 2-318" DEEP VAPOR RETARDER BELOW W/ END DAM ALUM SILL BELOW W/ END DAM! WALL MEMB. F•R CONT - ------------- I WALL MEMB. FOR CONT. BARRIER; EXTEND INTO JAMB AIR BARRIER; EXTEND INTO JAMB -- At 16GA EXT.STEELJAMB & KEEPER AND KEEPERS ALUM JAMB KEEPER CORNER WINDOW SYSTEM I DRYWALL JAMB HOOK STRIP JAMB HOOK STRIP m 111111 �Niw ;i 001�1_1:L_.^I `TA SILLSATZR,-- I SILL PAN WITH MOLDED CORNERS BELOW, 2-3/8" DEEP -WOOD SILL 16 GA. EXT. STEEL SILL BELOW BEL70W W/ END DAM WALL MEMB. FOR CO NT. • AIR BARRIER; EXTEND INTO JAMB 16GA EXT.STEEL JAMB & KEE JAMB HOOK STRIP EXTEND JAMB,HEAD & SILL X IMTL CORNER 3/4 " PROU OF WALL DRYWALL TRIM 10 GAUGE EXTERIOR ',-JAMB FRAMING WEATHERING STEEL PANELS ZAHNGR "J" CLIP PANEL ► ATTACHMENT SYSTEM 2"OR 2 1/2" ZEE FRMG AS REQ'D 2"OR 2 1/2" INSULATION VAPRO SHEILD, WRAPSHIELD I�cf ►i'►� ,r RL�tf/D SHEATBAIG m EXTEND JAMB,HEAD &SILL EXTEND JAMB,HEAD & SILL \-MTL CORNER DRYWALLTRIM vttrrra PROUD OF WALL 1 .111 DRYWLL TRIM 311; 1 3/4 A 1 " PROUD OF WALL 10 GAUGE EXTERIOR • -VAPOR RETARDER 8 11 7 9. HEAD DETAIL TYPE 4A WALL-STONE PANELS WEATHERING STEEL PANELS JAMB FRAMING CEDAR SIDING FACE DIM 5 JAMB FRAMING 1X FURRING FOR CONT VENT ►I����� ♦ 611 7AW ov VAPROSHEILD SILLSAVER, SILL PAN WITH MOLDED CORNERS BELOW, 2-3/8" DEEP ALUM SILL BELOW W/ END DAM, WALL MEMB. FOR CONT. - BARRIER; EXTEND INTOJAMB ALUM JAMB & KEEPER JAMB HOOK S TRI P EXTEND SILL BELOW 3/4" PROUD OF WALL z CL rifN 4 1 ) R KETARDER S.S. VENEER ANCHOR �� JAMB FRAMING STONE VENEER PNTID GY•.BD 1" AIR SPACE PLYWD SHEATHING I T1.1 F] B DETAIL TYPE 4A WALL-STONE PANELI 3 = V-0 11 SILL W/ END DAM �' r. WALL MEMBRANE co CORNERS BELOW, 3-1/8" DEEP AS CONT.BARRIER; SILL ALUM SILL BELOW W/ END DAM EXTEND INTO HEAD 13ELOW JT B A D SILL, TYP c.) LAM WALL MEMB. FOR CONT. I/ B.O. R. OPNG • BARRIER; EXTEND INTOJAMB .j 8190' -8 1/2" ALUM JAMB AND KEEPER -.4 ep Y _ JAMB HOOK STRIP ► j ETAL DRYWALL SILL KEEPERS 3 2117 EDGE S.S. VENEER ANCHOR • STONE VENEER Oct sa cm ILL FRAMING I" AIR SPACE PNTD GYP.BD • • ` ®�) VAPOR RETARDER PEP WALL 11 A 01110 EXTEND JAMB,HEAD &SILL EXTEND JAMB,HEAD & SILL \-MTL CORNER DRYWALLTRIM vttrrra PROUD OF WALL 1 .111 DRYWLL TRIM 311; 1 3/4 A 1 " PROUD OF WALL 10 GAUGE EXTERIOR • -VAPOR RETARDER 8 11 7 9. HEAD DETAIL TYPE 4A WALL-STONE PANELS WEATHERING STEEL PANELS JAMB FRAMING CEDAR SIDING FACE DIM 5 JAMB FRAMING 1X FURRING FOR CONT VENT ►I����� ♦ 611 7AW ov VAPROSHEILD SILLSAVER, SILL PAN WITH MOLDED CORNERS BELOW, 2-3/8" DEEP ALUM SILL BELOW W/ END DAM, WALL MEMB. FOR CONT. - BARRIER; EXTEND INTOJAMB ALUM JAMB & KEEPER JAMB HOOK S TRI P EXTEND SILL BELOW 3/4" PROUD OF WALL z CL rifN 4 1 ) R KETARDER S.S. VENEER ANCHOR �� JAMB FRAMING STONE VENEER PNTID GY•.BD 1" AIR SPACE PLYWD SHEATHING I T1.1 F] B DETAIL TYPE 4A WALL-STONE PANELI 3 = V-0 11 SILL W/ END DAM �' r. WALL MEMBRANE co CORNERS BELOW, 3-1/8" DEEP AS CONT.BARRIER; SILL ALUM SILL BELOW W/ END DAM EXTEND INTO HEAD 13ELOW JT B A D SILL, TYP c.) LAM WALL MEMB. FOR CONT. I/ B.O. R. OPNG • BARRIER; EXTEND INTOJAMB .j 8190' -8 1/2" ALUM JAMB AND KEEPER -.4 ep Y _ JAMB HOOK STRIP ► j ETAL DRYWALL SILL KEEPERS 3 2117 EDGE S.S. VENEER ANCHOR • STONE VENEER Oct sa cm ILL FRAMING I" AIR SPACE PNTD GYP.BD • • ` ®�) VAPOR RETARDER PEP WALL 11 A 3 = 11-011 • VAPROSHEILD SILLSAVER, SILL PAN WITH MOLDED k=00) �WOOD co CORNERS BELOW, 3-1/8" DEEP SILL ALUM SILL BELOW W/ END DAM 13ELOW c.) LAM WALL MEMB. FOR CONT. I/ • BARRIER; EXTEND INTOJAMB .j LAJ 4= ALUM JAMB AND KEEPER -.4 ep Y _ JAMB HOOK STRIP ► j • Oct sa cm PEP VAPROSHEILD SILLSAVER, SILL PAN WITH MOLDED k=00) �WOOD co CORNERS BELOW, 3-1/8" DEEP SILL ALUM SILL BELOW W/ END DAM 13ELOW c.) LAM WALL MEMB. FOR CONT. I/ • BARRIER; EXTEND INTOJAMB .j LAJ 4= ALUM JAMB AND KEEPER -.4 ep Y _ JAMB HOOK STRIP ► j EXTENDJAMB,HEAD &SILL ­-__13w I _#AaErk 3/4" PROUD OF WALL DRYWALL TRIM -VAPOR RETARDER FIBER C CONCRETE PANELS 1 '-JAMB FRAMING I HATr FRAMING VAP•O SHEILD, WALLSHIELD PNTD GYP.BD sl�1i PLYWD SHEATHING -WALL CAVITY INS] IAMB ETAIL TYPE 2A WALL-CEMENT BOARD A!)U1 J 3" = V-0" VAPROSHEILD SILLSAVER, SILL PAN WITH MOLDED CORNERS BELOW, 2-3/8" DEEP WHERE J" FURRING IS USED USE 3-1/8' DEEP SILLSAVER ALUM SILL BELOW W/ END DAM WALL MEMB. FOR CONT. BARRIER; EXTEND INTO IAMB ALUM JAMB AND KEEPER JAMB HOOK STRIP EXTEND JAMB,HEAD & SILL 3/4" PROUD OF WALL CEDAR SIDING FACE DIM 2X FURRING FOR CONT VENT V•P•• SHEILD, WALLSHIELD 2" INSULATION PLYWID SHEATHING InAlrifT T - ftR WOOD SILL BELOW WINDOW SYSTEM WOOD SILL BELOW -MTL CORNER DRYWALL TRIM -VAPOR RETARDER ► •• AMING -PNTD GYP .BD -WALL CAVITA( IIJSUL m - JAMB DETAIL TYPE 1A WALL-CEDAR SIDING �'EXTERIOR DOOR SCHEDULE agazwom CEO Num • 6 bos* TH CK- NESS - 011 COORD. W/ 20 x 11 GLASS PANEL 065 PAINTED w DOOR TO GARAGE; PAINT TO MA. CONCRETE PANELS, VERIFY OPNG DIM • LAMA k=00) ME co LAmJ c.) LAM I/ .j LAJ 4= an -.4 ep Y _ act j Oct sa cm • LAMA k=00) ME LAmJ c.) LAM I/ .j etool an LLJ act j Oct cm P R 0 j E C T: 2519 D RAW N BY: DA CID 08.31.07 R E V I S I O N S : 1128.07 MIA ® 1 Mi GENERAL NQTES 1, LIVE LOADS USED IN DESIGN: 3. FOUNDATIONS A. ROOF 100 PSF A. MAXIMUM SOIL DESIGN PRESSURE 3500 PSF B. TYPICAL FLOOR 40 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 05153 BY LKP ENGINEERING, INC.,DATED MAY 22, 2007, C. EXTERIOR DECK /PAT 10 100 PSF C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING D. IMPORTANCE FACTORS ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CATEGORY 11 CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SEISMIC FACTOR I 1.0 SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. SNOW FACTOR IS 1.0 WIND FACTOR IW 1,0 D, ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL E. WIND SHALL BE COMPACTED TO 957. (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 3 SECOND GUST 100 D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE FASTEST MILE 80 ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL EXPOSURE B REPORT FOR DESCRIPTION OF BEARING SOIL), F. SNOW E, CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 GROUND SNOW LOAD Pg 100 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT, REFER FLAT ROOF SNOW LOAD Pf 100 TO SOILS REPORT FOR BACKFILL MATERIAL. SNOW EXPOSURE FACTOR Ce 1,0 THERMAL FACTOR Ct 1.0 F, NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED, G. SEISMIC CONCRETE SLABS SHALL BE PROPERLY CURED. SITE CLASS 0 CATEGORY C G, CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED SS 0,35 OTHERWISE ON PLANS, S1 0.08 SOS 0.35 H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED SD1 0.128 FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. BASIC SEISMIC FORCE RESISTING SYSTEM 15 LIGHT FRAME SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS CS 0,05 1, NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY RESPONSE MODIFICATION FACTOR 615 BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. ANALYSIS PROCEDURE USED SIMPLIFIED METHOD J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. H. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 4, SLAB ON GRADE I, CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 EDITION, A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE, THE 2. TESTING, INSPECTIONS AND OBSERVATIONS: CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER, A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION, STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE B, MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE BUILDING CODE. RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE, B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL, 5. CONCRETE 1. SOIL PREPARATION A. ALL CAST- IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1/11 PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: 0. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. CONFORMANCE WITH THE APPROVED REPORT, FOOT INGS /DRILLED PIERS 3000 ps i STD - - - - - - 2. CONCRETE CONSTRUCTION FOUNDATION WALLS 3000 psi STD - - - - - - INTERIOR SLABS ON GRADE 3000 psi STD 0.50 - - - c. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT, INTERIOR STRUCTURAL SLABS 4000 psi STD 0.50 - - - b. CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT, EXTERIOR CONCRETE (+ +) 4500 psi STD 0.45 6%-8% C. PERIODIC VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. + + MAXIMUM SLUMP SHALL NOT EXCEED 4 ", d, PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX, e, CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED B, CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE, JOINTS TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND SHALL BE SPACED AT 12'-0" MAXIMUM AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE, X 3/16" WIDE WITHIN 12 HOURS AFTER POURING, CARRY ALL SLAB REINFORCEMENT f, CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT THROUGH JOINT, FOR PROPER APPLICATION TECHNIQUES, g. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING C. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A TEMPERATURE AND TECHNIQUES. HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE 3, STEEL CONSTRUCTION SHOWN, ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER, o, ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: D, ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE 1, WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE, USE ACCORDANCE WITH SECTION 1704,3, STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES OF b, THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE 6. REINFORCEMENT VERIFIED PRIOR TO THE START OF WORK PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE WELDING, DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A705 GRADE 60. 1, SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE MEMBERS SUCH AS STUDS AND JOISTS, LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER, 3. WELDING OF STAIRS AND RAILING SYSTEMS. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: AND MANUFACTURER ?S CERTIFICATE OF COMPLIANCE IS REQUIRED. 1, CONCRETE POURED AGAINST EARTH 3" d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION 3, COLUMNS AND BEAMS (TIE BARS) 1 -1/2" DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND 4, SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3 /4" PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION, e, VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS D, REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND SECTIONS 7,5, 7,6 AND 7,7 OF ACI 318, LATEST EDITION, MANUFACTURER ?S CERTIFIED MILL TEST REPORTS. f, PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS E, NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL CONSTRUCTION DOCUMENTS AND MANUFACTURER ?S CERTIFICATE OF BE A MINIMUM OF 48 BAR DIAMETERS FOR ##6 BARS AND SMALLER AND SHALL BE A COMPLIANCE, MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED g, CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTION WITH HIGH OTHERWISE, MAKE ALL BARS CONTINUOUS AROUND CORNERS, STRENGTH BOLTS, PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS, F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'- 0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS, ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR EACH CORNER, SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS TIGHTENING IN SUCH STANDARDS ARE MET. FOR BOLTS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS, REQUIRING PRETENSIONING, THE SPECIAL INSPECTOR SHALL OBSERVE THE PREINSTALLATION TESTING AND CALIBRATION 7. MASONRY PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE INSTALLATION METHOD OR BY PROJECT PLANS OR A. ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF SPECIFICATIONS: DETERMINE THAT ALL PLIES OF CONNECTED THE INTERNATIONAL BUILDING CODE, MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED AND MONITOR THE INSTALLATION OF BOLTS TO VERIFY B, CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL THAT THE SELECTED PROCEDURE FOR INSTALLATION IS FULFILL ASTM C62, C216 OR 0652. MORTAR SHALL BE ASTM C270 TYPE S OR M. PROPERLY USED TO TIGHTEN BOLTS, FOR JOINTS REQUIRED TO BE TIGHTENED ONLY TO THE SNUG -TIGHT CONDITION, THE C. MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE SPECIAL INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED STRENGTH OF F'm OF 1500 PSI BASED ON GROSS AREA, MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED, 2. MONITORING OF BOLT INSTALLATION FOR PRETENSIONING IS D. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE PERMITTED TO BE PERFORMED ON A PERIODIC BASIS WHEN MINIMUM LADDER-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL USING THE TURN-OF-NUT METHOD WITH MATCHMARKING REINFORCEMENT, HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE CORNERS. ALTERNATE DESIGN FASTENER (TWIST-OFF BOLT) METHOD. JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE INSPECTED E. UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH ONLY ON A PERIODIC BASIS. ONE ##5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND AT NOT OVER TWO FEET ON CENTER TYPICALLY, REINFORCEMENT 4, MASONRY CONSTRUCTION SHALL BE FULLY GROUTED IN PLACE, GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. a. THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY IN NON- ESSENTIAL FACILITIES SHALL BE AS FOLLOWS: F. ALL CMU WALLS REQUIRE A MINIMUM OF 2 - #5 IN BOND BEAM ABOVE ALL DOORS AND WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE 1, FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE NOTED. FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: G, REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS. a. PROPORTIONS OF SITE - PREPARED MORTAR, GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS, (PERIODICALLY) H, FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT FOR A DISTANCE b. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF OF 24" BENEATH AND A MINIMUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER MORTAR JOINTS. (PERIODICALLY) CONCENTRATED LOADS UNLESS NOTED OTHERWISE, C, PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES, (PERIODICALLY) I, CMU SHALL BE FULLY GROUTED BELOW GRADE, d. GROUT SPACE PRIOR TO GROUTING. (CONTINUOUSLY) e. PLACEMENT OF GROUT, (CONTINUOUSLY) J. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE f, PLACEMENT OF PRESTRESSING GROUT, (CONTINUOUSLY) ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR OPENINGS, ALL OF WHICH REQUIRE LINTELS, SEE LOOSE LINTEL SCHEDULE FOR 2. THE INSPECTION PROGRAM SHALL VERIFY: FRAMING OVER NON-BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS, SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS. 0. SIZE AND LOCATION OF STRUCTURAL ELEMENTS, (PERIODICALLY) I>. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING K, ALL MULTIPLE WYTHE MASONRY WALLS SHALL BE GROUTED SOLID BETWEEN EACH OTHER DETAILS OF ANCHORAGE OF MASONRY TO WYTHE WITH ASTM 0476 GROUT, STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION, (CONTINUOUSLY) L, WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL c, SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT, LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END, (PERIODICALLY) d, WELDING OF REINFORCEMENT, (PERIODICALLY) M, PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE. e, PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER (TEMPERATURE ABOVE 90 DEGREES F . (PERIODICALLY) 3. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED, (CONTINUOUSLY) 4, COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. (PERIODICALLY) 8, STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KS 1) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF RISC "MANUAL OF STEEL CONSTRUCTION," 0, ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1,1. E. MINIMUM WELDS TO BE PER RISC TABLE J2,4 BUT NOT LESS THAN 3 /16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. F. FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT -SECTIONS, ANGLES OR SHEAR PLATES), G, STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TQ ALLOW FOR ELONGATION AND SHORTENING, H, PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE NOTED. I, PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE, J. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS, K, UNLESS NOTED OTHERWISE, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1/4" THICK CONTINUOUS PLATE TO BEAM FLANGE. WIDTH OF PLATE TO BE 1/2" NARROWER THAN MASONRY THICKNESS, 9, NON-SHRINK GROUT A, NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS, 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS, 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE, 10. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6 "" WIDE ( WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES, B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8" ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED, E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9,1 UNLESS NOTED OTHERWISE, F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB, ALL SIZES SHOWN ARE NET, 2, LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC, 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, 0. F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS, MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER, G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U . PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE, 3. FOR FLOORING USE 3/4" T&G STURD - I -FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS, 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSS SHEATHING NAILED WITH 8d (OR 10d) NAILS AT V ON CENTER ALONG PANEL EDGES AND 12? ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED, 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS, H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE ?BCI- JOIST? AS MANUFACTURED BY BOISE CORPORATION, ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER, 1, LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTER IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 11, NON -STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC, ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS, B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL SE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 12, GENERAL A. ENGINEER ?S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS, B, VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS, VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY, C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER ?S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC „ REQUIRED FOR INSTALLATION OF HIS ITEMS, D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS, MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR, STEEL SHALL FULFILL ASTM A36. E, PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH, F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, WOOD JOISTS, LOG FRAMING MEMBERS, STEEL OPEN WEB JOISTS AND METAL DECK. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE, 1, ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS, IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. K, PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO, STAIRS SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. C� vH In A<1 r. rn O Pw ch V) CIO 0 Baal 1 SLIP CONNECTION� [RE:LANDS6APE 1 #6 AT 1'-0" HORIZONTAL AND #5 AT 1'-4" VERTICAL CENTERED IN "ALL 25' -1 5/5 " FOUNDATION NOTES '-4 - 7A5 20'-4" :2,'-4 -7/� 2j l I DATUM ELEVATION 100'-0" FOUAL5 5100'-O" U.S.0.5. ELEVATIOIN, 15. CENTER FOOTIN05 UNDER HALLS AND COLUMNS YNLE55 4 X 3'-q" X 1'-2 &'�5 5/4" CI I DIMENSIONED OTHERWISE ON FOUNDATION PLAN. EEP FOOTING WI o"" 2. [XXX'-X"I INDICATES TOP OF FOUNDATION ALL ELEVATION. 44)-#5 EACH NAY 5201 14. REFER TO ARCHITECTURAL DRAWINGS FOR STAI A v W e_ 1 % e5 1/4" WALL G DETAILS ;1 3. (XXX'-X") INDICATES TOP OF FOOTING ELEVATION. AND LANDING SLAB ELEVATIONS. ' 5201 STEP BOTTO 5 PO <F_Tj A OF FOPTINO 4. CONTRACTOR SHALL FOLLOW ALL REGUIREMENTS LISTED IN tOILS 15. ALL SITE I/4ALL5 NOT 5HOkIN ON TH15 PLAN SHAL� BE BUILT P ER 4� REPORT. ARCHITECTURAL I ANDSCAPE PLANS, DETAILS A D ELEVATINS. 4S N �,, s s i i i , SITE WALLS SHALL NOT BE CONNECTED TO THE t�UILDINf =� UNLESS EACH WAY 5. CONTRACTOR SHALL PLACE VERTICALLY FULL HEIGHT OF NOTED OTHERWISE, WALL % I L ----- — FOOTING J- WALL AT HI&H SIDE OF ALL WALL STEPS HIGHER THAN 44' -O'" �N STEP It 0 ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. 1 16. 1777 INDICATES FX15TINe FOUNDATION J11ALL TO REMAIN. STEP 5" -4" X 5'-4" X P-7 6. ALL FOOTINGS IN CRAVqLSFACES SHALL BE BACK FILLED WITH ITH J DEEP FOOTINI5 WIT W ALL V-1- _ COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTINO 1 ALL FOUNDATION HALLS ARE &' THICK UNLESS N TED OTHERWISE. (4)-#5 E -A STEP k4N O� : 4A� MINIMUM, UNL NOTED OTHERW ON PLANS OR 5HO STEP SECTIONS. i 0. "HF_>xx" INDICATES SIMPSON HOLD -DOWN. RE. 6/5201 FOR DETAIL. '7. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TO OF PLYWOOD FLOOR SHEATHING. 5. FOOTING ELEVATIONS SHOW ARE MAXIMUM AND MAY NEED TO —WALL TOP OF SLAB BEAM�� WHERE NO FOOTING 16 &HOWN STEP AT IN POCK BE LOWERED DUE TO SOIL CONPITION5. VERIFY ICHANOE5 kql�H STRUGTURAL ENGINEER. BELOW CONTINUOU6 FOUNDATION G. PLACE SLAB ON &RADE ON STRUCTURAL COMPACTED FILL JR WALL $, PROVIDE 3" VOID FORM RE: 5103 FOR BE Lou) WALL6 �DO NOT FOUR ON NATURAL ORADE AS OUTLINED IN SOILS REPORT. V4ALL- BEAM POCKET STEP H ON GRADE). 10. UNLESS OTHERVqISE N OT ED - A SL ON ORAC>E5 ARE 4" 10K LOCATIONS T—PROVIPE TEMPORARY WITH &X6 k42.1 X V4.2.1 WELDED WIRE FABRIC. I- - WALL I FRACINe- IINTII TEP I I e I STAIR 51 AE315 11. PROVIDE CONTROL JOINTS OR CONSTRUCTION ,JOINTS IN ALL N, DEEP FOOTING WITH (-:5)-#5 EACH WAY INSTALLED AND CURED SLABS ON GRADE. MAXIMUM 51ZF OF EACH AREA SHALL NO� L N EXCEED 144 FT I V205'r 12. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND F,>ETAILP WITH ARCHITECTURAL DRAWINGS. k4ALI- /-V4ALL FO TINO STEP (Iq STEP K12 N � K4 5T p #80 X AT je�" HORIZONTAI_—­­-­­­, N 5201 (N HAL L STE 15'-10 1/1' CORNER BA FROM WALL I -6"' TO; Ip2'-&" ON 4 .0 OUTSIDE FTE OF PqALL 4? 1 SS 4K4XI/4 STE ILI 4 - - - - It F,- 0 X� "N" -7 ...... {I ?I' -4 ") 3 " ( f? e- 20 TOP OF SLAB a" er 7 -0 4 - - - - - - - - - - T-r - WALL _ 0" 3._O.. -0 STEP ol, 1 3 -4' 45 3X5X114 I I-W-4" -------------- ------ ---- ---------- CO UMN TOP OF; 5 --------- 0111L I -_ IN T SLAB I \ "',W , e je�5 4 4 , %. I 1)_Ti it VI^T STEP I- FOOTING 2 1/4" 1 4 FOOTIN6 H55 4X4X318 H5 4X4X31& EP 1/4" 5201 OIL STEP (Ie>5 -4' 00 MN CIO UMN '-4") ST TOP OF I _ I - -I (4)-2X6 - - - - (185 - I -4- — COLUMN CRAWLSPACE It H55 4X4XI12_�' VA/ BACKFILL COLUMN COLUMN STEP X114 FOOTIN&---/ H55 4X4 __- p A HC>aA— 4 > 5201 ly C OLUMN i H55 4X4XI14 _ K) z L _j L : 8 1 H55 4X4XI/4 WALL d) IT COLUMN STEP ` I ; >�I m -4, 05'', z CFO F09TINe OPT TOP OF CRAN5FACE EXISTING AND I - BACKFILL " Ib - HDeiA STEM VsIALL 110 REMAIN Met (RE: 5/5205)1 x z X U � A 15 III _j 5201 I Lu 20 uj L HSS 3X3X114 (N C� 5'- 141 STEP - WALL 7 N! _j H5S 3X3XI /4 COLUMN PC N T CONN OT RETAININ<57 COLUMN _ LL X 4 X WALL TO BUILDIN(5�-� 4 M X 20 STEP BOTTO 7! 4'-0" X 4' L #6 X AT 6" HORIZONTAL OF _ (:Ul � k �4 DEEP FOOTINO NITR __F0_UNp&nON_WALLS__ — — ------ _j _00 --- DqFP - FO0T - (&) - -#5 -- EACH *4AY 01 : i I I : T (U.N.O. CORNER 5AR5 (OUTSIDE FACE) 3 '(r6)_#5_ EACH - k4AY L < (12)-BAR5 MINIMUM (4)-2X6 171- I. COLUMN [LEDGE AT lq8'-5 3/4") UP 7-0" 2'-0 1 1/4" 2 ONLY STEP HPe>A' 714, NO I' 1 ; I L - - - - - - - - - ALL L - - - - - - - - - - - - - - - - - - N - - - - - - - - WALL (l55' -47") Iit 5 2 � 2 A - L 1 #6 x AT ST EP 185 -4" - 7 I/ HORIZONTAL STEP I ' -:Nk I (4)-2X4 7/ -2 Z 7 CORNER BARS AL TREATE (OUTSIDE FACE) V, k4 STEP (12) -BARS MINIMUM _ _ _ _ _ _ _ _ _ _ _� __ __._ __ __ - — - — - — - — - — - — - — — - — - — - — 5'-5 3/4"1 _RF_;INF:�0_1i4A__LF_ _F A 67 Fp [Iqe #5 rf 1 1 �'5/' - R EINFORCE iD 4"1 RE INFORCE BUTTRESS AT 1'-0 VERTICAL - - - - TINO -j- HALL NITH #5 1 AND #5 AT q" HORIZONTAL FOOTING I A I STEP e_ EACH-,k4A_Y CENTERED IN WALL .1 1 4' �5" BOTTOM OF " e_ � -1 - ­ 1, STEP F�<ISTI t6' I Nil (VERIFY) NALL,_STEP-\ [lq 1/2�'] (VERIFY) ------ WALL lqro'-O - - - - - - - - - - - - - - - - - - - - - - - - 44 --- — — — — — — — — — U. FOOTINO ------ 7 — — – — – — – — – — ---- W FOOT[ (VERIFY) - --- - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - 7 > STEP HDe,>A FPDX 6" CONCRETE z Y DOWEL HVE5A Z WALL .WITH #5 X 2'-rol T 1'-0" 16 I &� EXISTINC-.7 0 - 77771 //ry//l IbF,, EACH WAY n" 7 1 -- — – — – - -- V, 4 71 c - I 0 Monroe & Newell DRAWN BY: Engineers, rue. DATE: 26 V.O.R_ 1597 70 tknchmuri hood. Slid. 204 REVISIONS: (9-)949-7768 0 FAX (970) 949-4054 EMU: C 1701 WN=p s . I ' = .200 , 40202 100% CD: '3'4927 PAK 303 61 )2 Revision: 8124/07 Revision: K) 13_ , 29 61=n ilz 'dw 0 As Revision: t 1, 8(A4 z FAX � 971 1 70 M3337789 u) 0 u LL 0 �A 3 qiR I 1)_Ti it VI^T STEP I- FOOTING 2 1/4" 1 4 FOOTIN6 H55 4X4X318 H5 4X4X31& EP 1/4" 5201 OIL STEP (Ie>5 -4' 00 MN CIO UMN '-4") ST TOP OF I _ I - -I (4)-2X6 - - - - (185 - I -4- — COLUMN CRAWLSPACE It H55 4X4XI12_�' VA/ BACKFILL COLUMN COLUMN STEP X114 FOOTIN&---/ H55 4X4 __- p A HC>aA— 4 > 5201 ly C OLUMN i H55 4X4XI14 _ K) z L _j L : 8 1 H55 4X4XI/4 WALL d) IT COLUMN STEP ` I ; >�I m -4, 05'', z CFO F09TINe OPT TOP OF CRAN5FACE EXISTING AND I - BACKFILL " Ib - HDeiA STEM VsIALL 110 REMAIN Met (RE: 5/5205)1 x z X U � A 15 III _j 5201 I Lu 20 uj L HSS 3X3X114 (N C� 5'- 141 STEP - WALL 7 N! _j H5S 3X3XI /4 COLUMN PC N T CONN OT RETAININ<57 COLUMN _ LL X 4 X WALL TO BUILDIN(5�-� 4 M X 20 STEP BOTTO 7! 4'-0" X 4' L #6 X AT 6" HORIZONTAL OF _ (:Ul � k �4 DEEP FOOTINO NITR __F0_UNp&nON_WALLS__ — — ------ _j _00 --- DqFP - FO0T - (&) - -#5 -- EACH *4AY 01 : i I I : T (U.N.O. CORNER 5AR5 (OUTSIDE FACE) 3 '(r6)_#5_ EACH - k4AY L < (12)-BAR5 MINIMUM (4)-2X6 171- I. COLUMN [LEDGE AT lq8'-5 3/4") UP 7-0" 2'-0 1 1/4" 2 ONLY STEP HPe>A' 714, NO I' 1 ; I L - - - - - - - - - ALL L - - - - - - - - - - - - - - - - - - N - - - - - - - - WALL (l55' -47") Iit 5 2 � 2 A - L 1 #6 x AT ST EP 185 -4" - 7 I/ HORIZONTAL STEP I ' -:Nk I (4)-2X4 7/ -2 Z 7 CORNER BARS AL TREATE (OUTSIDE FACE) V, k4 STEP (12) -BARS MINIMUM _ _ _ _ _ _ _ _ _ _ _� __ __._ __ __ - — - — - — - — - — - — - — — - — - — - — 5'-5 3/4"1 _RF_;INF:�0_1i4A__LF_ _F A 67 Fp [Iqe #5 rf 1 1 �'5/' - R EINFORCE iD 4"1 RE INFORCE BUTTRESS AT 1'-0 VERTICAL - - - - TINO -j- HALL NITH #5 1 AND #5 AT q" HORIZONTAL FOOTING I A I STEP e_ EACH-,k4A_Y CENTERED IN WALL .1 1 4' �5" BOTTOM OF " e_ � -1 - ­ 1, STEP F�<ISTI t6' I Nil (VERIFY) NALL,_STEP-\ [lq 1/2�'] (VERIFY) ------ WALL lqro'-O - - - - - - - - - - - - - - - - - - - - - - - - 44 --- — — — — — — — — — U. FOOTINO ------ 7 — — – — – — – — – — ---- W FOOT[ (VERIFY) - --- - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - 7 > STEP HDe,>A FPDX 6" CONCRETE z Y DOWEL HVE5A Z WALL .WITH #5 X 2'-rol T 1'-0" 16 I &� EXISTINC-.7 0 - 77771 //ry//l IbF,, EACH WAY n" 7 1 -- — – — – - -- V, 4 71 c - I 0 PROJECT: Monroe & Newell DRAWN BY: Engineers, rue. DATE: 26 V.O.R_ 1597 70 tknchmuri hood. Slid. 204 REVISIONS: (9-)949-7768 0 FAX (970) 949-4054 EMU: C 1701 WN=p s . I ' = .200 , 40202 100% CD: '3'4927 PAK 303 61 )2 Revision: 8124/07 Revision: K) 13_ , 29 61=n ilz 'dw 0 As Revision: t 1, 8(A4 Revision: FAX � 971 1 70 M3337789 u) 0 u LL �A 3 qiR PROJECT: 7291 DRAWN BY: u DATE: 26 Mar 2007 REVISIONS: 0) 0 C C 6/13107 100% CD: LL Revision: 8124/07 Revision: 9124107 As Revision: 4.) Revision: 10/15/07 u) 0 u LL C) f u r_q �' 4-J 0 PROJECT: 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122/07 Permit Set: 6/13107 100% CD: 8/8107 Revision: 8124/07 Revision: 9124107 As Revision: 10/8/07 Revision: 10/15/07 Revision: 11/20/07 I Scale: IN S101 - ,-- I c ( GUT THROUGH TO FLA146E AC11A7s'�. l,.lhl i m Monroe & Newell Engineers, Inc. P.Q. 8- 1.597 70 Dcaeh —k R-d, Suite 204 Avon, Colo udo 81620 (470)949.7768 NA.'Y (970? 939 -4034 N,o7el1: m+onRxmomvc ncwGlLLcom ! ! 1701 Wy tk <xm S—L SWw 20G Duiver, Culmwlo 80202 {3{)3 42.4 -4927 PAX (303 623 -6602 PC) Dux 295 619 M:dn Slrtv:.c, 3uiw 117 ['+isca C:u =. , 80443 (R7(7)) 658 -3776 PAX 'F :wiz: Crir�annunmo- {970y 668 -3788 ucwctl.w 4 ��x z `: t f +"fix f r 0 �r L 0 4-J (j) 0 U. ru _. 4> ru . �.. ru E C ru 0 1� 0 �} > 0 CO C) d" ...J fy) PROJECT: 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122107 Permit Set: 6/13/07 100% CD: 8/8/07 1 Revision: 8124/07 s Revision: 9124/07 Revision: 1018/07 A Revision: 10/15/07 Q Revision: 11/20/07 North LOWER LEVEL FRAMIN PLAN Scale: Sheet: 5102 W I11 BENT PLP•TE y11TH (2) "gyp -p^ C H B AM A f 0` I� 2 4„ 5' °�► 1/4x, v A 4 X 1� 1 (4) -2.>c6 CPLUIN COLUMN s :2 V P UP O LY N iA Ia WOOD 61.4EAR W,4LL SCHEDULE 7291 DRAWN BY: VCM DATE: 26 NAILING AT STUDS AT ADJOINING STUDS NOT AT ANCHOR BOLTS AT BL0*GKIN6 /RIM TO TYPE /SHEAR CAPACITY SHEATHING PANEL EDGES PANEL EDOE5 PANEL E06E5 FOUNDATION (S) WALL PLATES CONNECTION 260 LB/FT 15/32 PLYWOOD ad NAILS 2X 2X 1/2 "4> X 10" A35 DR LTP4 CLIP AT I' -4" ,4 ONE SIDE AT 6" O.G. U. AT 2' -0" 380 LB /FT 15/32 PLYWOOD 8d NAILS 2X 2X 1/2 "0 X 10" A35 OR LTP4 CLIP AT I' - O' ONE SIDE AT 4" O.G. 1 AT 2' -0" 1 410 LB /FT 15432 PLYWOOD Sd NAILS 2X 2X 1/2 X 10" A35 DR LTP4 CLIP AT 8" ONE SIDE AT 3' O.G. AT I' -0" X180 LB/FT 15/32 PLYWOOD bd NAILS 3X 2X I/2 "4> X 10" A35 OR LTP4 CLIP AT 10" (CI) BOTH SIDES AT 3" O.G. •i AT 8' 2c'10 LB/FT GYPSUM BOARD 6d COOLER OR 2X 2X V2 "4> X 10" 5d TOENAILS AT 3" BOTH 5IDE5 HALLBOARD. AT 4' -0" 12" NAIL X 1 3/4" LONG AT 4" 1. ALL PANEL EDGES SHALL BE BLOCKED. BLOGKINC7 SHALL MATCH THE STUD 51ZE AT ADJOINING PANEL EDGES. 2. NAIL 5PACING AT 12" O.G. ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL EXTERIOR HALLS SHALL BE TYPE05HEAR HALLS UNLESS NOTED OTHERHISE. 4. 5TAGGER ALL SHEATHING JOINT AND 51LL PLATE NAILING. 5. TOP PLATES IN SHEAR HALL D MAY BE NOT SPLICED. TOP PLATES IN ALL OTHER SHEAR HALLS SHALL HAVE A MINIMUM 5PLILEN6TH OF 4' -0" HITH (30) -16d NAILS IN (3) -ROH5 EACH SIDE OF SPLICE. 6. BLOCKING/RIM TO HALL PLATES CONNECTION AT SHEAR HALLS- 15 SIZED FOR TRANSFER OF SHEAR OF ONE FACE OF THE HALL ONLY AND ASSUMES THE OTHER FACE HAS LAPPED 5HEATHING. IF 5HEATHING I5 NOT LAPPED AT ONE FACE OF THE HALL, THE CONNECTIONS SHALL BE DOUBLED OR INSTALLED ON BOTH SIDES OF THE BLOCKING/RIM. SEE DETAILS. '7. NAILS SHALL BE COMMON OR GALVANIZED BOX IN PLYWOOD 5HEAR HALLS. 8. UNLESS CLOSER 5PACIN6 15 NOTED IN FOUNDATION DETAIL. Gi. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHING. 10. EXTENT OF SHEAR HALL DENOTED BY ------ --° • -- • -- . — II. RE. 6/5201 FOR HOLD -DOWN INSTALLATION DETAIL. W001- FRAMINC-r NOTE5: 1. ALL WOOD FRAMING JOISTS SHALL BE 5CI /q0 TYPE JOISTS AS MANUFACTURED BY BOISE CASCADE CORPORATION, ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. PROVIDE WEB STIFFENERS PER MANUFAGTURER'5 INSTALLATION IN5TRUCTION6 WHERE J015T5 ARE DOUBLED. 2, "L.V.L." INDICATES VERSA -LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL HAVE THE 'SAME OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. 4. N INDICATES COLUMN UP AND DO "N UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. 5. t 7 INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 6. 0" '— INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. - J. HEADERS SHALL BE (3) ~2X8 UNLESS NOTED OTHER "ISE. ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" (5 1/2 "9 W IDTH BY ADDING PLYWOOD SPACERS AS REQUIRED. ALL COLUMNS SHALL BE (.3) -2X6 UNLE55 NOTED OTHERWISE. q. HOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR. TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN 51ZE6 AS REQUIRED. 10. [�� INDICATES INTERIOR BEARING WALLS. I=LOOR JOISTS BEARING LOCATIONS SHALL LINE UP HITH STUDS BELOW. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION, EXTERIOR STUD5 SHALL BE SPACED 1' -4" FOR WALLS SHORTER THAN 14' -0 ". 12. ALL BEAM /BEAM AND BEAM/COLUMN CONNECTION5 SHALL BE MADE HITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHER "I5E. 13. REt ARCHITECTURAL DRAWIN65 FOR LOCATION AND 51ZE OF ROUGH OPENINGS IN WOOD STUD HALL5. SIMPSON L5 -C10 CLIP I I 14. REt ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING-? DETAILS. 2D� -o -o :-o 11, -0 Monroe & Newell Engineers, Inc. ") 1.197 711 Hengh—k Itoud, Suit.204 Avon, Cold. 81620 (970)949 -7768 k.4Y 19707 9wML400049 -54 fimuill: nvouGymasroon.m 0 0 1707 Wyynkc.n�StrceL Suit. 20(1 Ucriv , Gxl"nukr 80202 (303 623-1927 nm ( m 6 wa 3-6642 F() Hun 295 619 MAin Str' Suit. 117 i"i, C.trlarix4, 80443 (970)668 -3776 PAX (970) 668 -1789 �): rnnn c xt.w.n. ron, PROJECT: 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122/07 Permit Set: 6/13107 100% CD: 8/8/07 N 8124107 LL 9124107 z< Revision: 10/8107 i 10/15/07 & Revision: 11/20/07 • U. • 1 1 1j 1 0 1 •i fu 0 t � • i �' PROJECT: 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122/07 Permit Set: 6/13107 100% CD: 8/8/07 A Revision: 8124107 s Revision: 9124107 z< Revision: 10/8107 Q Revision: 10/15/07 & Revision: 11/20/07 North MAIN LEVEL FRAMING PLAN I Scale: i b [ b G I Sheet: S103 i I i I I ' WOOC) FF AMING NOTES: i I ' I 2. 3. 4. I � h 1 4 I 6. c t 8. 10. f II 12. ALL WOOD FRAMING JOISTS SHALL BE BCI /q0 TYPE: JO15T5 AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL HAVE EG2UAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. PROVIDE HEB STIFFENERS PER MANUFACTURER 5 INSTALLATION INSTRUCTIONS WHERE J015T5 ARE DOUBLED. "L.V.L. " INDICATES VERSA -LAM BEAMS, AS MANUFACTURED BY BO15E CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. Q INDICATES COLUMN DOWN ONLY— MULTIPLE 2X FRAMINO NOTED ON PLANS. ■ INDICATES COLUMN UP AND [.POWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. <> > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. HEADERS SHALL BE (3) -2Xb UNLESS NOTED OTHERWISE. ALL HEADE=RS SHALL BE BUILT OUT TO 5 1/2" (3 1/2 WIDTH BY ADDING PLYWOOD SPACE =RS AS REOUIRE°D. ALL COLUMNS SHALL BE (3) -2X6 UNLESS NOTED OTHERWISE. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDE=D TO NOTED COLUMN SIZES AS REOUIRE'.D. INDICATES INTERIOR BEARING HALLS. FLOOR JOISTS B E ARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED U51NC 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS SHALL BE SPACED I" -4 " FOR HALLS SHORTER THAN ALL BEAM/BEAM AND BEAM /COLUMN CONNECTIONS SHALL BE MADE WITH 5IMP5ON STEEL PLATE CONNECTORS UNLE55 NOTED OTHERHISE. 8d TOE.NAILS AT 5" a) Monroe & Newell Preliminary Pricing: u Permit Set: 6113/07 100% CD: 011 ! Revision: 8/24/07 C -0 a Revision: LL 1 10/15/07 Revision: 11/20107 rAX 303) 621.6642 rmert: krovufs rrwnro v ewc)l .,. Fp tiux 295 619 Mutn slr4 Suite t17 LL FAX (970) 6b& -7789 F —d: frixcaCama�.irae- ncvrclt.uxa 1 0 >1 � f ` i E C: 1 0 0 -- M •� 0 f; CO 1 P ROJECT : 7 rf•• B Y: VCM 26 Mar 0w1 REVISIONS: Monroe & Newell Preliminary Pricing: 5/22/07 Permit Set: 6113/07 100% CD: 8/8107 ! Revision: 8/24/07 Revision: 9/24107 a Revision: 10/8107 Q Revision: 10/15/07 Revision: 11/20107 North UPPER LEVEL FRAMING PLAN Monroe & Newell Engilteerz;, L1c. P.O. Soc 1$97 70 flCnchmwk N+xed, soitc 204 Avon, (970 94 76:8 (970)949 --7768 FAX (970) 949 -4054 t3mll: avoa6_¢monnae- rxwelLecun • • 1701 Wvnknon su- 4SW.200 beaver, ca mao 8(= 323) 611.4927 rAX 303) 621.6642 rmert: krovufs rrwnro v ewc)l .,. Fp tiux 295 619 Mutn slr4 Suite t17 rrisco, G' �IOrncW 8U343 (970)668-3776 FAX (970) 6b& -7789 F —d: frixcaCama�.irae- ncvrclt.uxa g � ` t �? 24 NS�a 4X4X3/ i (4)- 2 Xb .... STUC 1 tALi- P� � 5 , x10 ," W OOD 5HEAR WALL SCHEDULE NAILING AT STUDS AT ADJOINING STUDS NOT AT ANCHOR BOLTS AT BLOOKINO/RIM TO TYPE /SHEAR CAPACITY SHEATHING PANEL EDGES PANEL EDGE5 PANEL EDGES FOUNDATION (8) WALL PLATES CONNECTION 260 LB /FT 15/32 PLYWOOD 8d NAILS 2X 2X 1 /2 "cP X 10" A35 OR LTP4 CLIP AT i' -4" ONE SIDE AT 6" O.G. AT 2' -0" 380 LB /FT 15/32 PLYWOOD Sd NAILS 2X 2X 112 11 m X 101' A35 OR LTP4 CLIP AT 1' -0" LJ ONE SIDE AT 4" O.C. 1 AT 2' -0' 4q0 LB /FT 15/32 PLYWOOD Sd NAILS 2X 2X 112 11 m X 10" A35 OR LTP4 CLIP AT 5" V ONE SIDE AT 3" O.G. AT 1' -0' q8O LB /FT 15/32 PLYWOOD 8d NAILS 3X 2X 1 12 "m X 10" A35 OR LTP4 CLIP AT 10" (q) BOTH SIDES AT 3" O.C. •� AT 8' 2qO LB /FT 5/8" GYPSUM BOARD 6d COOLER OR 2X 2X 1 12 "<P X 10 Sd TOENAILS AT 3 "' BOTH SIDES WALLBOARD. AT 4' -0" 12" NAIL X 1 3/4" LONG AT 4" 1. ALL PANEL EPGE5 SHALL BE BLOCKED. BLOCKING SHALL MATCH THE 5TUP SIZE AT ADJOINING PANEL EPeE5. 2. NAIL 5PACING AT 12" O.C. ALONG INTERMEDIATE FRAMINS MEMBERS. 3. ALL EXTERIOR WALLS SHALL BE TYPE05HEAR WALLS UNLESS NOTED OTHERWISE. 4. 5TA&eER ALL 5HEATHINS JOINT AND SILL PLATE NAILING. 5. TOP PLATE'S IN SHEAR WALL 0 MAY BE NOT SPLICED. TOP PLATES IN ALL OTHER SHEAR WALLS SHALL HAVE A MINIMUM SPLI LENSTH OF 4' -0" WITH (30) -16d NAILS IN (3) -ROW5 EACH SIDE OF SPLICE. f+. BLOCKINO /RIM TO WALL PLATES CONNECTION AT SHEAR WALLS IS SIZED FOR TRANSFER OF SHEAR OF ONE FACE OF THE WALL ONLY AND ASSUMES THE OTHER FACE HAS LAPPED SHEATHING. IF SHEATHING 15 NOT LAPPED AT ONE FACE OF THE WALL, THE CONNECTIONS SHALL BE POUBLED OR INSTALLED ON BOTH SIDES OF THE BLOC.KINO /RIM. SEE DETAILS. '7. NAILS SHALL BE COMMON OR GALVANIZED BOX IN PLYWOOD SHEAR WALLS. 8. UNLE55 CL05ER SPACING 15 NOTED IN FOUNDATION DETAIL. q. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHING. 10. EXTENT OF SHEAR WALL DENOTED BY ^ • -- { -- • ------ -- 11. RE: 6 /5201 FOR HOLD -DOWN INSTALLATION DETAIL. COLUMN 20 _ 4 CANTiLEVEP I t- I HS5 4X4X3/f P ' f N / 1 COL tJf iN L 212' -0„ ? 20 -- !ALL ROOF JOISTS ARE 11 - 7/�5" E3rl/c"10 • F?OOF FRAI NOTES: I. ROOF 5HEATHING 5 /5" (40/20 SPAN RATING). STAGGER PANEL END JOINTS AND FASTEN WITH 106 NAILS AT 6" MAXIMUM ALL EDGES AND 1' -0" MAXIMUM OTHER SUPPORTS. 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NOT NOTED. 3. ALL HEADERS SHALL BE (3) -2XIO UNLESS OTHERWISE NOTED. ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDIN& PLYWOOD SHIMS AS REG2UIRED. 4. ALL HEAPERS LONGER THAN 6' -O" SHALL REQUIRE TWO TRIM STUDS AND TWO KINS STUDS EACH SIDE. 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR L55U TYPE UNLE55 NOTED OTHERWISE. 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND F30TTOM SHALL USE SIMP50N PLATE CONNECTORS UNLESS NOTED OTHERWISE ON DETAILS. - 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO ROOF. 8. <><X'-XX "> INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEISHT. q. SEE SHEET 5100 FOR SE:NERAL NOTES. 10. RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 11, I INDICATES TOP OF PLYWOOD SHEATHING. 12. RE: ARCHITECTURAL PRAWINGS FOR SKYLIGHT INFORMATION AND LOCATIONS. 13. RE: ARCHITECTURAL DRAWINCv5 FOR ALL OVERFLOW SCUPPER LOCATIONS. 14. GENERAL CONTRACTOR TO COORDINATE MECHANICAL ROOF TOP UNIT SUPPORT FRAME LOCATIONS AND DIMEN51ON5 BETWEEN MECHANICAL CONTRACTOR AND ARCHITECT. 15. ALL COLUMNS SHALL BE (3) -2X6 UNLESS OTHERWISE NOTED. 16, INDICATES 2X4 FLAT BLOCKING AT ALL PLYWOOD SHEATHING PANEL EDGES. FASTEN ALL PANEL EDGES WITH 8d NAILS AT 4 ". P a) s 0 MID LL r 1 AV Ah U) 1 if • 1 r > C 0 L) 0 i •� Ifu 0 f u • PROJECT: 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5/22/07 Permit Set: 6/13/07 100% CD: 818/07 r Revision: 8/24/07 a Revision: 9/24/07 Q Revision: 10/8/07 Q Revision: 10/15/07 A Revision: 11120/07 North ROOF FRAMING __ •M. - b F b G S105 Z I IF Offl— :=LM #5 X4'-O" EPDXY GROUT 6" INTO - 2'0" - - Erg ill= Iii 1=1 11 01 I I 11. 1 11= I W 44 = , w "ALL AT 1'-0" =W=W =u #5 x AT 2'-0" '1IIT_� d . D 1=1 I ISI A1 I 1=1 I I= =Ff_"= I lm=nl E #5 AT 1'-4" HORIZONTAL AND VERTICAL 4 4 W W �l (xx, IiI =11 14 4" IHIIF'E�w IuygH_IIqI@ lal FR C i � II M 4 '011 MIN -- I I I E-9 I F—I I 1 I I I I= E-911-1 —n 11 - = - 4I1 — III - 111 - 1111 = 11=111= 4 4* EWE W E it ff=7w.q �w =­' W=-. �4 - 1=1 111 11=1 l =1 I 1=1 I I=wl=l 11-_. 1 I= 4 =M=rfj= T1 I =III=­,,- Eiw= (XX 4 -Ar X #5 AT 1-4" 11 1! '- � 1 i V RE: PLAN 1141 1-- 4. 4 tl 4 CONTINUOUS 47 R PLAN �5 E C T I N 12 3/4" = 11_0X. 11✓ _ COLUMN AND PAD PLYWOOD 5HEATHINO NO WALL PER SHEAR HALL AT SIMILAR SCHEDULE WHERE INDICATED ON PLAN 2X6 INTERIOR BEARING BLOCK JO15T SPACE WALL ABOVE STEEL COLUMN RE: PLAN SOLID AT COLUMN WITH 5/4" X 10" X 10" BASE LOCATIONS WITH 11/2"-21/4" CONCRETE TOPPINe PLATE WITH (4)-1/2" (V X 10" i ( i 2X6 STUDS ON 3/4" Td& PLYWOOD ANCHOR BOLT AND MINIMUM 5UEFLOOR (RE- ARCH.) I" SHIM AND NON-SHRINK GROUT 5 GONTRACTOR'5 r ALTERNATE: USE t 4) < NT 11-1 4 1 RE: PLAN _7? 1/2"d) X Coil EMBEDMENT EXPANSION ANCHORS -AI TOP OF I N 5A5" FOOTING ' F PLATE x Monroe & Newell � 1 114" RIM BOARD T "rf= I CA L 5 1 T E R.O. H- 1597 70 8-d—L 9-1, Sui. 204 Axon, C.I­d.&J620 STONE VENEER 4' < 5/4" CHAMFER BOTH RE: ARCH. BLOCKING 4 51PE5 AND AT END OF - EXTERIOR SLAB U. RETAINING HALL WHERE A- 5/4" = 1'-0 z STUD WALL NOT FACED WITH VENEER 4 , tl 4 4 4 4 PLYWOOD 5HEATHINS U. (TYPICAL) FOR ATTACHME MM #5 (2)-#5 CONTINUOUS PER 5HEAR HALL J CL > AT P-4" a1w, K) W ` -I SCHEDULE WHERE ANCHOR BOLTS AT 4'-0" _--2X6 TREATED PLATE i�li�� _j A 4 INDICATED ON PLAN q '4 POSSIBLE DEFLECTIONS 5LA13-ON-GRADE __s C: 7 1 , ru OF APPROXIMATELY 5/a" T WITH W.W.F. (BATTER ALL HALLS BOLT PER 0 RE: PLAN 1/2" MIN) W T RE: PLAN A 5HEAR WALL SCHEDULE o� AT 51M. 4 4 RE: ARCH FOR DRAINAGE MAT 0 4 AT BACKFILL SIDE roR (1/2N7 X 6" EMBEDMENT k ANCHORE c. 4 o DO NOT CONNECT RETAINING 4 4 U HALL5 TO BUILDING FO HALLS UNLE!55 NOTED OTHERN15E RE: PLAN 10-1i =4= 1 1 It 4 C L R. TYPICAL FOOTING 4 4 4-- 4 a 04 REINFORCEMENT lu Z .4 UJI 4 4 .pb STANDARD 13AR5 TO MATCH F Lu . 4 TENSION LAP 4 z _j L 4X4Xale� X CONT. WITH 5/4"<P t CONTINUOUS H 3" CLf;Z. 0 EXPANSION BOLTS 4 4 -2 AT 2'-0" bECTION #5 AT 1'-0" 5. 4 N' 4 \,7j U 4 4 4 4' 4 4 4 _j Ik h _2Xe� TREATED PLATE e -------------- &ECTION 1 11 2X& EXTERIOR NALL NITH 1/2"(P ANCHOR NOTES: 5/4" BASE 1 WITH SHEATHING LA.-k - ORAPE 60 k6l 1, REBAR 2, CONCRETE FC = 5000 p9l 5. AL LOWABLE: 501L PRE55URE = 5500 PSF 4. ACTIVE PRE55URE 40 PCF 5. HORIZONTAL BACKFILL ONLY - NO 5URCHARGE5 Z I IF Offl— :=LM #5 X4'-O" EPDXY GROUT 6" INTO - 2'0" - - Erg ill= Iii 1=1 11 01 I I 11. 1 11= I W 44 = , w "ALL AT 1'-0" =W=W =u #5 x AT 2'-0" '1IIT_� d . D 1=1 I ISI A1 I 1=1 I I= =Ff_"= I lm=nl E #5 AT 1'-4" HORIZONTAL AND VERTICAL 4 4 W W �l (xx, IiI =11 14 4" IHIIF'E�w IuygH_IIqI@ lal FR C i � II M 4 '011 MIN -- I I I E-9 I F—I I 1 I I I I= E-911-1 —n 11 - = - 4I1 — III - 111 - 1111 = 11=111= 4 4* EWE W E it ff=7w.q �w =­' W=-. �4 - 1=1 111 11=1 l =1 I 1=1 I I=wl=l 11-_. 1 I= 4 =M=rfj= T1 I =III=­,,- Eiw= (XX 4 -Ar X #5 AT 1-4" 11 1! '- � 1 i V RE: PLAN 1141 1-- 4. 4 tl 4 CONTINUOUS 47 R PLAN �5 E C T I N 12 3/4" = 11_0X. 11✓ _ COLUMN AND PAD PLYWOOD 5HEATHINO NO WALL PER SHEAR HALL AT SIMILAR SCHEDULE WHERE INDICATED ON PLAN 2X6 INTERIOR BEARING BLOCK JO15T SPACE WALL ABOVE STEEL COLUMN RE: PLAN SOLID AT COLUMN WITH 5/4" X 10" X 10" BASE LOCATIONS WITH 11/2"-21/4" CONCRETE TOPPINe PLATE WITH (4)-1/2" (V X 10" i ( i 2X6 STUDS ON 3/4" Td& PLYWOOD ANCHOR BOLT AND MINIMUM 5UEFLOOR (RE- ARCH.) I" SHIM AND NON-SHRINK GROUT 5 GONTRACTOR'5 r ALTERNATE: USE t 4) < NT 11-1 4 1 RE: PLAN _7? 1/2"d) X Coil EMBEDMENT EXPANSION ANCHORS -AI TOP OF I N 5A5" FOOTING ' F PLATE x Monroe & Newell � 1 114" RIM BOARD T "rf= I CA L 5 1 T E R.O. H- 1597 70 8-d—L 9-1, Sui. 204 Axon, C.I­d.&J620 4' < RETAINING WALL 1701 Wl.k.1p St-1,5ui. 200 L 80202 BLOCKING 4 S =CTIN, - EXTERIOR SLAB U. 8 43 978 6 3771 FAX 9701 a378 9 � A- 5/4" = 1'-0 z STUD WALL 4 , tl 4 4 4 4 PLYWOOD 5HEATHINS U. < FOR ATTACHME MM #5 CONTINUOU5 TREATED PER 5HEAR HALL J CL > AT P-4" a1w, K) W SCHEDULE WHERE ANCHOR BOLTS AT 4'-0" _--2X6 TREATED PLATE 4 CONCRETE _j A 4 INDICATED ON PLAN q '4 Z I IF Offl— :=LM #5 X4'-O" EPDXY GROUT 6" INTO - 2'0" - - Erg ill= Iii 1=1 11 01 I I 11. 1 11= I W 44 = , w "ALL AT 1'-0" =W=W =u #5 x AT 2'-0" '1IIT_� d . D 1=1 I ISI A1 I 1=1 I I= =Ff_"= I lm=nl E #5 AT 1'-4" HORIZONTAL AND VERTICAL 4 4 W W �l (xx, IiI =11 14 4" IHIIF'E�w IuygH_IIqI@ lal FR C i � II M 4 '011 MIN -- I I I E-9 I F—I I 1 I I I I= E-911-1 —n 11 - = - 4I1 — III - 111 - 1111 = 11=111= 4 4* EWE W E it ff=7w.q �w =­' W=-. �4 - 1=1 111 11=1 l =1 I 1=1 I I=wl=l 11-_. 1 I= 4 =M=rfj= T1 I =III=­,,- Eiw= (XX 4 -Ar X #5 AT 1-4" 11 1! '- � 1 i V RE: PLAN 1141 1-- 4. 4 tl 4 CONTINUOUS 47 R PLAN �5 E C T I N 12 3/4" = 11_0X. 11✓ _ COLUMN AND PAD PLYWOOD 5HEATHINO NO WALL PER SHEAR HALL AT SIMILAR SCHEDULE WHERE INDICATED ON PLAN 2X6 INTERIOR BEARING BLOCK JO15T SPACE WALL ABOVE STEEL COLUMN RE: PLAN SOLID AT COLUMN WITH 5/4" X 10" X 10" BASE LOCATIONS WITH 11/2"-21/4" CONCRETE TOPPINe PLATE WITH (4)-1/2" (V X 10" i ( i 2X6 STUDS ON 3/4" Td& PLYWOOD ANCHOR BOLT AND MINIMUM 5UEFLOOR (RE- ARCH.) I" SHIM AND NON-SHRINK GROUT 5 GONTRACTOR'5 r ALTERNATE: USE t 4) < NT 11-1 4 1 RE: PLAN _7? 1/2"d) X Coil EMBEDMENT EXPANSION ANCHORS -AI TOP OF I N 5A5" FOOTING ' F PLATE x Monroe & Newell � 1 114" RIM BOARD T "rf= I CA L 5 1 T E R.O. H- 1597 70 8-d—L 9-1, Sui. 204 Axon, C.I­d.&J620 4' < RETAINING WALL 1701 Wl.k.1p St-1,5ui. 200 L 80202 BLOCKING 4 S =CTIN, - EXTERIOR SLAB U. 8 43 978 6 3771 FAX 9701 a378 9 � A- 5/4" = 1'-0 z STUD WALL 4 , tl 4 4 4 4 PLYWOOD 5HEATHINS U. < FOR ATTACHME 4 4 CONTINUOU5 TREATED PER 5HEAR HALL J CL > 1 --2X6 PLATE HITH 1/2" 0 X b" K) W SCHEDULE WHERE ANCHOR BOLTS AT 4'-0" _--2X6 TREATED PLATE 4 CONCRETE _j A 4 INDICATED ON PLAN q '4 5LA13-ON-GRADE __s C: 7 1 , ru NO HALL WITH W.W.F. U BOLT PER 0 RE: PLAN 4 4 RE: PLAN A 5HEAR WALL SCHEDULE o� AT 51M. 4 4 0 4 4 4 roR (1/2N7 X 6" EMBEDMENT k ANCHORE c. RE MENTJ REINFORCE 4 4 RE: PLAN 10-1i =4= 1 1 It 4 44 TYPICAL FOOTING 4 4 4-- 4 a 04 REINFORCEMENT lu BIr A 4 4 4 .pb STANDARD 13AR5 TO MATCH Lu TENSION LAP 4 TYPfCAL FOOTING REINFORCEMENT 0 -idia2i CONTINUOUS TYPICAL 5TEFFED FOOTINCz DETAIL bECTION 5. < 5- PLAN Ll U 1'-0" U.N.O. _2Xe� TREATED PLATE &ECTION 11 2X& EXTERIOR NALL NITH 1/2"(P ANCHOR 5/4" WITH SHEATHING LA.-k BOLT AT PER 5HEAR W&LL _ _5<,HPPULE Z I IF Offl— :=LM #5 X4'-O" EPDXY GROUT 6" INTO - 2'0" - - Erg ill= Iii 1=1 11 01 I I 11. 1 11= I W 44 = , w "ALL AT 1'-0" =W=W =u #5 x AT 2'-0" '1IIT_� d . D 1=1 I ISI A1 I 1=1 I I= =Ff_"= I lm=nl E #5 AT 1'-4" HORIZONTAL AND VERTICAL 4 4 W W �l (xx, IiI =11 14 4" IHIIF'E�w IuygH_IIqI@ lal FR C i � II M 4 '011 MIN -- I I I E-9 I F—I I 1 I I I I= E-911-1 —n 11 - = - 4I1 — III - 111 - 1111 = 11=111= 4 4* EWE W E it ff=7w.q �w =­' W=-. �4 - 1=1 111 11=1 l =1 I 1=1 I I=wl=l 11-_. 1 I= 4 =M=rfj= T1 I =III=­,,- Eiw= (XX 4 -Ar X #5 AT 1-4" 11 1! '- � 1 i V RE: PLAN 1141 1-- 4. 4 tl 4 CONTINUOUS 47 R PLAN �5 E C T I N 12 3/4" = 11_0X. 11✓ _ COLUMN AND PAD PLYWOOD 5HEATHINO NO WALL PER SHEAR HALL AT SIMILAR SCHEDULE WHERE INDICATED ON PLAN 2X6 INTERIOR BEARING BLOCK JO15T SPACE WALL ABOVE STEEL COLUMN RE: PLAN SOLID AT COLUMN WITH 5/4" X 10" X 10" BASE LOCATIONS WITH 11/2"-21/4" CONCRETE TOPPINe PLATE WITH (4)-1/2" (V X 10" i ( i 2X6 STUDS ON 3/4" Td& PLYWOOD ANCHOR BOLT AND MINIMUM 5UEFLOOR (RE- ARCH.) I" SHIM AND NON-SHRINK GROUT 5 GONTRACTOR'5 r ALTERNATE: USE t 4) < NT 11-1 4 1 RE: PLAN _7? 1/2"d) X Coil EMBEDMENT EXPANSION ANCHORS -AI TOP OF I N 5A5" FOOTING ' F PLATE x (XXXI-XXI"l J 4 . 4 4 4 4, (4)-#5 CONT. TOP AND BOTTOM 7 u' al 7, 71 1. ll L RE: PLAN &ECTION I- 5/4" = 1'-0" 2X6 EXTERIOR HALL— HITH 5HFATHIN0 PER SHEAR "ALL SCHEDULE [><x 1 1/4" RIM BOARD 1 SIMPSON A (2)-2X25 TREATED PLATF5 WITH 112"4)X 10" ANCHOR BOLTS AT 1'-0" FASTEN EACH J015T TO SILL PLATES WITH W-e d TOE NAILS 3/4" = 1.-0" STANDARD HOOK RE; PLAN Monroe & Newell � 1 114" RIM BOARD R.O. H- 1597 70 8-d—L 9-1, Sui. 204 Axon, C.I­d.&J620 4' < '?X& BEARING HALL 1701 Wl.k.1p St-1,5ui. 200 L 80202 BLOCKING 4 Lu - EXTERIOR SLAB U. 8 43 978 6 3771 FAX 9701 a378 9 � A- (RE: 5HEAR HALL 50HEOULE z 4 , tl 4 4 4 4 PLYWOOD 5HEATHINS U. < FOR ATTACHME 4 4 C)) PER 5HEAR HALL J CL > I K) W SCHEDULE WHERE N_ _--2X6 TREATED PLATE IL _j A 4 INDICATED ON PLAN q '4 WITH 1/2"4> ANCHOR __s C: 7 1 , ru U BOLT PER 0 RE: PLAN 4 4 A 5HEAR WALL SCHEDULE o� C 4 4 0 4 4 4 roR (1/2N7 X 6" EMBEDMENT k ANCHORE c. RE MENTJ REINFORCE 4 4 RE: PLAN 10-1i =4= 1 1 It (XXXI-XXI"l J 4 . 4 4 4 4, (4)-#5 CONT. TOP AND BOTTOM 7 u' al 7, 71 1. ll L RE: PLAN &ECTION I- 5/4" = 1'-0" 2X6 EXTERIOR HALL— HITH 5HFATHIN0 PER SHEAR "ALL SCHEDULE [><x 1 1/4" RIM BOARD 1 SIMPSON A (2)-2X25 TREATED PLATF5 WITH 112"4)X 10" ANCHOR BOLTS AT 1'-0" FASTEN EACH J015T TO SILL PLATES WITH W-e d TOE NAILS 3/4" = 1.-0" STANDARD HOOK RE; PLAN CLIP PER SHEAR _ CONTINUOUS HALL SCHEDULE 3/4" = 1'-0" RE: ARCH. FOR COLOR 5/4" = 1'-0" HALL FRAMING AND - PLYP400P PER 5HEAR (2)-2XI2 (WALL SIDE HALL SCHEDULE TREATED) WITH (2)- 4 1/2 ROP15 5/2�ll 4 X 6 RE: MFR. EMBEDMENT EXPAN51ON ANCHOR AT 1'-4" IRE; PLAN of J AHN TOP OF PLYH••D (3)-2X 5TUD5 "' AT EACH END OF SHEAR HALL RE: PLAN TOP OF CRAHL51PACE E3ACKIFLL (4)-#5 CONTINUOUS ­0 11 #5 AT 1'-0" X ty (Q-#4 AT EACH N05E 112" 150LATION Monroe & Newell � Engineers, fnc. R.O. H- 1597 70 8-d—L 9-1, Sui. 204 Axon, C.I­d.&J620 49 7 '970 9� 76 A-1 I < 1701 Wl.k.1p St-1,5ui. 200 L 80202 4 4 4 Lu - EXTERIOR SLAB U. 8 43 978 6 3771 FAX 9701 a378 9 � A- z 4 , tl - 4 4 7 d 4 4 4 1 � 4 U. < C)) J CL > 4 M0 M N_ 0 RE: PLAN fu q '4 E C: U 0 4 4 C 4 4 0 c. 4 4 4 44 TYPICAL FOOTING 4 4 a 04 REINFORCEMENT lu BIr A 4 < STANDARD 13AR5 TO MATCH Lu TENSION LAP TYPfCAL FOOTING REINFORCEMENT TYPICAL 5TEFFED FOOTINCz DETAIL bECTION 5. CLIP PER SHEAR _ CONTINUOUS HALL SCHEDULE 3/4" = 1'-0" RE: ARCH. FOR COLOR 5/4" = 1'-0" HALL FRAMING AND - PLYP400P PER 5HEAR (2)-2XI2 (WALL SIDE HALL SCHEDULE TREATED) WITH (2)- 4 1/2 ROP15 5/2�ll 4 X 6 RE: MFR. EMBEDMENT EXPAN51ON ANCHOR AT 1'-4" IRE; PLAN of J AHN TOP OF PLYH••D (3)-2X 5TUD5 "' AT EACH END OF SHEAR HALL RE: PLAN TOP OF CRAHL51PACE E3ACKIFLL (4)-#5 CONTINUOUS ­0 11 #5 AT 1'-0" X ty (Q-#4 AT EACH N05E 112" 150LATION Monroe & Newell � Engineers, fnc. R.O. H- 1597 70 8-d—L 9-1, Sui. 204 Axon, C.I­d.&J620 49 7 '970 9� 76 A-1 I ,JOINT 1701 Wl.k.1p St-1,5ui. 200 L 80202 PAX � - EXTERIOR SLAB U. 8 43 978 6 3771 FAX 9701 a378 9 � IREE. ARCH, AND CIVIL U. C)) fu > > M0 M N_ 0 fu E C: #5 X 2'-0" 2 -O „ �I i - IiI 1�1 -1 I I -1, r AT 1'-0" (2) AT BOTTOM (TYP) TYPICAL C:>EETAIL AT EXTEF�IQR &TAHR SEECT i N e 3/4" = I'-0 THRU-BOLT IN STUDS PER H.D. MANUFACTURER REE. MFR -+,-4 1/2" 0 A SIMP5ON HP PER SHEAR WALL SCHEDULE STUD HALL WITH SIMP50N HOLD POHN 5HEATHIN6 PER SHEAR RE: PLAN AND SCHEDULE HALL SCHEDULE TREATED PLATE WITH 1/2"4> ANCHOR __,--SIMP50N 55TB ANCHOR BOLT PER SHEAR HALL OR THREADED ROD SCHEDULE CAST INTO FOUNDATION HALL CONTRACTOR OPTION: IN LIEU 4 OF SIMPSON 55TE328 CAST INTO FOUNDATION HALL USE 314" 0 HILTI ADHESIVE ANCHOR WITH 10" MIN. EMBEDMENT tl 4 5 1/2' 4 1/2" 61ECTION A-A NOTE, FOR HD2A AND HP5A USE 6IMPSON55T1320 ANCHOR ROD FOR HDlo'A, HDaA AND HDIOA USE SIMPSON 55TE328;i ANCHOR ROD. FOR HD15A USE 1 1/4"4> X 2'-0" THREADED ROD HITH 1/4" X 4" X 4" PLATE HA5HER AND NUT AT EMBEDDED END HITH MINIMUM I'-&" EMBEDMENT DEPTH. CONTRACTOR OPTION: IN LIEU OF SIMPSON 5STB ANCHOR, USE 3/4" 4) HILTI HVA ADHESIVE ANCHOR HITH MINIMUM 10" EMBEDMENT. &ECTION &_ 5/4" = 1'-0" z FLOOR JOlI5T-----/ RE: PLAN (2)-2XI2 (HALL BIDE - TREATED) WITH (2)-5/V'4> X 6" EMBED EXPANSION ANCHOR AT 1'-4" 5/4" = 11-0. 2X6 EXTERIOR HALL— HITH SHEATHING PER SHEAR "ALL SCHEDULE 2X6 TREATED PLATE WITH 1/2" Q ANCHOR BOLT PER SHEAR "ALL SCHEDULE [XXX z E M 3" CONCRETE TOPPING WITH W.W.F. (6)-e0 TOE-NAILS TO PLATE AT EACH J015T j, (xX'-XX") "If -#5 OONTINUOU5 #5 AT 1' HORIZONTAL #5 VERTICAL AT 1'-0 FASTEN SHF,&,THINO TO BLOCKING HITH (2)-ROH5 10d NAIL5 AT 4" 1 1/2"- 2 1/4" CONCRETE TOPPINI5 RE.: ARCH FLOOR 15HEATHINO OIL RE: PLAN T a) Monroe & Newell � Engineers, fnc. R.O. H- 1597 70 8-d—L 9-1, Sui. 204 Axon, C.I­d.&J620 49 7 '970 9� 76 A-1 I 1701 Wl.k.1p St-1,5ui. 200 L 80202 PAX � U. 8 43 978 6 3771 FAX 9701 a378 9 � 4—) • u U. C)) fu > > M0 M a) � u 0) 0 NOUN U. 4—) • u U. C)) fu > > M0 M N_ 0 fu E C: U 0 CO C co 0 PROJECT : 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122/07 Permit Set: 6113107 D: Revision: 8124107 2 Revision: 9/24107 & Revision: 10/8/07 A Revision: 10/15/07 Revision: 11/20107 0 h DETAIL Scale: Sheet; S20.1 CONCRETE TOPPINO RE. ARCH FOP, THICKNESS M-11=12IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CONTINUOUS SHIM AS REQUIRED 2X6 AT 1'-4"— BEARIN& HALL HITH 2X6 TREATED PLATE AND 1/2"(P ANCHOR BOLTS =m-=" ME tY n Lu RE PLAN 1 1 1 1 ±5ECTION 14 4 , J 4 5/4" = 1 1 RE: ARCH FOR STAIR RISER LOCATION CONCRETE TOPPING —\ (RE: ARCH FOR THICKNESS) (2)-2X4 AT 1'-4" BEARINCE k4ALL5 HITH TREATED BOTTOM PLATES AND 1/2"47 ANCHOR BOLTS AT 4'-0" 0 RE: PLAN 1 1/4" RIM E30AP-D (TYPICAL) (3)-#5 X CONTINUOUS RE: '7/520I FOR FOOTIN& INFORMATION LFLOOR JOIST tiQ RF.- PLAN 4 .5 X CONTINUOUS RE "1/5201 FOP, mill RE: PLAN FOOTING INFORMATIG &ETION ] -3/4" = 11-0. a ROO 1 1 F I NO -;3 RE: 1/5205 4 IF COLUMN DOES NOT ALION HITH RAFTER PROVIDE 2X4 FLAT BACKING DELON SHEATHINe AT STEEL STRAP LOCATIONS (2)-#4 CC (2)-#5 HO CONTINUC 2 lweml 1/2"0 X 10" ANCHOR BOLT AT P-4" EPDXY GROUT #5 AT 1'-4", b" INTO EXISTING WAL EX15TIN6 CONCRETE HALL 2x6 EXTERIOR HALL 1 1/2" CONCRETE TOPPING HITH 5HEATHIN0 OVER 3/4" PLYWOOD SUBFLOOR FLUSH HEADER PqHFRF INDICATED, 1 1/4" RIM BOARD U.N.O. % ,! \r I (XXI-XXII) FLOOR J015T TOP OF HALL op RE: PLAN 2X6 TREATED PLATE WITH 1/2"4> X 10" ANCHOR BOLT AT 1'-4" -(2)-#5 CONTINUOUS #6 AT I' -O" HORIZONTAL RE: CIVIL #6 AT 1'-0" VERTICAL (ORAVE) 4 �ECTION 3/4" = I' -0" STONE TOPPING OVER 3" CONCRETE- SLAB WITH N.N.F. OVER k4ATERPROOFINO AND DRAIN BOARD RE: ARCH. I —X—X—x—x—x—x—x L\/L RIM -BOARD 11 b" SLAB ON ORAPE - (4)-#5 TOP A V41TH #5 AT 1'-0" • PARALLEL T 5PAN BLOCK Bf=TV4F-':r-N I L u STONE HEARTH RE- ARCH. I LAST JOIST AND CHU IN -PILL EXPAN51ON ANCHOR5 AT 1'-4" RE: PLAN WHERE REOUIRED MINOR w 1011 WE RIM WITH 11 - 7/8�" L RE: PLAN OVER RIM BOARD 1'-0" -.*--HELICAL PIERS L4X4XI14 HITH PIE: PLAN a AT 2'-0" \—STEEL 1 PECK JOIST BEAM RE: PLAN HITH RE- PLAN HITH 5IMP50N TOP 2X RIPPED TOP FLANOE HANGER PLATE AND TO BEAM PLATE 1/2"(P THRU-BOLTS TO BEAM WEB AT 1'-6" AT 2'-0" SECT 1 fON RE. PLAN - 1- LVL BEAM RE: PLAN ' \—FLOOP, JOIST �� �- � � � � � RE: PLAN 5/4" 11 b" SLAB ON ORAPE - (4)-#5 TOP A V41TH #5 AT 1'-0" • PARALLEL T 5PAN (2)-2X12 LEPOER 2'-0" #3 STIRRUPS #5 AT 2'-0" X STONE HEARTH RE- ARCH. RE: ARCH. AMI CHU IN -PILL EXPAN51ON ANCHOR5 AT 1'-4" RE: PLAN WHERE REOUIRED MINOR w 1011 WE #4 X 2'-6" EPDXY SIMP50N IUT HANGER GROUT 6" INTO (4)-#5 TOP A HALL AT 2'-0" STONE TOPPING OVER (2)-2X12 LEPOER V4ATERPROOFINO AND #3 STIRRUPS DRAIN BOARD STONE HEARTH RE- ARCH. RE: ARCH. CHU IN -PILL EXPAN51ON ANCHOR5 AT 1'-4" RE: PLAN WHERE REOUIRED NO \ T.O. PLYWOOD RE: PLAN OVER RIM BOARD 1'-0" 11 E: PLAN4 005 T.. PLYNOOP -- F/10 S �w \---FLOOR JO R O IST P41TH r SIMP50N IUT HANGER M (4)-#5 TOP A BOTTOM AND (2)-2X12 LEPOER #3 STIRRUPS MALL SIDE TREATED) SCHEDULE AT 1'-0" HITH 5/4"4> X 10" \-3 V015> EXPAN51ON ANCHOR5 AT 1'-4" FORM NO \ RE: PLAN OVER RIM BOARD 1'-0" -.*--HELICAL PIERS L4X4XI14 HITH PIE: PLAN a 3/4"(P X ro" EMBEDMENT 1/2" STEEL PLAT 5/4" = V-O" EXPAN61ON HITH 1/4"TRIAN6 ANCHORS AT 2'-0" STIFFENER HELPED 10 TO BEAM WEB AT 1'-6" 5" VOID FORM RE. PLAN FOUNDATION HALL RE. PLAN AND SECTIONS SECTION 12 3/4" = 1'-0" 5 JOIST WITH IUT — HANGER RE; PLAN (2)-11 - 7/f3" L\/L LEPOER eFECTION 13 3/4" = 1'-0" C12X20.1 LANDING BEAM eLA!5!a LANDING RE: ARCH WELD (2)-ROH5 1/2" 0 X 6" THREADED STUDS TO 612 AT 2'-0" P4000 "E13 PACK 5/4" = 1' -O" 5 5\ \ 2" Cl 2 1 112" CONCRETE TOPPIN& „�, RE- PLAN TT PLYHOOP STEEL COLUMN RE; PLAN WITH 1/2" CAP PLATE AND W-1/2"(P THRU-BOLTS 10" CONCRETE SLAB HITH #5 AT 1'-0" EACH HAY TOP AND BOTTOM 2X RIPPED PLATE WITH 112"4> THRU-BOLTS AT 2'-0" 1 1/2" CONCRETE TOPPINO I/4"5TIrFFNFR EACH 1 51PF r—CONCRETE TOPPING RE: ARCH. FLOOR5HEATHIN& EXTERIOR 5TUP WALL HITH SHEATHINO PER RE. PLAN SHEAR HALL SCHEDULE IF 1 1/4" RIM BOARD P-41TH SIMPSON A55 CL IP PER SHEAR HAL SCHEDULE \—FLOOR JOIST NO \ RE: PLAN OVER RIM BOARD 1'-0" MIN. TOP AND BOTTOM aE CT CON 1. 5/4" = V-O" CONCRETE TOPPINO RE: ARCH. RE. PLAN FLOOR 1 1/4" RIM BOARD WITH - SIMPSON A55 CLIP PER SHEAR HALL SCHEDULE L AP HALL 5HEATHIN0 OVER RIM J015T 1'-0" MIN. TOP AND E30TTOM PROVIDE SIMP50N STRAP TIE OR HOLD DOHN k4HERE INDICATED ON PLAN SECT CO 2 3/4" = 11-01, CONCRETE TOPPINO RE. ARCH. BLOCKINO BEYOND FLOOR JOIST WITH SOLID BLOCKING fwd- i- BLOCKINO AT HEADER HHERE INDICATED ON PLAN p1q 9 N ff 51 w T"I --------------------- 11i I III 4 III f III I --------------------- LOAD BEARING FLOOR J015T5 STUD HALL BEYOND �M- mIIIIIIII 9 1 MIN 1" 1 1 AINNUEM 104011111111=11WNZ� a) u 0) C -a U. 4—J 0 (j) 0 AM L- u CY) • > "0 C M 0 0 ij 0 C0 T--i 4-J C) PROJECT: 7291 DRAWN BY: VUVI DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5/22107 Permit Set: 6/13107 100% CID: 8/8/07 Revision: 8124/07 Revision: 9/24107 Revision: 1018/07 A Revision: 10/15/07 & Revision: 11120/07 North DETAILS Scale: Sheet: S202 PROJECT: 7291 DRAWN BY: VUVI DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5/22107 Permit Set: 6/13107 100% CID: 8/8/07 Revision: 8124/07 Revision: 9/24107 Revision: 1018/07 A Revision: 10/15/07 & Revision: 11120/07 North DETAILS Scale: Sheet: S202 North DETAILS Scale: Sheet: S202 2392w -0 woo V, STEEL BEAM --- RE: PLAN WITH 2X RIPPED TOP PLATE V41TH 1/2" 4> THRU -BOLTS AT 4'-0" 1/4" X 4" X - V PLATE WITH (2)- 1/2" 4 X 4" LAG BOLTS 'LAN • 3/4" = I' -O ° 2 1/2 —1/4" PLATE kqEE3 STIFFENER EACH SIDE OF WEB PLATE TO BEAM FLAN6E 2X6 EXTERIOR WALL WITH SHEATHING 12 RE: RE: ARCH. &ECTION :3/4" 1'-0" RE; ARCH BUILT UP PLATES AT PARAPET ARCH ARCH : E- PLAN 110am STEEL BEAM WALL RE. PLAN WITH 2X6 TOP PLATE AND 1/2"0 THRU E30LTS AT 4'-0" RAFTER RE. PLAN �5 E T I 3/4" RE; ARCH. FOR NATERPROOFINO -2X4 AT P-4" INFILL WALL BETWEEN 4X4 COLUMNS -FULL HEIGHT 4X4 COLUMN EXTENDING TO ROOF PECK AT EACH CORNER RE: ARCH. 2X6 AT 1'-4" WITH - 5/4" PLYWOOD 5HEATHINO 3/4" = 1'-0" RE: PLAN TOP OF PLYWOOD RAi, 2X6 EXTERIOR SIMPSON IUT WALL WITH HANGER SHEATH INO L6X4X5/I6 STONE (RE: &/5203) VENEER (&" ROOFING OVER MAXIMUM ROOFING THICKNESS) RE: 1/5203 RE. ARCH TO STUDS L &X4X5116 (LL\/) WITH 100% CD: 1/2" THRU AND DRAIN BOARD E30LT AT 1'-4" --7 ;? TO (3)-2XI2 Revision: 51-ocKINO tV ROOF FRAMING RE: PLAN 5/4" = P-011 RE- PLAN 2X6 BEARING WALL CONCRETE TOPPING I. RE. PLAN .&ECTION 0 5/4" FLOOR J015T RE: PLAN LVL BEAM RE: PLAN SIMPSON IUT HANGER 2X6 EXTERIOR HALL V41TH OL RE: ARCH. TOP OF PARAPET RE: ARCH. TOP OF PARAPET I&d NAIL. AT 5" ROOFING 1/520:3 :2X6 EXTERIOR WALL WITH SHEATHING 2X6 BLOCKING, FASTEN SHEATHING WITH Sd NAILS AT 3" RAFTER RE: PLA SIMPSON ITT HANGER SHEATHINe (2)-2X6 TOP PLATES x END-NAIL5 ROOFING OVER AT EACH END CLIP EACH END 2X6 EXTERIOR WALL OF BLOCKINO WATERPROOFING TO STUDS 6/13/07 100% CD: 2X6 NOTCHED AROUND AND DRAIN BOARD SPLICE TOP PLATES RE; 1/5205 EXTENDED TO WALL Revision: PF:t ARCH 2'-0" MIN. 1-41TH (12)- (SLOT ROOF SHEATHING Revision: - AT EACH EXT ENDED STUD) I&d NAILS TAPERED RIGID INSULATION il SLOPED TO DRAIN (3)-I6d END-NAIL 155 RE.- ARCH. AT EACH END SLOPE 2X6 NOTCHED AROUND RIM BOARD AND EXTENDED TO "ALL RE: PLAN PLATE AT 4'-0" (SLOT ROOF SHEATHING > AT EACH EXTENDED STUD) r E 5 2 0 0 I e` e > IN - F I LL 0 CO 0 AND PLATE AT 2' -O" ROOF SHEATH INO P4000 WEB PACK 2Xa EXTERIOR "ALL ------------------ - -- WITH 5HEATHINC5 I-JO15T BLOCKING PANEL AT 4'-0" WITH 5IMP50N CONTRACTORS ALTERNATE, IUT HANGER NAIL AT EACH BALLOON FRAME WALL AND EXTENDED STUD TO PROVIDE (2)-2>02 LET-IN RAFTER OR BLOCKING LEDeER AND HANOER5 AT PANEL JOIST BEARIN& WALLS JOISTS RUN IN OPP051TE DIRECTION AT51MILAR RE: ARCH. TOP OF PARAPET I&d NAIL. AT 5" ROOFING 1/520:3 :2X6 EXTERIOR WALL WITH SHEATHING 2X6 BLOCKING, FASTEN SHEATHING WITH Sd NAILS AT 3" RAFTER RE: PLA SIMPSON ITT HANGER SHEATHINe (2)-2X6 TOP PLATES DRAWN BY: END-NAIL5 5IMP50N A-55 AT EACH END CLIP EACH END 2X6 EXTERIOR WALL OF BLOCKINO WITH SHEATHING TO STUDS 6/13/07 100% CD: 2X6 NOTCHED AROUND ROOFIN6- RIM BOARD AND RE; 1/5205 EXTENDED TO WALL Revision: PLATE AT 4'-0" A Revision: (SLOT ROOF SHEATHING Revision: - AT EACH EXT ENDED STUD) 2X6 IN-FILL STUPS AND PLATE AT 2' -0'" RAFTER WITH SIMP50N IUT HANGER :2X6 AT V-&" RAFTER RE. PLAN 2XI2 LEDOER WITH (4)-I6CI NAILS AT EACH STUD AND I&d NAILS AT 4" TO BLOCKING PROJECT: 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122107 l i Permit Set: 6/13/07 100% CD: 8/8107 A Revision: 8/24/07 Revision: 9124107 Revision: 10/8/07 A Revision: 10/15107 Revision: 11/20/07 North DETAILS I Sheet: 5/4" = 11-01. ROOF INO 1/5205 STEEL BEAM STEEL BEAM RE: PLAN WITH 1/2" WEB STIFFENER E i i WHERE OCCURS WITH EACH 51r->E AND AT (2)-L4X4X3/8 X 0'-6" (4)- 3/4 "'4> THRU- OPPO51TE SIDE WHERE WITH (4�-5/4 BEAM TO BEAM FRAMING i i BOLTS WELD ANGLES 15 RFGZUIRf:2p III ALL AROUND TO SUPPORT BEAM WEB STE COLUMN WI 1/2" CAP PLATE AND W-1/2"4> THRU -BOLTS eECTION E� 5/4" = 11-01, REz ARCH.eh, ROOF INO 2x6 AT 2'-0" PARAPET-----­- i RE. 1/5205 HALL WITH SHEATHING AND SIMPSON L5TA-24 STRAP AT 4'-0" AT INTERIOR FACE __r --------- -------------- FROM STUD TO WOOD NEB PACK, SLOT ROOF SHEATHING AT EACH STRAP STEEL BEAM RE: PLAN WITH 2X6 TOP PLATE AND 1/2"0 THRU -BOLTS AT 2'-0" AND SOLID WOOD WEB PACK EACH SIDE WITH I/2 "4> THRU-BOLTS \--RAFTER WITH AT 2'-0" SIMPSON IUT HANGER RE: ARCH. ROOFINe C>\/Ef;Z TO WATERPROOFING 5, P OF PARAPET AND DRAIN BOARD RE : ARCH ARCH. PARAPET TAPERED RIGID INSULATION SLOPED TO DRAIN RE: ARCH. d -, RE PLAN SLOPE: ............ L - --- ---- S203 STEEL BEAM RE: PLAN WITH (2) -I12" 6> ANCHOR EXTEND FLOOR- 5HEATHIN67 BOLTS AT 4' -0" AND 50LID TO EDGE OF CONCRETE WOOD WEB PACK WALL AND FASTEN TO WEB PACK C - SLUE AND RAM-515T SHE ATHING TO STEEL BEAM 0.145 4> <XXx' -xx" a POWDER AUATED % TOP OF FASTENERS AT {' -O" STEEL I it [xX' -XX"] TOP OF WALL a � � FLOOR JOIST RE: PLAN CONTINUOUS LVL BEAM a RE: PLAN (2) --2X4 FLAT BLOCKING AT 2' -0" IN FIRST JOIST 1/4" STEEL SADDLE WITH ° BAY (6) -3/4" 4> THRU - BOLTS #6 AT 1' -0" HORIZONTAL ° J WORKPOINT #5 AT 1' -4 VERTICAL 1/2" X I" X I' -6 " KNIFE � PLATE (TYP.) ,.,. 4" tP a STONE VENEER } , ° d RE: ARCH. 1/2 X 6 1" X 2 PLATE � a a SLOT BRACE AS REGtUIRED STAIR SLAB FOR PLATE TO PASS THROUGH OVER 3" VOID $; #5 X 2" -6,11 EPDXY GROUT 6" FORM (RE= 87 /5201 a. INTO WALL AT 2' -0" o ° #5 AT 1` -4" X� # 4 q x 4 112" 150LATION ,JOINT 4" SLAB- ON -ORADE I mo il 's l� ° RE: PLAN 1/2" X - 7" X 4' -0 PLATE ( XXX " -XX ") ._, _._. x tea.® ,. �. x :0•�oa ° °0daa ° °0<4 ° 0•.0W. L II ° ° d d 46 i! -II 1 _ (2) - #5 CONT. 116' - II ,1 TOP OF _ I PLYWOOD RE: PLAN BEYOND 1�1 � & E C T I ON m 3/4'1 :: 1 1 - 011 I�18' -3Y TOP OF PLYWOOD 2X6 EXTERIOR WALL WITH 5HEATHING " (3) -314" <P X 4 112" THREADED [Xxx' -xX 2X6 TREATED PLATE STUDS WELDED TO COLUMN WITH 1/2" cP ANCHOR FOR LVL LEDGER ATTACHMENT BOLT PER SHEAR WALL SCHEDULE (2) -11 - 7/6 " LVL LEDGER EACH SIDE OF COLUMNS (2) - #5 CONT. T, IE I d ° PROVIDE #6 HORIZONTAL CORNER BARS EACH END '4a OF WALL AS INDICATED ON PLAN #5 AT 1' -4" VERTICAL a d 1/2" X 6" X 2' -4" PLATE a SLOT BRACE AS REOUIRED d FOR PLATE TO PASS THROUGH #6 AT 10" HORIZONTAL A 4" >.. 4" 1/2" ISOLATION JOINT a d 4'a 4" SLAB -ON -GRADE RE: PLAN #5 AT 1' -4" X d d N 11 4 (XXX' -XX" (( a 4 ) - #5 CONT. 1` 2X6 EXTERIOR WALL [XX' - "] WITH 5HEATHING 6 " STRUCTURAL (2) - #5 X CONTINUOUS SLAB WITH #5 2X6 EXTERIOR AT I' -O" EACH WAY WALL WITH #5 X 5'-0" AT 14 2' - 5HEATHIN6 VERTICAL #5 x ! ( CONCRETE 1 #5 X 2 -6" TOPPING EPDXY GROUT 8'" INTO EX15TING .. EPDXY GROUT FLOOR JOIST 6" INTO WALL � RE: PLAN WALL AT 1'-4 =11 =111 =1 2 1/2'" WIDE BLOCKQUT 2 "" VOID FORM yy AT TOP OF WALL -I# 1 - 0 tV 2" 3 I /2" - � CONCRETE SLAB III d - n _ n p . # RE: PLAN.'0o�4 (2) - #5 CONT. 2x4 FLAT [IN ° 51-001<1N67 AT a. CUT DOWN TOP - r d 1 I/2' FIRST J015T OF EX15TINO BAY AT :2' I i�T WALL AS P FASTEN RE: 1/5204 FOR— (# REC #(p(pITAL WALL ALL AT 12" AT INSIDE SHEATHING e> REINFORCEMENT WA5HED GRAVEL FACE AT TOP NAILS AT 4" BACK-FILL OF WALL AT 51MILAR, RE= 2/5+204 FOR ° GRADE BEAM (12) -#5 X 20' -0" P . REINFORCEMENT HORIZONTAL AT 6" #4 AT I' - LFP ER WITH TREATED CENTERED ON GRID VERTICAL LEDr� E" AT OUTSIDE 1 /2 "(P X 4" FACE AT TOP EMBED OF WALL EXPAN51ON ANCHORS AT P rY Y — ,/ti 11 EX15TINO #5 AT I' -o wG CONCRETE WALL AT 51MILAR, J015T5 VERTICAL SPAN IN OPP051TE AND FOOTING INSIDE FACE DIRECTION, RE: 23/5201 (VERIFY) FOR LEDGER AND #4 AT ATTACHMENT (VERIFY) HORIZONTAL INSIDE FACE SECTI 3 ERIF 3/4" = 11 -0.1 #6 X T 1' -0" A 2` -O" 2' -0 "" z - ## '069.U o 6 ° Vf7ci ° °G;Vt�o P ROOFING I °Oeoaa ° ° > O RE: 1 IIIkI 4 ° ° d p ° 4 - -� 202' -3" !® ° POUR NEN oil, FOOT I N6 TO �l _ a ° ° ° . 6 _ # CA EDGE OF to #, AT 1'-0*' 1 114" RIM -BOARD WtTH EXISTING v TRANSVERSE 51MPSQN A35 CLIP PER � SHEAR WALL SCHEDULE CONT. 200' -q '7/9>" 3/4" 200' -6" T.O. LVL PLYA000 SHEATHING PER SHEAR WALL SCHEDULE SyIMPSON STRAP WHERE INDICATED (SLOT PLYWOOD [XX' -XX "] AS R IGtUIRED) 5ETI 3/4" 1 -0" RE: ARCH. FOR WATERPROOFING I- o I n� n WIDE GRADE BEAM WfTH _1 III 111= III =1L1 P (2) - #5 TOP AND E30TTOM X11 -L_ , n [XX' -XX "] CONTINUOUS AND #5 AT 1' -4" 2OOY -611 VERTICAL AND HORIZONTAL TOP OF 200' - 4n PLYWOOD TOP OF >. . PLYWOOD A ° p V v P d P P v v b RE. PLAN dp • p • P • n a A. nvP p n P Q TOP OF 5LAB FLOOR JOIST " RE: PLAN FLOOR JOIST v p n STEEL BEAM WITH P . RE: PLAN n ° a .P P p° Pp v Pn n EPDXY GRO UT SOLID WQQD WEB n n n P p .P v SLAB REINF. PACK ONE SIDE P; n n P n 6" INTO WALL P 4 v ' b , n 5 EE C T I N e> v v V P v v V. P p p v P 4 v 314" I' —Q" 9 D V P P n I v v p tl. n � P • P P (1 p L y RE: PLAN n j . p .. Pp p 4n n . P P n BOTTOM p P P p n P n P tl p P n OF WALL p ¢ p p P ¢ P iz P n n p• .. P d p P 'P P P p 51MP50N U HANGER ° v 2 BLOCKING z I� 11 P TI i I l-1 1�(` V A , It CONCRETE TOPPING ® I L - #Ik �# 3" VOID FORM E 2X EXTERIOR RE: ARCH. R: PLAN ( #i G n1 BELOW RADE WALL HITH � - ° pP BEAMS 5HEATHINO RE: PLAN II 11�11 III 1 # V <XXX, -Xx" TOP OF PROVIDE (4) �- p ' PLYWOO #4 CLOSED STIRRUPS BELOW LEDGE AT 1' -0" AT CANTILEVERED 11= 11# =11# <xXX' -XX "> END OF BEAM IN PLACE OF VERTICAL BARS ` I' -O'" SQUARE II i I #I# CONCRETE PIER EXISTING" WITH (4) - #6 CONCRETE1 1 VERTICAL AND 11 -II I11' #3 TIES AT 1' -4" WALL, NOTCH FLOOR JOIST RE: PLAN AT NEW WALL WEWEM AS REG2lJIRED P STEEL BEAM — PROVIDE BUILT -UP RE: PLAN WITH 2X RIPPED PLATES AS REQUIRED PLATES AND 1/2" 4> THRU- TO BEAR FLOOR BOLTS AT 2' -0" J015TS 5ECTI 3/4" = 1' -0 " 3/4 - 1' -0" a) 7291 DRAWN BY: u DATE: 26 Mar 2007 REVISIONS: 0) C) 5/22/07 Permit Set: 6/13/07 100% CD: 8/8/07 M 8 124107 z Revision: 9/24/07 A Revision: 10/8107 /4 Revision: 10/15107 ,& Revision: 11/20/07 U. V) 0) xjlt� '00 *wwoo wo i 3/4 E C 0 I I I WORK POINT------ i I i ti 1 1 FACE 1 li fu 0 s '401 ill 0 J OF STUD PROJECT: 7291 DRAWN BY: VCM DATE: 26 Mar 2007 REVISIONS: Preliminary Pricing: 5/22/07 Permit Set: 6/13/07 100% CD: 8/8/07 Revision: 8 124107 z Revision: 9/24/07 A Revision: 10/8107 /4 Revision: 10/15107 ,& Revision: 11/20/07 i 'I- (3) -3/4 4) X 4 1/2" THREADED ! I! r r t ti I I 1� North DETAILS 1 i' -O" 4 "Y , s N 3/4 I I I I WORK POINT------ i I FACE s OF STUD l I vv vv / 1 t I BEYOND - PROVID E i I f i i l 1/2" V X 1/ THREADED t \ \\ J J J J I 5TUD5 A 2' -0" AT } I v r t I I I OPP051TE FACE Q I I tt`ii I I COLUMN 5HEAR HALL FOR ff�ff I i " MIN. \\ \ i \ t f f1t I i j STUD ATTACHMENT ! I \\ \ f j 3 \ JJ / C I i i f N i I I f I I f \ 1 \ (� 1 1 f I I 1 t \\ 1 I I I J 1 V i\ I J d f I t \ \ I I M i I I t WORK i POINT i c I I _1. __ _____________ ______ II 1 I 1 �i I I I I 1 I I I 1 t I I I I i I i ! m I fli 711 I I I I 1 � 1 _j I s t I t r I I MAX. EAC t t t I I i t ttt f f r i r r I t I i l f SIDE I I I i i I t t 1�! 1 1 I Jr / I 1 I I I I I I I I i t t t At f I 1 I t I I I I I t 1 r I I t t I I I I I I I 1 jj II f� 11 I rff►r'kj1r I l l I \ I I Y" t`Xti t I I I I tur i N i - t f I ICI i i it` I ,, r" / i x i 0 I X `c}• I i j` 1 I I it1t r 1 1If IXI I I t \ r I =1 I Z I t r l I I I I I I I 1 1 I r r I I I Ill / I I I I 1 t I I i I t I 1 f I t t I i C I I I I r j 1 t I i I I r t I I 9 t \ t t t t t i iIi ! I r1 rfr rtl t ti`ti I I (3) -3/4 4) X 4 1/2" THREADED ! I! r r t ti I I 1� North DETAILS 1 :2X&, EXTERIOR HALL — HITH 5HFATHINC, PER SHEAR HALL SCHEDULE [XX MAMA�05111 #5 AT 10"— VERTICAL #5 AT HORIZONTAL EPDXY GROUT #5 AT 10" 3/4", (EX 15TINEB) (VERIFY) 1/4") (VERIFY) 4" 2 1_ 5 " MAXIMUM (VERIFY) 3/4 "' = 1'-0" 2 1,3)4" ■ (2)-2XI2 (HALL 51DE TREATED) WITH (2)- ROV45 5/8 " 0 X 6 EMBEDMENT EXPAN51ON HELICAL PIER5 BY OTHERS PE51f5-7NEP FOR RE; PLAN 20K SERVICE LOAD TOP OF COMPRESSION AND CRAHI-SPACE IOK TENSION BACKFILL A OL or "H" REBAR "A" REBAR "0" VCM DATE : 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122107 Permit Set: #5 X Q AT 10" #5 AT 1'-2 " MAX, 4� Revision: M X ! Revision: 4'-0" Q Revision: 10/8/07 Revision: 0 Revision: 11/20/07 #5 X ,Q AT 1 " #5 AT I'-&" MAX. 4'-0" 0) fu > #5 X Q AT e>" #5 AT 1' MAX. W-O" • • S�GTI�N � 514" = P-O" [XXI-XXII] (XXI-XXII) ilk O STONE, RE: ARCH. 6" STRUCTURAL SLAB WITH #5 AT 1'-0" EACH "A"r #5 X AT 1'-4"- tV RE en I I I—/— RE: 4/5205 FOR SLAB CONNECTION TO WALL —STONE RE: ARCH. Z l Eli I 1 11 _ 11 111 -6" STRUCTURAL SLAB WITH #5 AT 1'-0" EACH WAY OVER ORAVEL BASF PER SOILS REPORT bF {' -4" #5x . WITH 5/4"(P X 6" EMBEDMENT EXPANSION ANCHOR AT 2'-0" -RE: 12/5204 FOR WAL AND FOOTING REINFORCEMENT a 9 PROVIDE #4 X 3'-0" ALTE RNATE NITH #4 X 5'-0" AT I'-e>" AT 1*-6 " AT TRANSITION TO SLAB ON FOAM a. . 4 1 17 RE: PL AN .&ECTION 5. 5/4" = 11-01. STAIR SLAB TOP OF HALL 5LOPE=5 (RE: cl/5201) RE: ARCH, FOR STAIR ELEVATION WALL BRACINO (BY 4 0 0. • 0. 0.. PROVIDE TEMPORARY yp O OTHERS) TO SUPPORT • )-#5 CONT. BACK-FILL UNTIL STAIR 2 . SLAB 15 POURED AND CURED #5 AT 2 -O "' X ns C] #5 AT I'-6 " HORIZONTAL #4 X 2'-0" EPDXY GROUT 6" INTO HALL #5 AT 1'-4" VERTICAL AT 1'-4" STONE VENEER RE. ARCH. A 4 L4X4X315 WITH 21' e-& 3/4"(P X I&" EXPAN51ON ANCHOR AT 2'-0" RE: 3/5201 FOR HALL CVIA51­1 FILLED REINFORCANO &RAVEL I 1=_L1U I _LL _FI d d d #5 X j 1'-0" X 2'-0" P110F BLOCK-OUT RE: ARCH. FOR LOCATION (2)-#5 CONT, RE: PLAN ' F TOP OF CRAPqL5PACE A RE: PLAN BACKFILL N I 3/4" = 1'-0" EPDXY ekOUT #5 X 2'-6" INTO FOOTINe AT 1'-0" KITH Ei " EMBEDMENT 5/4" = 11-0.1 STEEL BEAM (RE; PLAN WITH Pqoor,> kqFb PACK ONE 51DE AND (2)-2X6 TOP PLATES V41TH 1/2"<t> THRU-BOLTS AT 2'-0" 1/2" WEB STIFFENER- 1 / 1/4 TIFFENER- 1/4 EACH SIDE VARIE5 RE: PLAN &ET ION 3 3/4" = 11-01. PROJECT: 7291 DRAWN BY: VCM DATE : 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122107 Permit Set: C 100% CD: 8/8/07 4� Revision: M X ! Revision: U. Q Revision: 10/8/07 Revision: 0 Revision: 11/20/07 u) L. 0 u 0) fu > > • fu > E 0 0 > (u 0 CO 4-J 0 'C _j PROJECT: 7291 DRAWN BY: VCM DATE : 26 Mar 2007 REVISIONS: Preliminary Pricing: 5122107 Permit Set: 6/13/07 100% CD: 8/8/07 4� Revision: 8/24107 X ! Revision: 9/24/07 Q Revision: 10/8/07 Revision: 10/15107 Revision: 11/20/07 e 1��17 North DETAILS "--FASTEN EACH JOIST TO SILL PLATES WITH TOE NAILS (2)-#5 CONTINUOUS [RE- LANDSCAPE] (2)-#5 CONTINUOUS STONE VENEER RE: ARCH. - #5 AT I' HORIZONTAL - REBAR "B" - REBAR "A" RE: LANDSCAPE ��V _ #5X 4' EPDXY GROUT 6" INTO EX15TINO HALL AT 2'-0" RE: CIVIL WATER SORFACE 1< - . j 17 [XX'—XX"3 jk I . 1 4 1'* (2)-#5 CONT. 4 '0 0 0 #5 AT I-rb" HORIZONTAL— 4 6)" STONE LEDGE 11 IN i 1 4 r I 0"fie I ��, N C I I 4 4 . p a -44 Ilk 4 1 #5 AT I'-(o" HORIZONTAL- - ------- 4 4 #5 AT 1'-4" VERTICAL #5x p AT 1'-0" (XX m t3 #5 AT 1'-0" EACH HAY TOP AND BOTTOM �� T I L""' 31) N 4 3/4" = 11-011 I Scale. Sheet: ► I FITTING SCHEDULE INDEX I>-- -- = INLET RETURN — = HYDROTHERAPY JET �— = JET SIDE SUCTION OUTLET = SPA SIDE CONTROL BUTTONS -18 = JET ELEVATION BELOW BOND BEAM 00 = JET AIR CONTROL D o = SURFACE SKIMMER OUTLET Q = FLOOR SUCTION OUTLET -ts rQ = WET NICHE LIGHT SPA PIPE & FITTING SCHEDULE 1 SPA JET RETURN INLET 2 SPA JET SUCTION OUTLET 3 SPA CIRCULATION FLOOR SUCTION OUTLET 4 SPA SKIMMER SUCTION OUTLET 5 SPA CIRCULATION RETURN INLET 6 AUTOMATIC COVER HYDRAULIC LINE CONDUIT SPA EQUIPMENT SCHEDULE 10 SPA JET PUMP - INTELIIFLO VS 11 SPA CIRCUAATION PUMP - 1/2 HP WHISPERFLO WFE -2 12 SPA CARTRIDGE FILTER - STA -RITE # S7M12O 13 SPA HEAT EXCHANGER - CARLSON 5,0 PASNATED S.S. 14 SPA CHLORINE GENERATION SYSTEM - INTEWCHLOR IC -20 16 FI_OWMETER - BLUE WHITE IND. 2" PVC - PRIMARY 17 FLOWMETER - BLUE WHITE IND. 1" PVC - HE CIRC. 18 CONTROL SYSTEM - INTELLITOUCH i 5S 19 SPA LIGHTS - PENTAIR INTELIJBRITE LED 20 AUTOMATIC POOL COVER - AQUAMAITC HYDRAULIC 1/2 HP !# TWO WAY VALVE- BALL VALVE SPEARS COMPACT 2" SPA CRITICAL DATA SPA SHAPE - RECTANGULAR SPA DIMENSIONS I.D. - LENGTH - 8' -3" WIDTH - 8' -0" DEPTH 1 - S -6" DEPTH 2 - NA WATER SURFACE AREA — 67 S.F. WATERLINE PERIMETER 33 LF. OUTSIDE PERIMETER LF. INTERIOR SURFACE AREA S.F. TOTAL WATER VOLUME 1200 GALLONS TURNOVER TIME .5 HOURS TURNOVER RATE 40 G.P.M. FILTRATION MEDIA CARTRIDGE FILTER FILTRATION RATE G.P.M./S.F CALCULATED TDH FEET OF HEAD DISTANCE TO EQUIPMENT 60 LF. ESTIMATED BATHER LOAD 7 PPL /DAY SIZE 2 1/2" I.D. 3" I.D. 2 1/2" I.D. 2' I.D. 2" I.D. 2" I.D. M VOLTS AMPS 2 230 24 1 230 6 1 1 115 6 1 115 3 1 1 1 115 3 3 120 3 1 115 6 18 le 10' -q" 1 -Q T" /f (BY OTHERS) / 2 1/2' STONE 2" PAVERS (BY OTHERS) COVER TRACK (BY OTHERS) �-- — — — — 7114 .. a • LEAD BAR --moo 00 • d •d w� •a.Q w d .. - •.e a # w•a. 4 ' a ° •• :. d °.. . • . .: • O d ,a n • , - �i� ir'�i'X= . iY +i �i� Y +�Y�+ 1 ��i-• iiY Y Y-'"� = "iY�iY�i ii► ii ft,SPA SECTION - SIDE C_ SCALE: 1I2 " =1' -0" 5 C4 t(} R t 10' -* 8' -* i 1' -0" 6 i_ 6 i_ ME _1 M SECTION - SIDE i SCALE: 1/2 " =1' -0" is 0 0 10 10' -q" FIELD VERIFY 2 '4" 6' -q Ilk I - 19 -it -i m' I 1 -18 a —12 -- �--1.4�— =TT3 8' 10" 1 " \-- EXISTING STRUCTURE 8' -2" 8" SPA PLAN 1 SCALE: 1/2 " =1' -0" Town of Va-1 N py t • �,. � sari, 9 t 1 -9 SPA — 18 / 1 \ (4) SIDE 4 BUTTON SUCTION REMOTE -36 [ (2) FLOOR OOR -40 A D B (3) INLET RETURNS C G 8 O 0 O R y i I � �� c" _161 �,. - -, .. r.. �- s. ,..r ir:. �►:. �. r.. -.�.. Lr >. -�.r r. r:. r.. �:. �.. -� �.,- - s.-- s.•- sr•:�.- �.. �i:. r.. r..• .r..�:.ir:.w..r..r.r..w..r:.r.. -,.r ^.,r -,s.,r L�.,!r"'�= sa -�! _1 M SECTION - SIDE i SCALE: 1/2 " =1' -0" is 0 0 10 10' -q" FIELD VERIFY 2 '4" 6' -q Ilk I - 19 -it -i m' I 1 -18 a —12 -- �--1.4�— =TT3 8' 10" 1 " \-- EXISTING STRUCTURE 8' -2" 8" SPA PLAN 1 SCALE: 1/2 " =1' -0" Town of Va-1 N py t • �,. � sari, 9 t 1 -9 SPA — 18 / 1 \ (4) SIDE 4 BUTTON SUCTION REMOTE -36 [ (2) FLOOR OOR -40 A D B (3) INLET RETURNS C G 8 O 0 O R y i I � �� c" _161 2* I —A" 39i C3 LLJ C-'> 'R RETURN PIPING FROM PUMP ,&%,JET SUCTION FITTING & JET DETAIL SECTION SCALE: I"=l'-O" CN M,,WET NICHE LIGHT DETAIL- SCALE: 1"=l'-O" REF. STEEL SCHEDULE FACE PLATE AND EYEBALL A%RETURN INLET DETAIL m 2'-0 1' -0" FLOATING WEIR co lUl'1O" PIPE A d °• TO PUMP 2 1 -0 0 A FRONT ACCESS SKIMME A SCALE: 'I " =l' -0° 2' —i 1" MINIMUM DIMENSION ALLOWABLE 8' DIAMETER BOTTOM TEE 2 X 2 X 2 1/2 v . {J%v ulWlv a 11 L. lu DAYLIGHT OR DRY WELL 0,,FLOOR SUCTION OUTLET DETAIL A ad 9 :0 MAXIMUM COMFORT POOL & SPA, INC. 970-949-6339 opm MIKE uffi SHEET NO. rh 1TV, 911 — fiffiol 19 0 To ufflij COLLECTION TUBE 6 DEEP 3/4" GRAVEL BASE a C14 "6' im I q I cV i t —O N 4y R DETAIL m . am 0