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Home My WebLink About0065 PIRATES COVE o UNV 10503 UADEINtMA M � ,� CerModRborSouming PosT4=L www�p pm mmQ TOWN OF BARNSTABLE ' �C- —� '� �� 1�►8 �'kF ?c� Pik t�: � ? v 0 a KARIOTIS RESIDENCE 65 PIRATES COVE, OSTERVILLE,. MA0 9 � Q ,r CONTENTS: g � 0 ORSa S a u hN . - 3 a ¢ 0 3 O � g z ' ARCHITECTURAL DRAWINGS GENERAL NOTES: ZONING INFORMATION: d O o u L CODES:ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE PROJECT ADDRESS: Z O A000 COVER SHEET.NOTES,PROJECT DATA A201 EAST&SOUTH ELEVATIONS BTH EDITION. w COVE A100A BASEMENT FLOOR PLAN A A202 WEST&NORTH ELEVATIONS OYSTER THARBORS IOSTERVILLjMA N Z Z DO NOT SCALE DIMENSIONS FROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. O VI _ ti O A100B BASEMENT FLOOR PLAN B A301 BUILDING SECTION A NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. A101 FIRST FLOOR PLAN A A302 BUILDING SECTION B JURSIDICTION: -, 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK.NOTIFY b m C N A102 SECOND FLOOR PLAN A A303 BUILDING SECTION C THE ARCHITECT OF ANY DISCREPANCIES. TOWN OF BARNSTABLE o o 0 0 o A103 FIRST.SECOND FLOOR PLANS B A304 BUILDING SECTION D-1 L VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT.PROVIDE ALL BUCK-OUT LAND COURT PLAN - A104 THIRD FLOOR PLAN A A305 BUILDING SECTION D-2 BLOCKING BACKING.AND JACKS REQUIRED FOR INSTALLATION. ASSESSOR'S Al OSI.007.001 A105 ROOF PLAN A A306 BUILDING SECTION E&L 5. VERIFY LOCATION OF ALL EXISTING UTILITIES AND SLEEVING:CAP.MARK.AND PROTECT AS NECESSARY TO COMPLETE THE WORK.PROVIDE AS-BUILT PLAN OF ALL UTILITY- ZONING DISTRICT: A106 THIRD.ROOF PLANS B A307 BUILDING SECTIONS F&G LOCATIONS. RF-I A308 BUILDING SECTIONS H&J B. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FLOOD HAZARD ZONE: -' STRUCTURAL DRAWINGS A309 BUILDING SECTION K-1 7. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. A13 A310 BUILDING SECTION K-2 & PROVIDE FIRE-STOPPING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES L S100A FOUNDATION PLAN A SUCH AS SOFFIT OR CEILING.PER MASSACHUSETTS STATE BUILDING CODE t ' S100B FOUNDATION PLAN B.NOTES A401 EXTERIOR TRIM DETAILS 9. PROVIDE DRAFT-STOPPING IN CONCEALED SOFFIT SPACES WHERE REQUIRED BY THE v -S701 FIRST FLOOR FRAMING PLAN A A402 EXTERIOR TRIM DETAILS MASSACHUSETTS STATE BUILDING CODE. Z A403 EXTERIOR TRIM DETAILS 10. MOUNT ALL DOOR HARDWARE HANDSETS AT W TO CENTERUNE UNLESS 5102 SECOND FLOOR FRAMING PLAN A OTHERWISENOTED.VERIFY WrARCHITECT. Lu S103 FIRST.SECOND FLOOR FRAMING PLANS B A404 EXTERIOR TRIM DETAILS Lu -1 11 USE CAST IRON WASTE LINES FOR ALL PLUMBING IN CEILINGS AND WALLS. w S104 THIRD FLOOR FRAMING PLAN A O V 12 ALL INSULATION MATERIALS STALL HAVE FLAME-SPREAD RATING NOT TO EXCEED DI / AND A ` 5705 ROOF FRAMING PLAN A SMOKE-DEVELOPED DRAW RATING NOT TO EXCEED 050.PER MASSACHUSETTS STATE BUILDING CODE. Z J; S106 THIRD.ROOF FRAMING PLANS B L.I ��■ 13. CLEAR DEBRIS FROM ALL VENTILATION DRILL HOLES AND NOTCHES. W S107 DETAILS&NOTES S108 STEEL FRAME DETAILS.NOTES uj p u� •.�.i Ld VICINITY MAPS: BUILDING CODE INFORMATION: N O Lu r' BUILDING CODE: rl U O �- MASSACHUSETTS STATE BUILDING CODE BTH EDITION /1 APPROXIMATE LOCATION OF SITE - Lip ENERGY CODE Lu O MASSACHUSETTS STATE BUILDING CODE BTH EDITION O ^ Li Ln a °- a J W W ui N ••• - Earth ; O U Google Earth ..roel `°°° A '�' GENERAL REVISIONS 10.19.17 A000 U od� O � S-IO w T4 wr 64 yr 2716 tW - 501a0 t7 D4 t7 V J 6]Vr W-0 Y�AD a n 001 .-�;aetsr"aK:eOwr.' 'p'.•.e�rm-:.s .a._..�..'�0/ .'::.:^�.F'raN:> : -x'q-.r ra•:.,�.. ►!r.r.. g�.-�"` --..e r_��+ �eF`z•-pe.Y`..v..n . r^, Q , a 1 y 1S o � 3 p W-W - S-0 W T-0UT D'-9 W - ¢ t Z u , T W ` a ¢p ° LRANL SPALE _- w u 3 g S a , , \ I I ; 't.. o m Z a F s p , sr o+ -=— _ — --------- ------ — — — — —-— —' , , , ---------------- , , , e , '3' • i p!I w' .: - Ir-0 Vr P4 Or 4•r. 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Z Z O_ W O F a o F a$� ¢ o BATH-0 HALL - BATH 6 BEDROOM 2 o o 0 3 s ."D • -- -- I----------------- -----1 i2 � c k 0 0 12 1 I rOP OF SECOND FLOOR SUBFLOOR — _ _ _ �" —.I I — —_ I � I ELEV.a ILO'-B-B I/B' I wI I \ 70P OF STEEL EEAM �. ELEV.a 110'-7 3/5" L_____ _1 ENTRY PORCH 7• L R § TIIRNCRAFT POLY•OLASSIC .: I��; -•. .. k• DURAGLASS COLUH N-NON-TAPERED LLl Q ."- fr B B a S �� AP RELIC m6uI w. --� --- DIO HALL - KITCHEN .. O j� , 6 V 1 " I i I A40351M I I 6. h j � _ __ _______ __ ___ �_ _____T �� C C I I I I r • 6 I Lu TOP OF FIRST FLOOR FINISH in • I ELEV. 1—314 00 0 '00'-0 6.06) w N U I 1 1 1 I I O Lu 1 TOP OF FIRST FLOOR SUBPLOOR 'F+rMLa •i� —®� I I \ i\ i ELEV.a 100'-0O'(16.001) TOP OF WALL— TOP OF STEM Ad" a 90'-2 VP 020 — 9q' - IS TOP OF STEEL CAM, _ .. —� �— .;-. I :`_: —�BEV.• '-B 4.70�` �BFV, Lu ` ,. j I I i- IL Q a STAIR HALL UNFINISHED BASEMENT a SMART VENT BELOW AIR" a �.. I O a TAT NNPOYG ELEV. g21-10 S/B�BB42Ln Ln � II TOP OF CONCRETE SLAB .., roP oF,FoanNG BOTTOM OF FOOTING 5 U I LDIN .G SECTION A Q SCALE,3/5'_.1'-0' BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE ASSEMBLY �1 FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF ASSEMBLY WALL ASSEMBLY 2 (STONE) -4'POURED GONLRETE'SLAB(3"AT LRAWLSPAG� 4 -13/4 $TONE 11-RRAGE WET LAID ON 4"CONCRETE I -FINISH FLOOR TLE MATERIAL,TBD q -TAPER SAWN ALASKAN YELLOW CEDAR I I -STONE VENEER,MIN.6°TOTAL THICK-TBD. F (SEE Sl1R1UGT11RAL DW651 SLAB(PITCHED TO DRAIIU REFER'TO SECTIONS FOR T.U.SUBFLOOR ROOF SHINGLES SUPPORTED BY GALV.STEEL ANGLE OR EQ. 6 MIL.POLY VAPOR BARRIER -3•STONE EDGE BANDING(STONE T'BD) -THIN MUD SET -CEDAR BREATHER OVER 300 ASPHALT BUILDING PAPER -'WARM-N-DRI'SYSTEM.OR EQ. Lu -UNDERLAYMENT: SC.M_UrER DITRA (PROVIDE'ICE°WATER BARRIER AT PITCH LE55 THAN 4A2) -POURED CONCRETE FOUNDATION N BASEMENT FINISH FLOOR ASSEMBLY ROOF DECK ASSEMBLY MAT MEMBRANE,AS REQUIRED 5/6'PLYWOOD SHEATHING (SEE STRUCTURAL DWGS) 1j -3/4"ADVANTEGH SUBFLOOR -ROOF FRAMING V -TILE FINISH FLOOR TBD,. -5/4 X 4 DECKING MATERIAL'TBD1 -FLOOR FRAMING, (SEE STRUCTURAL DWG5) WHERE INTERIOR WALLS ARE SHOWN Z -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) WITH BLIND FASTENING SYSTEM (SEE STRUCTURAL PASS) -CLOSED CELL SPRAY FOAM INSUL. -1/2"AIR SPACE OVER CONCRETE SLAB -2X PT.LLEEPERS,TAPERED to R65/INCH MIN. (TOTAL MIN R-4q) 0 -GULLED CELL SPRAY FOAM 24" -2X4 91VD WALL_ -(S POURED ORALC.ONCREME'SLAS -PVG ROOFING MEMBRANE(SARNAFIL OR EQJ FULL DEPTH DP JOIST UP TO 24' -CLOSED CELL SPRAY FOAM INSUL. (SEE STRUCTURAL DWGS) -s/4•PLYWOOD ROOF SHEATHING FROM BAND JOIST WALL ASSEMBLY I (FOUNDATION) ®R65/INCH MIN. h•OTAL MIN.R20) SLEEPERS-6 MIL.POLY VAPOR BARRIER -2 X SLEEPERS(PITCHEV TO DRAM)OVER STRUCTURAL SHEATHING -PROVIDE FIBERGLASS BATT INSULATION IO -INTERIOR WALL FINISH,TBD. -RAFTER FRAMING(SEE STRUCTURAL DW65) FOR REMAINDER OF FLOOR AREA -'WARM-N-DRI'SYSTEM.OR EQ. CD EXTERIOR DECK ASSEMBLY -CLOSED CELL SPRAY FOAM INSUL. R-3p MIN' -PORED CONCRETE FOUNDATION EXTER� (SEE STRUCTURAL awss) WALL ASSEMBLY 3 ®R65/INGH MIN. (TOTAL MIN R-4q) ^ -3/4 X 4 DECKING MATERIAL TBD) / \ FLAT/LOW PITCH ROOF ASSEMBLY 12 FASTENED WITH BLIND FASTENING SYSTEM - a WHERE INTERIOR WALL5 ARE SHOWN -ALASKAN YELLOW CEDAR SHINGLES(5"MAX TUNU,WOVEN CORNERS -PVG WATERPROOFING MET•BRA,NE -1/2•AIR SPACE -I50 BUILDING FELT,OR EO. -3•STONE EDGE BANDING AT DESK(STONE TT3D) FLOOR ASSEMBLY.I (WOOD, CARPET) ' O a EMIRS ROOF AREA(SARNAFIL OR ELU 2X4 STUD WALL -1/2-PLYWOOD SHEATHING -2X PT.SLEEPERS,TAPERED 6 - -TAPERED INSULATION,PITC W TO DRAIN. -5/4'FINISH FLOORING,lBD -CLOSED CELL SPRAY FOAM R20) -2X WALL FRAMING _ • -PVG ROOFING MEMBRANE(SARNAFIL OR Efl) -3/4'PLYWOOD SHEATHING A301 R -9/4'ADVAN7EGH SUBFLOOR ®Rb5/INCH MIN. (TOTAL MINR20) -CLOSED CELL SPRAY FOAM INSUL. -3/4-PLYWOOD ROOF SHEATHING -ROOF FRAMING -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -CA.OS FRAMING,(SEE FOAM TURAL DRAWINGS) (SEE`�•TRL.ICTIRAL DWGS) -INTERIOR WALL FINISH,TIED. ®R65/INCH MIN. (TOTAL MIN.R20) -RAFTER FRAMING(SEE STRUCTURAL DWGS) -UP TO 2 CELL SPRAY FOAM INSUL.FULL DEPTH OF JOIST -INTERIOR WALL FINISH,TBD. UP TO 24'FROM BAND JOIST -CLOSED CELL SPRAY FOAM INSUL. -CLOSED CELL SPRAY FOAM INSUL. _PROVIDE FIBERGLASS BATT INSULATION FOR REMAINDER OF 0 R65AW-H MIN. (TOTAL MIN R-4q) 0 R65/INGH MIN. (TOTAL MIN R-4q) FLOOR AREA R-30 MIN. E U Q ELEV..BO-H' �4 O I --------------------- I 12 V31 I 1 I 1 I I I D'1M 'i 1 I I L9 0 l_ --_- - J---_---I n z _ -. O _ TOP GF THIRD FLOOR SUBFLOOR � BEV:=119'-9 9/8' t vxi z n i Aa01 w a 0 94 SW z I 1 I SIM z w O z a w 12 ° r s o F a o I r Nw � z 3 x w D z w Ij,HJ,I` LAUNDRY BEDROOM 3 a �" o 8 y n j II I .. I W iO ^ C e n oCl o - b o o o o 0 I RDOP DECK g 12 i 5 12 I g— I—(/yam TOP OF,SEGOS FLOOR SUBR.00R— — I w I � TOP OF 5,ffi BEAM. Aa02 . 3'ELEV.=1i0-Tre' .: .: C COVE PORCH ENTRY PO tL .. 171RNGRAFT POLY-0LA55I0 § 6 DURASLASS COLUMN-NON-TAPERED w W 5GUARTF 10•SHAFT UJ TVSGAN CAP WITH NECK MOLDING d ENTRY FOYER HALL DINING ROOM Nryµ BASEA 11/�111 m m � m c n i LU TOP ELEV.:1667-0-0 3/461D6 i .�♦ �.. :a in TOP OF FIRST FLOOR WslH R - w O TOP OF WALL - .:`.. .' _._. TOP OF STEM WALL - - 2 a 99'-6 va•nsb9'�._._ _ I O —.�? , u2'n421'.—.—.— + 'F°S TOP OF SHELF - TGP OF STEEL BEAM _/ :ELEv::98Hs�/e a H 0 UNFINISHED BASEMENT SMART VENT BELOW WINDOW a a 10AT NINVOY6 Ln r : TOP OF B O 5/ to II x . _ TOP OF GONGRE7E SLABOr FOOTING _ _ — _ - ... _ - BOTTOIa of FoonwG BUILDING SECTION B [� . _ .. SCALE:3/8'e.:I'-0' Z BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE ASSEMBLY FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF ASSEMBLY WALL ASSEMBLY 2 (STONE) 0 I -4'POURED CONCRETE SLAB(3'AT CRAW-SPACE) 4 -1 3/4'STONE TERRACE WET LAID ON 4"CONCRETE I -FINISH FLOOR TILE MATERIAL,TBD q -TAPER SAWN ALASKAN YELLOW CEDAR I I -STONE VENEER,MIN.e'TOTAL THICK-TBD. (SEE STRUCCTURAL.DW6W SLAB(PITCHED TO DRAIN) REFER'TO SECTIONS FOR TA.SUBFLOOR ROOF 5HIN6LE5 SUPPORTED BY 6ALV.STEEL ANGLE OR EQ. U - -b MIL.POLY VAPOR BARRIER -S'STONE EDGE BANDING(STONE TED) -THIN MUD SET -CEDAR BREATHER OVER 300 ASPHALT BUILDING PAPER -'WARM-N-DRI'SYSTEM.OR E.O. Lu -UNDERLAYMENT, SCHLUTER OITRA (PROVIDE ICE! WATER BARRIER AT PITCH LESS THAN 4/12) -POURED'CONCRETE FOUNDATION tN BASEMENT FINISH FLOOR ASSEMBLY ROOF'DECK ASSEMBLY MAT MEMBRANE,AS REQUIRED -s/a,PLrwooD SHEATHING (SEE STRUCTURAL DW65) 3/4"ADVANTECH SUBFLOOR -ROOF FRAMING Z 2 -TILE FINISFI FLOOR TBD.. 5 -5/4 X 4 DECKING(MATERIAL'TBW (SEE STRUCTURAL DWGS) WHERE INTERIOR WALLS ARE SHOWN WITS BLIND FASTENING SYSTEM -PLOOR FRAMINb, -THIN-SET MORTAR(CONFIRM WITS TILE INSTALLER) (SEP 9TRLGTIRAL 111W69) -CLOSED CELL SPRAY FOAM INSUL. -I/2'AIR SPACE OVER CONCRETE SLAB -2X PT.SLEEPERS,TAPERED -CLOSED CELL SPRAY FOAM INSUL. 0 Rb5/INCH MIN. (TOTAL MIN R-4q) -2X4 STUD WALL -4'POURED CONCRETE SLAB -PVC ROOFING MEMBRANE(SARNAFIL OR ELT) FULL DEPTH OF JOIST UP TO 24' (SEE STRUCTURAL DW6S) -g/4'PLYWOOD ROOF SHEATHING FROM BAND JOIST � -CLOSED CELL,SPRAY FOAM INSUL. 6 MIL.POLY VAPOR BARRIER -PROVIDE FIBERGLASS BATT INSULATION 10 WALL ASSEMBLY I (FOUNDATION) ®Res/1NCH MIN. (TOTAL MIN.R20) D -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -INTERIOR WALL FINISH,TBD. -RAFTER FRAMING(SEE STRUCTURAL DW6S) FOR REMAINDER OF FLOOR AREA -POU-KARED O CONCRETE FOUNDATION OR EQ. CD EXTERIOR DECK ASSEMBLY -CLOSED CELL SPRAY FOAM INSUL. R-g0 MIN. -POURED CONCRETE FOUNDATION 3 ®R65/INGN MIN. (TOTAL MIN R-49) - (SEE STRUCTURAL DW6S) WALL Ac,.C,-EMBLY 3 -5/4 X 4 DECKING(MATERIAL TED) n FLAT / LOW PITCH ROOF A55EMBLY 12 - FASTENED WITa BLIND FASTENING SYSTEM c, WHERE INTERIOR WALLS,ARE SHOWN -ALASKAN YELLOW CEDAR SHINGLES(5"MAX TUN),WOVEN CORNERS PVG WATETRPROO'I.MEMBRANE _Imo'AIR SPACE -I5a BUILDING FELT,OR EQ. -3'STONE EDGE BANDING AT DECK(STONE TED) FLOOR ASSEMBLY.I (WOOD,CARPET) OVER ENTIRE ROOF AREA(SARNAPIL OR EQ) -2X PT.SLEEPERS,TAPERED b -TAPERED INSULATION.PITCHED TO DRAIN. -2X4 STUD WALL. -1/2"PLYWOOD SHEATHING ' -g/4'FINISH FLOORING,T3D -CLOSED CELL SPRAY.FOAM INSUL. -2X WALL FRAMING PVC ROOFING MEMBRANE(SARNAFIL OR EQ) -3/4°PLYWOOD SHE:ATHIN6 w ^O^ R -9/4'ADVANTEGH SUBFLOOR ®Reg/INCH MIN. (TOTAL MINR20) -CLOSED CELL SPRAY FOAM INSUL. H4{� L -S/4•PLYWOOD ROOF SHEATHING -ROOF.FRAMING - -2'X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -FLOOR FRAMING,(SEE STRUCTURAL DRAWINGS) -INTERIOR WALL FINISH,TBD. ®R65/INGH MIN. (TOTAL MIN.R20) -RAFTER FRAMING(SEE STRUCTURAL DW65) (SEE STRUCTURAL DW65) CLOSED CELL SPRAY FOAM INSTIL.FULL DEPTH OF JOIST _CLOSED CELL SPRAY FOAM INSUL. -INTERIOR WALL FINISH,TED. CLOSED CELL SPRAY FOAM INSUL. UP TO 24"FROM BAND JOIST : ®RbS/INCH MIN. (TOTAL MIN R-4q) - ®Re5/INGN MIN. (TOTAL MIN R�9) -PROVIDE FIBERGLASS BAIT INSULATION FOR REMAINDER OF FLOOR AREA R-30 MIN. �.c -- TOP OF RIDGE BEAM ELEV. IBOW 12 4 0 Q r i---------; i cis loo $ con I� I y I I I I F b p0p A401 ' i c U O TOBOF_THIRD FLOOR wBrLooR 0 u ELEV.v 119'sl 9/0' xxxx , 1 o 0 3 --- I I ____ - ____ Q U' LL LL OO ' : � 0 Z_ 1_l. __________ 2 rd cj 5 Q p< w rorsoF---'----- IT iN Q s o z SITTING AREA HALL ------ ----- B9IL� ;ru � �'' o yi � =i 3 m t7 m -------------------- -------------- ' � 1 12 — —- — -— —. —.I2— _. _-__ -_-- .. ----------'-- - - ' — I �S r . T�OEP�SECOND FLOOR SIIBFLOOR S� - H ` __._.- - Ni RIP OBLING JOISTS AS'REOUIRED TO FIT TJIS ABOVE 70P OF 578 E9=r1M i i j i)1 I r I uj. ELEV.-IIO'-7-'A",- — ; r, A UENTRY Po COVE TIt:L a I I' TIRNGRAFT POLY-0LASSIG" .. Z � C DIRAGLAS GOLLM!-NON-TAPERED uj uj SQUARE 10'SHAFT S a ____ z a r' TUSGAN GAP WITH NECK MOLDINGLLI r l a GOAT CLOSET GOAT HALL LIVING ROOM O TUSCAN BASE U r _ _ n c 1 I I I m r o r I I rl r r E SIM �'fA, r i I' b rl TOP OF,FIRST FLOOR FINISH L_ —. v ELEV..100'-0 3/4.ObDb9. �['-/-�• .._ � V! VI Lu TOP OF FIRST FLOOR SUEIFLOOR O ` .` ELEV.0 100'-OW(I6A09 TOP OF FOUNDATION WALJJLOWER FLOOR FRAME 1 1 LL� Q TOP OF WALL _TOP OF STEM WALL — _ �': V BtV.•98'-II 9/8-T14. /�J Lu �ELEY.a 98'-2 V2'(1421') \ EL V4' SHELF TOP OF 15897 _ ( O O I L- - -. CL DIO W O ' FINISHED BASEMENT UNFINISHED BASEMENT 'r a 10 Q to _ - OF c CONCRETE SLAB- - - - _ TOP OF FOOTiN6 BOTTOM OF FOOTING B U I. L D I N G 5 E G T 1 O N C U SCALE:3/8'a.1'-0' . Z BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE ASSEMBLY ��FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF ASSEMBLY WALL ASSEMBLY 2 (STONE) -4'POURED CONCRETE SLAB(3°AT GRAWLSPAGEI 4 -13/4°S70NE TERRACE WET LAID ON 4'CONCRETE I -FINISH FLOOR TILE MATERIAL,TBD q -TAPER SAWN ALASKAN YELLOW CEDAR I( -STONE VEN!$j MIN.6'TOTAL THICK-7BD. F" (SEE s7RUGTJRAL DW65) SLAB(PITCHED TO DRAIN) - REFER'TO SECTIONS FOR T.G.SUBFLDOR ROOF 'Ni SUPPORTED BY GLEN.STEEL ANGLE OR EQ. U -6 MIL.POLY VAPOR BARRIER -3"STONE EDGE BANDING(STONE TBD) -THIN MUD SET -CEDAR BREATHER OVER 30#ASPHALT BUILDING PAPER -'WARM-N-DRI'SYSTEM.OR SO. uj UNDERLAYMENT SGHWTER DITRA (PROVIDE ICE 4 WATER BARRIER AT PITCH LESS THAN 4/12) _POURED CONCRETE FOUNDATION BASEMENT FINISH FLOOR ASSEMBLY ROOF DECK ASSEMBLY MAT MID-SRANE,AS REQUIRED -5/5'PLYWOOD SHEATHING (SEE STRUCTURAL CASS) tton 2 .. _3/4°ADVANTECH 565FLOOR -ROOF FRAMING V -TILE FINISH FLOOR T3D.. -5/4 X 4 DECKING(MATERIAL TIED) -FLOOR FRAMING, (SEE STRUCTURAL ONkSS) WHERE INTERIOR WALLS ARE SHOWN Z -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER WITH BLIND FASTENING SYSTEM (SEE 5TRUGTIRAL CASS) -CLOSED CELL 5PRAY FOAM INSUL. -I/2'AIR SPACE OVER CONCRETE SLA B -2X PT.SLEEPERS,TAPERED _ - O R65/INGH MIN. (TOTAL MIN R-4q) -4•POURED CONCRETE SLAB -PVC ROOFING ME BRANE(SARNAFIL OR EQ) PULLDEPTH OFCLOSED CFI ISJPRAY ST UP TO 24' -2X4 STUD WALL J (SEE STRUCTURAL DWFfi) -3/4'PLYWOOD ROOF sHEATi � FROM BAND+JOIST -CLOSED CELL SPRAY FOAM INSUL. -6 MIL.POLY VAPOR BARRIER -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -PROVIDE FIBERGLASS BATT INSULATION 10 WALL ASSEMBLY I (FOUNDATION) ®RERIOR H MIN, (TOTAL MIN.R2o) '� RAFTER FRAMING(SEE STRUCTURAL DHSS) FOR REMAINDER OF FLOOR AREA -°WARM-N-DRI"SYSTEM.OR EQ. -INTERIOR WALL FINISH.78D. m � EXTERIOR DECK ASSEMBLY _CLOSED CELL SPRAY FOAM INSUL. R-50 MIN' _POURED CONCRETE FOUNDATION (SEE STRUCTURAL DWG9) WALL ASSEMBLY 3 -3/4 X 4 DECKING MATERIAL T3D) ID R65/INCH MIN. (TOTAL MIN R-49) a FLAT / LOW PITCH ROOF A55EMBLY 12 ' FASTENED WITH BLIND FASTENING SYSTEM �+ WHERE INTERIOR WALLS ARE SHOWN _ALASKAN YELLOW CEDAR SHINGLES I,MAX T-i WOVEN GORNERB OVER WATERPROOFING MEMBRANE -1/2"AIR SPACE -150 BUILDING FELT,OR SO. -3•STONE EDGE BANDING AT DECK(STONE TBD) � FLOOR ASSEMBLY-I (WOOD, CARPET) OVER ENTIRE ROOF AREA(SARNAFIL OR EGU _2X4 STUD WALL -I/2'PLYWOOD SHEATHING -2X PT.sL�S,TAPERED b -9/4'FINISH FLOORING,T30 TAPERED INSULATBN,PITCHED TO DRAIN, -CLOSED CELL SPRAY FOAM INSUL. -2X WALL FRAMING A303 = -PVG ROOFING MEMBRANE(SARNAFIL OR EQ) -5/4'ADVANTEGN SUBFLOOR -9/4"PLYWOOD SHEATHING ®R89/INCH MIN. (TOTAL MIN.R20) _CLOSED CELL SPRAY FOAM INSUL. -3/4'PLYWOOD ROOF SHEATHING - -RODF.FRAMING -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -FLOOR FRAMING'(SEE STRUCTURAL DRAWINGS) (SEESTRIIGTURAL 17.) -INTERIOR WALL FINISH,7BD. ID RRIOR K MIN. (TOTAL MIN.R20) -RAFTER FRAMING(SEE STRUCTURAL DWGS) 'GL.OSED CELL SPRAY FOAM INSUL.FULL DEPTH OF JOIST -CLOSED CELL SPRAY FOAM IN5UL. -INTERIOR WALL FINISH,TBD. -CLOSED CELL SPRAY FOAM INSUL. UP TO 24'FROM BAND JOIST 0 R65/INCH MIN. (TOTAL MIN R-4q) ®R69/INCH MIN. (TOTAL MIN R-49) -PROVIDE FIBERGLASS BATT INSULATION FOR REMAINDER OF FLOOR AREA R-30 MIN. ��.-.....�•-.sr....aw-.,_.:--�E+,� _.___ ...�_. - _ .a1�..a.=a---.�,��r�.., - -, _-_�..-.�-,�.,-e.�--,._.. _ _.v.. z r �-r'�y y...r�-...-a=.�-____ ....,__.._ _. . .�� _ _ �+ .�r.�..,_...w. - _ - _ _ _ .... ._..�_-,-_� - _�,.w,� _ _ _ _ - e.-• --,�... ,...-- _. Ir-----------1 I 1 cp U � 7TJP OF RveE CAM SEV..BO•_l W 1 1 - - . 9 - ' i ull < S p K IIII sS IIII vTWI 2i Ilf n n v, /F�•ll Inl 6 nl Inl ul Inl u 0 Iln p ? i - Inl OF 0 - U 3 I > a oo m i ;It ° mm za w a K a f a o I-7---------------- -a -- ---� a' 3` BEDROOM b HALL MALL FOYER HALL � a yi � u=i s � i9 1 F I u I 1 .. I I] 1 2 y� 1 TOP OF.YCOND FLOOR SU�LOOR 1 i I 1 uj I • 12 p � _ .I � w � SUN PORCH DINING ROOM Lu LLj - - � TOP OF.FIRST FLOOR FINISH 1 � Q aEV.•--o 3/a•Obv69 —. 1 1 I; W VOI VWl 1 (r TOP OF-FIRST cL oOR SUBFLOott ELEV. wa-00 06D09 _ n n 17 f L IF�rIM Taff OF 5TB1 n-LL - Lu TOPOF SMSHELF .i:' I --- ----------------------------------------------------------- ---------------------------------------------------- --------- ---------- ---------- B Ev.=qa H va IsraT rn Q N I-- -- --I l W O I I 10 O Q a UNFINISHED BASEMENTLn F/+1 x I TOP OF C40WAR TE SLA5 TOP OF FOO71N6 _....... _:•... - - - BOTTOM OF FOan% - r . .. —�ELEVO=Hl' b6T B U I L D I N G 5 E G T 1 O N D - I ' . - SCALE:3/H°a 1'-0' BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE ASSEMBLY FLOOR A55EMBLY 2 (TILE) PITCHED ROOF A55EMBLY WALL ASSEMBLY 2 (STONE) O -4•POURED CONCRETE SLAB(S°AT CRAWLSPACE) 4 -13/4°STONE TERRACE WET LAID ON 4°CONCRETE 1 -FINISH FLOOR TILE MATERIAL,TBD -TAPER SAWN ALASKAN YELLOW CEDAR I I -STONE VENEER MIN.6°TOTAL THICK-TBD. (SEE STRUCTURAL DWGS) SLAB(PITCHED TO DRAIN) REFER TD SECTIONS FOR T.O.SUBFLOOR ROOF SHINGLES SUPPORTED BY GALV.STEEL ANGLE OR EO. -b MIL.POLY VAPOR BARRIER -3'STONE EDGE BANDING(STONE TED) -THIN MUD SET -CEDAR BREATHER OVER 500 ASPHALT BUILDING PAPER -'WARM-N-DRI-SYSTEM.OR EO. - u -UNDERLAYMENT: SGHLUTER DITRA (PROVIDE'ICE 0 WATER BARRIER AT PITCH LESS THAN 4/12) _POURED CONCRETE FOUNDATION BASEMENT FINISH FLOOR ASSEMBLY ROOF'DECK A55EM5LY MAT MEMBRANE.AS REQUIRED -5/0'PLYWOOD SHEATHING (SEE STRUCTURAL DWGS) N 2 .. g. -3/4•ADVANTECH SUBFLOOR -ROOF FRAMING V -TILE FINISH FLOOR TBD.. -S/4 X 4 DECKING(MATERIAL-TBD) (SEE STRUCTURAL DW55) WHERE INTERIOR WALLS ARE SHOWN -FLOOR FRAMING, THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) WITH BLIND FASTENING SYSTEM (SEE STRUCTURAL DWGS). -CLOSED CELL SPRAY FOAM INSUL. -1/2°AIR SPACE Z OVER CONCRETE SLAB -2X PT.SLEEPERS,TAPERED -CLOSED CELL SPRAY FOAM INSUL. 0 R69/INCH MIN. (TOTAL MIN R-49) -2X4 STUD WALL Q -4'POURED CONCRETE SLAB -P/C ROOFING MEMBRANE(SARNAFIL OR EO) FULL DEPTH OF JOIST UP TO 24• -CLOSED CELL.SPRAY FOAM INSUL. (SEE STRUCTURAL DWG'') -3/4'PLYWOOD ROOF SHEATHING FROM BAND JOIST WALL ASSEMBLY I (FOUNDATION) ®R65ANCH MIN. (TOTAL MIN.R20) -b MIL.POLY VAPOR BARRIER -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -PROVIDE FIBERGLASS BATT INSULATION IO - -INTERIOR WALL FINISH,TED. 5 ' FOR REMAINDER OF FLOOR AREA SYSTEM.OR EO.-'WARM-N-DRI• -RAFTER FRAMINb(SEE STRUCTURAL DW65)�EXTERIOR DECK ASSEMBLY R-30 MIN. m _CLOSED CELL SPRAY FOAM INSUL. -POURED CONCRETE FOUNDATION I -x (SEE STRUCTURAL DW55) 0 Rb5/INCH MIN. (TOTAL MIN R-49) WALL ASSEMBLY 3 -5/4 X 4 DECKING(MATERIAL TED) FLAT/ LOW PITCH ROOF A55EMBLY 12 FASTENED WITH BLIND FASTENING SYSTEM 8 WHERE INTERIOR WALLS ARE SHOWN -ALASKAN YELLOW CEDAR SHINGLES(S°MAX TlVJ,WOVEN CORNERS OVER WATERPROOFING MEMBRANE -1/2°AIR SPACE' -150 BUILDING FELT,OR EO. -9'STONE EDGE BANDING AT DECK(STONE.TBD) � FLOOR ASSEMBLY]I (WOOD, CARPET) OVER ENTIRE ROOF AREA(SARNAFIL OR EQ1 _2X4 STUD WALL -I/2°PLYWOOD SHEATHING - -2X PT.SLEEPERS,TAPERED 6 -TAPERED INSULATION,PITCHED TO DRAIN. 9/4'FINISH FLOORING,TBD -CLOSED CELL SPRAY FOAM INSUL. -2X WALL FRAMING • -PVC ROOFING,MEMBRANE(SARNAFIL OR EO) -3/4°PLYWOOD SHEATHING A30 -5/4'ADVANTEGN SVBFLOOR 0 R65/INCH MIN. (TOTAL MINR20) -CLOSED CELL SPRAY FOAM INSUL. 4 R_ ' 3/4'PLYWOOD ROOF SHEATHING -ROOF FRAMING -2 X SLEEPERS(PITCHED TO DRAIN)OVER.STRUCTURAL SHEATHING _FLOOR FRAMING'(SEE STRUCTURAL DRAWINGS) -INTERIOR WALL FINISH,TBD. 0 Rb OR K MIN. (TOTAL MIN.R20) RAFTER FRAMING(SEE STRUCTURAL VASS) -GLOSID CELL SPRAY FOAM INSUL.FULL DEPTH OF JOIST (SET 57R•C L SPRAY AY F- UP TO 24'FROM BAND JOIST -CLOSED CELL SPRAY FOAM INSUL. -INTERIOR WALL FINISH,TBD. s� -CLOSED CELL SPRAY FOAM INSUL. -PROVIDE FIBERGLASS BATT INSULATION FOR REMAINDER OF ®�sn�N MIN. (TOTAL MIN R-4q) 0 R&SANGH MIN. (TOTAL MIN R-490 FLOOR AREA R-W MIN. x - _. - _ � ..�t•;��..=.y.wy,6="...<• ._ - _""'.s- -^�`^'F.".""!'.7r�s.•...ok�.c...q�..r.ys+.. - _- —mar�." _ ��,..�. _ __ . _.�,..3n�_,_- -._�- -y-.- �.--._v.d.p-.,--.-.s--a..s -�.1...-,-�z--u.-.d...`-__.-.�— -.•.- --tea.,.:_=...r.,.�a._��.�.-�...� _.-+�-L.,--. z.z<-:,s,...,�.,"�..__., - [ .�`r_.-:,::. -... ..v:-.d..--'�:-'--d.�.-...,... ......, _ ._...._.._"-�-,..�...--_ _ __ _ _ _ __ -��s - - -. �...--.;.�..-.-a-'--.. j t 1 TOP OF RIDGE >< U i w I11! 5 I111 - IIII Itil I1:1 IIII ' Ilii 111 ' Iill 11t1 - I!!i STAIR TO ATTIC ATTIC IIII FFr°°"�111 Inl b z O nIl o Fi z IIII 7 _.A TOP OF T141RD FLOOR WBFLOOR 0 ¢ u X.)C.RUC(X: 1 X ( MOM l r S, I_ __ v HF/.q 119'jl 9/8- t u=i Gz a `iU( I w 2 0 3 w n � D W O a ° 0 0 o in 4 12 C0C u s o o $ STAIR HALL DRESSING CLOSET F ' el R .6 C g q P F N eD G 1 _ SUBFLOOR_ t 1 LIVING ROOM STAIR HALL HALL MARY'S BATH � - m U Lu - - (7 TOP OF FIRST FLOOR FIN15H LU , uj Lu TOP OF FIRST FLOOR 5118Fl-OOR O r Lu \ Y1' ' ---------------- ------ ---'---'-- ---------------------------------------------------- O ----------------------------------------------------------------------------------------------------------------------------- `.—. B.EV.$°�OF wnLL . N = V O 3 � a.I Lu O 0 Q a . UNFINISHED BASEMENT a � I TOP OF CONCRETE LA EEE 84-0 - - —. .— 801TOH OF F170TN6 — I6— . V ELEV-a 174(36T7 BU I LD I NG 5EGTI ON D 2 c1t . - SCALE:3/8' BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE ASSEMBLY �� FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF ASSEMBLY WALL ASSEMBLY 2.(STONE) 0 I -4'POURED CONCRETE SLAB(3'AT GRAWLSPAGFJ 4 -1 5/4'STONE TERRAGE�AET LAID ON 4-CONCRETE 1 -FINISH FLOOR TILE MATERIAL,TBD q -TAPER SAWN ALASKAN YELLOW CEDAR I I -STONE VENEET{MIN.6°TOTAL THICK-TBD. F (SEE STRUCTURAL DW65) SLAB(PITCHED TO DRAIN) - REFER TO SECTION$FOR T.O.SUBFLOOR RDOF SHIN6LE5 SUPPORTED BY bALV.STEEL ANGLE OR EQ. - -6 MIL.POLY VAPOR BARRIER -3'STONE ED6E BANDING(STONE TBD) -THIN MUD SET -CEDAR BREATHER OVER 500 ASPHALT BUILDIN&PAPER -'WARM-N-DRI'SYSTEM.OR EO. U -UNDERLAYMENT SGHLLTER DITRA (F''ROVIDE ICE 6 WATER BARRIER AT PITCH LESS THAN 4/12) _POURED CONCRETE FOUNDATION Lu BASEMENT FIN15H FLOOR ASSEMBLY ROOF DECK ASSEMBLY MAT MEMBRANE,AS REQUIRED -sib'PLYWOOD SHEATHING (SEE STRUCTURAL DW65) to 2 S' -3/4°ADVANTECH SUBFL.00R -ROOF FRAMING ��ff11 -TILE FINISH FLOOR TBD.. - -5/4 X 4 DECKIN&(MATERIAL'TEDJ -FLOOR FRAMING, (SEE STRUCTURAL DWSS) WHERE INTERIOR WALLS ARE SHOWN V _ -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) WITH BLIND FASTENING SYSTEM (SEE STRUCTURAL DW65) -CLOSED CELL SPRAY FOAM INSUL. - -I/2°AIR SPACE Z OVER CONCRETE SLAB -2X PT.SLEEPERS,TAPERED _ o R6.5/INCH MIN. (TOTAL MIN R-49) -4'POURED CONCRETE SLAB -PVC ROOFING MEMBRANE(SARNAFIL OR EOJ FUL L DEPTH O CELLF JOIST UP TO 24'Y FOAM L. -2X4 STUD WALL (SEE STRUCTURAL CASS) -3/4'PLYWOOD ROOF SHEATHING FROM BAND JOIST " -CLOSED CELL SPRAY FOAM INSUL. -b MIL.POLY VAPOR BARRIER -PROVIDE FIBERGLASS BAIT INSULATION 10 WALL ASSEMBLY I (FOUNDATION) a Rbs/INCH MIN. (TOTAL MIN.R20) -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -INTERIOR WALL FINISH,TED. 5 -RAFTER FRAMING(SEE STRUGMiAL DW65) FOR REMAINDER OF FLOOR AREA -'WARM-N-DRI'-9Y97EM.OR EQ. co DECK ASSEMBLY -CLOSED CELL SPRAY FOAM INSUL R-90 MIN. -POURED CONCRETE FOUNDATION •' �Z (SEE STRUCTURAL DW65) WALL ASSEMBLY 3 -5/4 X 4 DECKING(MATERIAL TBD) ®R65/INCH MIN. (TOTAL MIN R-4N FLAT / LOW PITCH ROOF A55EMBLY 12 - - FASTENED WITH BLIND FASTENING SYSTEM - 8 WHERE INTERIOR WALLS ARE SHOWN -ALASKAN YELLOW CEDAR SHINGLES(s'.MAX T.Aj,WOVEN CORNERS . -PVC WATERPROOFING MEMBRANE -3'STONE ED&E BANDING AT DECK(STONE TBD) FLOOR ASSEMBLY.I (WOOD, CARPET) OVER ENTIRE ROOF AREA(SARNAFIL OR EQ) -I/2'AIR SPACE -150 BUILDIN&FELT,OR E0. -2X PT.SLEEPERS,TAPERED b -TAPERED INSULATION.PITCHED TO DRAIN. -2X4 STUD WALL, -V2°PLYWOOD 5HEATHIN6 -9/4'FINISH FLOORING,78D -CLOSED CE SPRAY FOAM INSUL. -2X WALL FRAMING Iz_ (SARHAIFIL OR -9/4'ADVANTEGH SUBFLOOR ®Rb5/I LL NCH MIN. (TOTAL MIN.R20) -CLOSED CELL SPRAY FOAM INSUL. -3/4°PLYWOOD ROOF SHEATHING, - -ROOF FRAMING -2'X SLEEPERS(PITCHED TO DRAIN)OVER,STRUCTURAL SHEATHING, -FLOOR FRAMING,(SEE STRUCTURAL DRAWINGS) (SEE STRUCTURAL DWS1) -INTERIOR WALL FINISH,TBD. ®R65/INCH MIN. (TOTAL MIN.R20) A305 -RAFTER FRAMING(SEE STRUCTURAL DABS) -CLOSED CELL SPRAY FOAM INSUL FULL DEPTH OF JOIST -CLOSED CELL SPRAY FOAM INSUL. -INTERIOR WALL FINISH,TBD. -CLOSED CELL SPRAY FOAM IN5UL. UP TO 24'FROM BAND JOIST ®R65/INCH MIN. (TOTAL MIN R-4q) - ®'R65/INCH MIN. (TOTAL MIN R-49) -PROVIDE R GATT INSULATON FOR REMAINDER OF FLOOR AREA A R-SO 30 MIN. 3 i 9 � U O ;a 12 - -` r----------- - 1 1 TOP OF,THIRD F1.00R WSFLAOR °� $ ELEV,.119'-99/B' 1^-'I S I I I 12LD O 24 I o ^ e d Z e u GAME lurv+u a 4 j ( 12 w ¢ p 0 0 a G l7 w O z Nlz s � o ° b r- -------- c m a a 5 .. I °M o u s¢ m o Qa a a a 25 _�.TOP OF IFOWV FLOOR 5U8fl.00R zp w I !j COVE PORCH u , L , . ." TOP OF FIRST FLOOR FINISH IZW �j GARAGE' i� - - __: _ _ TO�OF FIR57_FLOOR. :�' r _ _, _ TOP OF FIRST FLOOR SUEFLOOR. _ LL] B.EV.a 100'-0O' SUBfi..00R —, ° .. —I _--t— EL.EV.•100'40'(I6.00') Lu � Lu Lu OUXAST E NREsAST ELEVATI(. i i 'gyp W W1.10 GORE=CFW a FLAW.SYST0R I I TOP OF STEM WALL �, YE7H GOW12-1E TOPCOAT(PIiG®TO DRAW) .—.—.—.,—.—.—.—.—.—.—.—.—.—.—.—. — cn TOP OF STEM WALL _ _ _ w O - - 9.EV-45'-43/4�11.40� ___ ________._ L I _ _ _ _ _ _ _ _ _ _ TOP OF SHELF —.—.—.— a Lu Lu i T ` ELEV.a 94'-IO-IO I/270B8j ; 0 TOP OF_9-11LF '^ Lu .. � V+� —�eFv.=aa'-lolrs�lobe7_"� I _ -----' � U . NO N CL _ TOP OF WALL AT DOOR BEV..90'-I 3/4'(6.69 LL / FIN15H GRADE AT WALKOUT LWE OR LEVEL GARAGE = �, f Lu 0 &ELEV,"aEOOT— a FINISH LANDING AT WALKOUT _ I TOP OF CONCRETE SLAB ELEV.a B9'-0'(SOOT IFdllil a ........... :..s ,... — —. _ — • _ __ — ' — ' — ' TOP OF FOOTING 1 —. —. .. _— — _— _.__ - —__ _— _.— _— ._— In - _- 70P OF CONCRETE SLA01lOP11.—.—.—. _ a � TOP OF FOOTING ELEV.a 96'-0'(7b17 BOTTOM OF:FOOTING — ELEY:as - _ TOP OF FOOTING_ _ _ I 1 I I 1 I I I BOTTOM OF FOOTING B U I"L'D I N G S E C T I ON L B U I L D .I N'G S E G T 1 O N E [v . SCALE:9/0°a 1'-0" - SCALE:5/5' 1'-0' BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE A55EMBLY FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF ASSEMBLY WALL ASSEMBLY 2 (STONE) 0 -4'POURED CONCRETE SLAB(3°A7 GRAWLSPAGFJ 4 -13/4'STONE TERRACE WET LAID ON 4°CONCRETE I -FINISH FLOOR TILE MATERIAL,TBD q -TAPER SAWN ALASKAN YELLOW CEDAR - I I -STONE VENEER,MIN.6°TOTAL THICK-TBD. (SEE STRUCTURAL DW65) SLAB(PITCHED TO DRAIN) REFERTO SECTIONS FOR T.O.SUBFLOOR ROOF SNIN6LE5 SUPPORTED BY 6ALV.STEEL ANGLE OR EO. U -6 MIL.POLY VAPOR BARRIER -5°STONE EDGE BANDING(STONE TED) -THIN MUD SET -CEDAR BREATHER OVER 300 ASPHALT BUILDIN6 PAPER -'WARM-N-DRI•SYSTEM.OR EO. Lu -UNDERLAYMENT: SCHLUTER DITRA (PROVIDE ICE!WATER BARRIER AT PITCH LESS THAN 4/12) -POURED CONCRETE:FOUNDATION to BASEMENT FINISH FLOOR ASSEMBLY ROOF DECK A55EMBLY MAT MEMBRANE,AS R ED EQUIR -3/0'PLYWOOD SHEATHING (SEE STRUCTURAL DW69) r^ -3/4°ADVANTEGH 5UBFLOOR -ROOF FRAMING '. -TILE FINISH FLOOR TBD.. -9/4 X 4 DECKING(MATERIAL'TED) - (SEE STRUCTURAL DADS) WHERE INTERIOR WALLS ARE SHOWN WITH BLIND FASTENING SYSTEM -FLOOR FRAMING, -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) (5�gTTyX7URAL CLOSED CELL SPRAY FOAM IN5UL. -1/2°AIR SPACE - OVER CONCRETE SLAB -2X P7.SLEEPERS,TAPERED ®R65)INGH MIN. (TOTAL MIN R-49) L1 -4'POURED CONCRETE"SLAB -PVC ROOFING MEMBRANE(SARNAFIL OR ELJ -GULLED CELL SPRAY FOAM -2X4 STUD WALL - (SEE STRUCTURAL DW65) FULL DEPTH OF JOIST UP TO 4' -6 MIL..POLY VAPOR BARRIER -3/4'PLYWOOD ROOF 51EA71iIN6 FROM BANDJO I ST 24' ®R69-CLOSED GELL.SPRAY FOAM INSUL. WALL ASSEMBLY I (FOUNDATION) /INGH MIN. (TOTAL MIN.R20) 5 -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -PROVIDE FIBER&LAS5 BATT INSULATION 10 _•WARM_N-DRI'�LYL7EM.OR EL. -INTERIOR WALL FINISH,TBD. RAFTER FRAMING(SEE STRUCTURAL DW6S) FOR REMAINDER OF FLOOR AREA .� EXTERIOR DECK ASSEMBLY -CLOSED CELL SPRAY FOAM INSUL. R-50 MIN. -POURED CONCRETE FOUNDATION 3 ®R65/INCH MIN. (TOTAL MIN R-49) (SEE STRUCTURAL DW65) WALL ASSEMBLY 3 a 3/4 X 4 DECKING(MATERIAL TBD) - - FLAT / LOW PITCH ROOF A55EMBLY >. -12 FASTENED WITH BLIND FASTENING,SYSTEM WHERE INTERIOR WALLS ARE SHOWN -ALASKAN YELLOW CEDAR SHINGLES(5°MAX TrU,WOVEN CORNERS -PVC,WATERPROOFING,MEMBRANE -I/2°AIR SPACE -ISO BUILDING FELT,OR EO. -3'STONE EDGE BANDING AT DECK(STONE TBD) FLOOR ASSEMBLY.I (WOOD, CARPET) OVER ENTIRE ROOF AREA(SARNAFIL OR EL) _2X4 STUD WALL -I/2'PLYWOOD SHEATHING -2X PT,SLEEPERS,TAPERED E0 -TAPERED INSULATION,PITCHED TO DRAIN. -9/4'FINISH FLOORING,T8D -CLOSED GET SPRAY FOAM INLUL. -2X WALL FRAMING _ -WGROOFING MEMBRANE(SARNAFIL OR EO) -3/4°PLYWOOD SHEATHING O -9/4'ADVANTEGH SUBFLOOR, � 0R65/INCH MIN. (TOTAL MINR20) -CLOSED CELL SPRAY FOAM INSUL. R • -3/4'PLYWOOD ROOF SHEATHING -ROOF FRAMING - -FLOOR FRAMING,(SEE STRUCTURAL DRAWINGS) -INTERIOR WALL FINISH,TBD. ®R65/INGN MIN. (TOTAL MIN.R20) -RA TERSLEEPERSFRAMING, SEE TO DRAIN)OVER,STRUCTURAL SHEATHING (SEE STRiIGT I SPRAY DW65) -CLOSED CELL SPRAY FOAM.INSUL.FULL DEPTH OF JOIST � -INTERIOR WALL FINISH,TBD. -RAFTER FRAMING(SEE STRUCTURAL DW65) -CLOSED CELL SPRAY FOAM INSUL. - CLOSED CELL SPRAY FOAM INSUL. UP TO 24'FROM BAND JOIST ®R65/INGN MIN. (TOTAL MIN R_4q) ®R65/INGH MIN. (TOTAL MIN R-49) -PROVIDE AREA R-30 MI BAIT INSULATION FOR REMAINDER OF FLOOR AREA R-30 MIN: ' ., _....� ..- - ., .,:- ..:a.. -� �- .. .. - - - ."'^'.'.r'+.'•""."�i"`�_"'�+.:a:�'-,.+-sw'^""'.r -.."'."" _ ..F,e.•...--ter......._. _ _ .__,tea,-.�a�n-.:...n•..t-.- _ ._.....�-w�'_�;�L _ � ►v-a 0 .41 11 I 9 9 I loo 8 V/ H 0 r---------- .. ,. ---I 3 E TPO FT11H9I'Rsi 9F/8LO•—ORSU SFLOORTOPOyF THRDFLOOR9�LR t 00 ELEV. zELE , 119'-9 9/8. u ¢ p u I > W � na w n vOwi � g L --I_ -----J I I 1 I m p G V 12 4 I 12 o M J a w F S o P S�2 3 I x w z BEDROOM 3 BEDROOM 2 �" C Yi X S ¢ t9 n n r __________________- -__ . _______________________1 W e C C C m I I I I I f N m O 1 1 �] TOP OF SECOND T 1 _ 1 _ I _ _ I OF SECOND.FLOOR SUBFLOOR FLOOR SUBFLOOR, V ELEV..IIO'-B VB' ;_ —. - - - - ._, ` - ' _ �— - ELEV..110'-B 1/8' : B I w _______ __ ___ _____J _ Is O MASTER BWP40MLu Ii g TOP OF FIRST FLOOR FINISH TOP OF FIRST FLOOR FINISH" /� LLB Q ELEV.•100'C 3/4'pb.o69 I i I � B-EV.•100'-0 3/4'(IbDb9 � w N SUBFLOOR Lu ( TOP OF FIRST FLOOR SUSFLOOR TOP OF FIRST FLOOR O V ELEV.v 100'-0O'(IbDO') � ELEV.=100-00'(IbDO') u 0 L__ _:_J . L___________________ IL - Lu O Q a UNFINISHED BASEMENT UNFINISHED BASEMENT 'r a At, TOP OF CONCRETE SLAB_ TOP OF CONCRETE SLAB it ICI TOP OF.FOOTING ,.. --.-.•,.. - _ _ _ TOP OF 1`22216 BB'-B' ELEV. =60'-B'(4bT) q,BBOR_O.1 FFOO I - _ - —._ _ . — . — . — . _ .@=04 F FOOTINS BU I L. D I NG 5E,CTI O'N F BU I LD I NG 5 E C T 1 ON G I LL. C9 . - SCALE:3/5' P_O• . I SCALE:3/B'=I'-0' Z Z BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE ASSEMBLY �1 FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF ASSEMBLY WALL ASSEMBLY 2,(STONE) -4'POURED CONCRETE SLAB(3°AT CRAWLSP—W 4 -13/4'STONE TERRACE WET LAID ON 4'CONCRETE 1 -FINISH FLOOR TILE MATERIAL,T8D 9 -TAPER SAWN ALASKAN YELLOW CEDAR I I -STONE VENEET{MIN.B'TOTAL THICK-TED. � (SEE STRLY.TVRAL D.: SLAB(PITCHED TO DRAIN) REFER TO SECTIONS FOR T,O.SUBFLOOR ROOF SHIN6LE5 SUPPORTED BY 6ALV.STEEL ANGLE OR EQ. U U -b MIL.POLY VAPOR BARRIER -9-STONE EDGE BANDING(STONE TBO) -THIN MUD SET -CEDAR BREATHER OVER 300 ASPHALT BUILDING PAPER -'WARM-N-DRI'SYSTEM.OR EO. LLB Lu -UNDERLAYMENT: SGNLUTER DITRA (PROVIDE ICE 4 WATER BARRIER AT PITCH LESS THAN 4/12) -POURED CONCRETE FOUNDATION BASEMENT FINISH FLOOR ASSEMBLY ROOF DECK ASSEMBLY MAT MEMBRANE,AS REQUIRED -9/8'PLYHOOD'SHEATHING (SEE STRUCTURAL DW65) 2 -TILE FINISH FLOOR TBD.. 5 -B/4 X 4 DECKING(MATERIAL TBD) -9/4°ADVANTEGH SUBFLOOR -(SEE 5TRUC ROOFS 1TURAL DW6S) WHERE INTERIOR WALLS ARE SHOWN Z Z -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) WITH BLIND FASTENING SYSTEM -FLOOR FRAMING, _ OVER CONCRETE SLAB -2X PT.SLEEPERS.TAPERED (SEE CLOSED CEI IIRSP DW65) -0 R�gg/DINGM MI SPRAY MIN 1R-4-0 -I/2'AIR SPACE Q Q -GULLED CELL SPRAY FOAM 24' -2X4 STUD WALL -4'POURED CONCRETE SLAB -PVG ROOFING MEMBRANE(SARNAFIL OR EQ) FULL DEPTH OF JOIST UP TO 24' (SEE STRUGNRAL DW65) -9/4'PLYWOOD ROOF SHEATHING FROM BAND JOIST -CLOSED CELL SPRAY FOAM INSUL. -B MIL.POLY VAPOR BARRIER WALL ASSEMBLY I (FOUNDATION) ®R65/INCH MIN. (TOTAL MIN.R20) -2 X SLEEPERS(PITCHED 70 DRAIN)OVER STRUCTURAL SHEATHING -PROVIDE FIBERGLASS BAIT INSULATION IO - -INTERIOR WALL FINISH,T50. -RAFTER FRAMING(SEE STRUCTURAL DW6W FOR MIN.REMAINDER OF FLOOR AREA -'WARM-NCONC CONCRETE O.ND TI co Ln EXTERIOR DECK ASSEMBLY _CLOSED GFI 1 SPRAY FOAM INSUL R-30 MIN. -(SEE ST CONCRETE FOUNDATION ®R65/INCH MIN. (TOTAL MIN R-49) \ (SEE STRUCTURAL DW55) - WALL ASSEMBLY 3 -' -5/4 X 4 DEGKIN6(MATERIAL TBD) 1 FLAT / LOW PITCH ROOF ASSEMBLY 12 - FASTENED WITH BLIND FASTENING SYSTEM a WHERE INTERIOR WALLS ARE SHOWN -ALASKAN YELLOW CEDAR SHINGLES(9"MAX TrIJ,WOVEN CORNERS -3'STONE EDGE BANDING AT DECK(STONE TBD) -PVC ENTIRE A MEMBRANE -1/2"AIR SPACE -150 BUILDING FELT,OR EQ. FLOOR ASSEMBLY.I (WOOD, CARPET) OVER ENTIRE LAYI AREA PITCHED TO D OR EGU -2X4 STUD WALL -I/2°PLYWOOD SHEATHING -2X PT.SLEEPERS,TAPERED (� -TAPERED INSULATION,PITCHED TO DRAIN. � � -9/4'PINI9H FLAORIN6,TBD -CLOSED CELL SPRAY FOAM INSUL. -2X WALL FRAMING PVGROOFIN6 MEMBRAtg(SARNAFIL OR EQ) -3/4'PLYWOOD SHEATHING A307 R-9/4'ADVANTEGN SUBFLOOR 0 R69/INCH MIN. (TOTAL MIN.R20) -a R&SA CELL SPRAY FOAM.P.2o) -9/4°PLYWOOD ROOF SHEATHING -ROOF.FRAMING ' -2"X SLEEPERS(PITC ED TO DRAIN)OVER STTiUGTURAL SHEATHING, -FLOOR FRAMING,(SEE STAM INI RAL DRAWINGS) (SEE STRUCTURAL 004,S) -INTERIOR WALL FINISH,TBD. 0 R65/INGH MIN. (TOTAL MIN.R20) -RAFTER FRAMING(SEE STRUCTURAL DWGS) -CLOSED CELL SPRAY FOAM INSUL FULL DEPTH OF JOIST -CLOSED CELL SPRAY FOAM INSUL. -INTERIOR WALL FINISH,TBD. -CLOSED CELL SPRAY FOAM INSUL. UP TO 24'FROM BAND JO157 - ®R0.9/INCH MIN. (TOTAL MIN R-4q) o R69/INCH MIN. rTOTAL MIN R-49) -PROVIDE AREA FIBERGLASS-50MI BAIT INSULATION FOR REMAINDER OF FLOOR AREA R-30 MIN. y .- _ _�.��- _. ♦ti+i` _,.e__._ ..-�.a-.�.-,..,_�___.. __ .�e - +r.-1...:vim.,.P_�=.._---F_� ---w..... o.. _ __ .,+-._..s.a:.n..r-- >_a.,��_. -- T--'_ _ � _ e 1 � I 9 I 4 $ r---------- c 5 Z • TOP OF THIRD F9/B—LOOR SWBFLOOR ._i_ I _. -- -- —..—. I —. . TOP OF THIRD FLOOR SUBFLOOR. p ELEV. 9 Se p —� EV.•II9'- ..— —�.-- I .I '_— _' I I BEV. 119'i 5/8' t u=i VG ��Cw��%%[bbw►► S O- a o 1 I ¢ U' w OW Z Z N z I zoJ o0 id O V x m O QQ m ¢ 'L 2 h W 7 Q Z ¢ S GUEST MASTER STH SHOWER SITTING ROOM o vVi u=i IR 3 .tW9 m C - r d TOP OF 1/8 SECOND FLOOR SUBFOOR 1 __ TOP OF_SECOND FLOOR 5UBFLOOR_ ELEV.•IIO'-0 — — _ - _ \_ i i 1 1 � w � Lu BATH Z . TOP OF FIRST FLOOR FIN15H (� - TOP OF.FIRST FLOOR FINI5H �/ W 0 ELEV.•1007O 3/4'(16A6'1 .. .. .. - ._ REV.•100'4 3/4'(16D6') r�'I 4 4 N O Lu TOP OF FIRST FLOOR SIMFLOOR !' _ �. TOP OF FIRST FLOOR SUBFLOOR �. .. V ELEV.•100'-00'06A09 E� ,l - -' . .®..�.:�®® :.®:® °m.:°® ®.:n:°, TOt a IR!kT F'08D09La 'girl - . a • I o � a . UNPINISHEDIBASEMENT .� EL mil] TOP OF CONCRETE SLAB ATOP OF CONCRETE V cL&. ea'-0'13.009 TOP OF FCOTIN6 I _' _ ..:....:.... ..:.. .:. .. ._ —. TOP OF,FOO'TIN6 _ may] -.-'- -: — -- . ._ _. —. _� E,EVf-88'1 BOTTOM OF.FOOTING _ BOTTOM OF FOOTING V ELtv:.8E'-0`(3eT'J _ —. —. ._ —. —. -- —. —. —. —. —�.aEV.�8T'-0•(SbT'1 B U. I L.D I N G 5 E G T I O N H B U I L D I.N G S E C T I O N J ,. .. ISCALE.3/8•a 1'-O•- SCALE.3/8°.P_O" L.z BASEMENT SLAB ASSEMBLY 4 EXTERIOR TERRACE ASSEMBLY , FLOOR ASSEMBLY 2 (TILE) 9 PITCHED ROOF ASSEMBLY II WALL ASSEMBLY 2.(STONE) O O -4'POURED CONCRETE SLAB(3°AT GRAWLSPAGE) -1 B/4 STONE TERRACE WET LAID ON 4•CONCRETE -FINI F -TAPER SAWN A-ASKAN YELLOW CEDAR STONE VEN�R MIN.6'TOTAL THICK-TBD. E-- SN LOOR TILE MATERIAL,TI5D (SEE STRIJGTURAL DW65) SLAB(PITCHED TO DRAIN) REFER-TO SECTIONS FOR T.O.SUBFLOOR ROOF SNIINGLES : SUPPORTED BY bALV.STEEL ANGLE OR EQ. U U 6 MIL.POLY VAPOR BARRIER -B'STONE EDGE BANDING(STONE'TBD) - -THIN MID SET -CEDAR BREATHER OVER 500 ASPHALT BUILDING PAPER -'WARM-N-DRI°SYSTEM.OR EQ. LU- LU' -UNDERLAYMENT� SGNHWTER DHTRA (PROVIDE ICE G WATER BARRIER AT PITCH LESS THAN 4/12) -POURED CONCRETE FOUNDATION BASEMENT FINISH FLOOR ASSEMBLY ROOF'DECK ASSEMBLY MAT MIEMBRANIE,As REQUHRED -B/6•PLYWOOD SHEATHING (SEE STRUCTURAL DWGW rrnn 2 Tj -5/4"ADVANTECH SUBFLOOR -ROOF FRAMING V -TILE FINISH FLOOR TBD..' -B/4 X 4 DECKING(MATERIAL'TED) -FLOOR FRAMING, - (SEE STRUCTURAL DWGS) WHERE INTERIOR WALLS ARE SHOWN Z Z -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) WITH BLIND.FASTENING SYSTEM (SdEE STRUCTURAL Dri -CLOSED CELL SPRAY FOAM IN5UL. -1/2"AIR SPACE OVER CONCRETE SLAB -2X PT.SLEEPERS,TAPERED _ ®R65/INGH MIN. (TOTAL MIN R-49) L� -4'POURED CONCRETE'SLAB -Pi ROOFING MEMBRANE(SARNAFIL OR EQ) FULL EPTH OP JOIST UP TO 24' -CLOSED STUD WALL - - CELL SPRAY FOAM 2X4J (SEE STRUCTURAL DWGS) -3/4'PLYWOOD ROOF SHEATHING - FROM BAND:JOIST .. .. -CLOSED CE'LL.SPRAY FOAM.R20) -6 MIL.POLY VAPOR BARRIER WALL ASSEMBLY I (FOUNDATION) ®R89/INCH MIN (TOTAL MIN.R20) - - -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -PROVIDE FIBERGLASS GATT INSULATION IO - - -INTERIOR WALL FINISH,TBD. m I -RAFTER FRAMING(SEE STRUCTURAL DWEF) FOR REMAINDER OF FLOOR AREA -•WARM-N-DRI•.SYSTEM.OR EQ. m - EXTERIOR DECK A55EMBLY cLOSEv CELL SPRAY roAM HN151/L R-50 MIN. -POURED CONCRETE FOUNDATION I! -� (sEe STRUCTURAL vwGs) WALL ASSEMBLY 3 a R65/INCH MIN. (TOTAL MIN R-49) -s/a x a DECKING(MATERIAL Ti �1 FLAT / LOW PITCH ROOF A55EMBLY 12 FASTENED WITH BLIND FASTENING SYSTEM WHERE INTERIOR WALLS ARE SHOWN -ALASKAN YELLOW CEDAR 5HIN&LE5(5"MAX TWJ,WOVEN CORNERS -PVG WATERPROOFING MEMBRANE -1/2'AIR SPACE -130 BUILDING FELT.OR EQ. 9'STONE EDGE BANDING AT DECK(STONE TBD) FLOOR ASSEMBLY.I (WOOD,CARPET) OVER ENTIRE ROOF AREA(SARNAFIL OR EQ) -2X PT.SLEEPERS,TAPERED 6 - - -TAPERED INSULATION,PITCHED TO DRAIN. -2X4 STUD WALL � -I/2°PLYWOOD SHEATHING _ -9/4'FINISH FLOORING,TBD CLOSED CELL SPRAY FOAM INSUL. -2X WALL FRAMING -3/'ROOFIPLYWOOD ROOF SHEATHING THING FIL OR EQ) .' -3/4°PLYWOOD SHEATHING - -9/4'ADVANTEGH SUBFLOOR � .. O R6S/INCH MIN. (TOTAL MINR20) -CLOSED CELL SPRAY FOAM INSUL.. jA�- � . -9/4°PLYWOOD ROOF SHEATHING -ROOF.FRAMING A3O V -�2'X SLEEPERS(PITCH®TO DRAIN)OVER,STRUCTURAL SHEATHING -FLOOR FRAMING,(SEE STRUCTURAL DRAWINGS) (SEE - -INTERIOR WALL FINISH,Ti ao R65/INGH MIN. (TOTALMIN.R20) °. --RAFTER FRAMING(SEE STRUCTURAL DW65) STRL�111RAL DWC{�J CLOSED CELL SPRAY FOAM INSUL FULL DEPTH OF JOIST UP TO 24•FROM BAND JOIST „ -CLOSED CELL SPRAY FOAM INSUL. -INTERIOR WALL PINISH,TBD. CLOSED CELL SPRAY FOAM INSUL. -PROVIDE FIBERGLASS BATT INSULATION FOR REMAINIDER OF 0R65/INGH MIN. (TOTAL MIN R-49) a9.R65/INCH.MIN. (TOTAL MIN R-49) FLOOR AREA R-30 MIN. 1 1 , 1 I I p a II 1 A401 , i i I I ,M 8; I � -� ELPV..119'-93R• - - - - - - - - - - -'-1-' -- - - o 0 0 ❑ V) �1 1 1 1 0 � o � U a 12 I w � � ; III w BUNK ROOM GAME ROOM FAMILY ROOM w u Z o z N a o 1 I 6 F S S2 F a s If A401 i w x N = pn z z 1 1 O yi N 3 - WV' ,Ip�TOP,OF SECOND FLOOR WBRD R -L V ELPV.v 110'-B U8• —.—.—. —. —. — . — . 1 ) WW e. p C C p F ry od O H of 1 < vi o 0TYP-ml[N2aA HEADER HT. O 1. 1' 1 I I 1 � I 1 I L____S ___l . Lu MAKS OFFICE VESTIBULE MA U � a 2 TOP OF.FIRST FLOOR FINISH �y -� ELEV.v 100'-0 3/4'nBDd') Lu , > Z . - TOP OF FIRST FLOOR SLIBFLOOR ,2k 6 WALL uj v� t T OF _ TOP of STEM WALL _ _ _ _ _ _ _ _ _ _ _ ; ; alOP v'9a'O U4•0:STEEL.BEAM w 20Z) - K2X26 STEEL BEAM NTH O Lu ELE V.a 96'-II 3/8711.9'1'� OOLIBLE NAILERS T 4 IS . 1 Lu —. ' 1 Bd - aFLUSH ON bARA6E TPOF CONCRETE PLANKS 9E F KALU 000000000000000000 000000000 � . LQu-.-.-.- 0000 000 00 T l e•a93oniDo� 0 .OZn n 1n ABOVE GONG sNB.F) star. J O M 14- SA 9/4' CL 10 C _ 94,-i US wO _ . .. LOWER LEVEL bARA&E 0 Q 0. W_ Ln II II 4d Q, TOP OF CONCRETE I,SLAB— — Q q ELEV.v 09'-0'(3 D09 _ —. - —. __ _T—UPPER.ROW OF FLOOD VENiS QI TOTALZ _- 1 =b-TOP OF FOOTING — —.. - —. _ —.. —. - 1 OFF (TINS -a—LOMB2 R- of FLOOD VENTS Al TOTAU - — I nn BOTTOM OF FOOTING - —. —" - - . Ii V BPV.a BT'-6'f3bT9 - _ TOP OF WNGRETE SLAB(LOYU TOP OF STEM WALL 9.EV.a Off'-0'(3D09 � � B.EV.a 86'-13/4'T2 ________________ ___________ _________________________________________ ____ _______ ___ ._ TOP OF SHELF � TOP OFFOOTIN& _.—.—'— — —.—'—.—.—.—. —.—.—.—.—.—.—. — ____-- B U I L D I N G 5 E C T I O N K - I aEV.a 883'=9'(-0997 BOTTOM OF FOOTING SGALE 3/B°v I'-0' .. - Z BASEMENT SLAB. A55EMBLY EXTERIOR TERRACE ASSEMBLY FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF ASSEMBLY WALL ASSEMBLY 2 (STONE) O -4'POURED CONCRETE5LA6(3'AT GRAWLSPAGE) 4 -1 3/4°STONE TERRACE WET LAID ON 4°CONCRETE -FINISH FLOOR TILE MATERIAL,TBD 9 -TAPER SAWN ALASKAN YELLOW CEDAR I I -STONE VENEER,MIN.6°TOTAL TNIGK-T3D. �...�, (5�STRUCTURAL DW65) SLAB(PITCHED TO DRAIN) REFER TO SEGTlONS FOR T.O.SUBFLOOR ROOF SHIN6LE5 SUPPORTED BY 6,V.STEEL ANGLE OR EQ. -6 MIL:POLY VAPOR BARRIER -3°STONE EDGE BANDING(STONE TBD) -THIN MUD SET -CEDAR BREATHER OVER 30b ASPHALT BUILDING PAPER -'WARM-N-DRI°SYSTEM.OR EQ. u -UNDERLAYMENT. SGHIWTER DITZA (PROVIDE ICE 4 WATER BARRIER AT PITCH LESS THAN 4/12) -POURED CONCRETE FOUNDATION N BA5EMENT FINISH FLOOR ASSEMBLY ROOF DECK ASSEMBLY MAT MEMBRANE,AS REQUIRED -5/6'PLYWDOD SHEATHING (SEE STRUCTURAL Dwbs) 1 -3/4"ADVANTECH 5UBFLOOR -ROOF FRAMING TILE FINISH FLOOR TBD.. -S/4 X 4 DEGKINb(MATERIAL-T3D) _ (SEE STRUCTURAL DW65) WHERE INTERIOR WALLS ARE SHOWN -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) WIT4 BLIND FAST°iJING SYSTEM (� SP.TRLG MNR L DW65) -CLOSED CELL SPRAY FOAM INSUL. -1/2°AIR SPACE Q OVER CONCRETE SLAB -2X PT.SLEEPERS,TAPERED ®R69/INCH MIN. (TOTAL MIN R-49) 1 -CLOSED CELL SPRAY FOAM INSUL. -2X49TUD WALL -4'POURED CONCRETE SLAB -PVC ROOFING MEMBRANE(SARNAFIL OR EQ) FULL DEPTH OF J015T UP TO 24' -CLOSED CELL SPRAY FOAM INSUL. (SEE STRUCTURAL DWbS) _3/4•PLYWOOD ROOF SHEATHING FROM BAND JOIST WALL A55EMBLY I (FOUNDATION) ®R&SANCH MIN. (TOTAL MIN.R20) i -6 MIL..POLY VAPOR BARRIER -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUGTIRAL SHEATHING -PROVIDE FIBERGLASS BATT INSULATION IO -INTERIOR WALL FINISH,TBD. -RAFTER FRAMING(SEE STRUCTURAL DW65) - FOR REMAINDER OF FLOOR AREA -'WARM-N-DRI'SYSTEl4.OR EQ. m EXTERIOR DECK.ASSEMBLY -CLOSED CELL SPRAY FOAM INSUL. R-SO MI". -(��RELTED�FOUNDATION -9/4 X 4 DEGKIN6(MATERIAL ®R65/INCH MIN. (TOTAL MIN R-490 ^ FLAT / LOW PITCH ROOF A55EMBLY 12 WALL ASSEMBLY 3 INS ! 1 FASTENED WITH BLIND FASTENING SYSTEM 8 WHERE INTERIOR WALLS ARE SHOWN -ALASKAN YELLOW CEDAR SNINbLES n3'MAX TrL),WOVEN CORNERS -OVER WATERPROOFING MEMBRANE -1/2'AIR SPACE -150 BUILDING FELT,OR EQ. -5'STONE EDGE BANDiER AT DECK(STONE TBD) FLOOR ASSEMBLY I (WOOD, CARPET) OVER ENTIRE ROOF AREA PITCHED TO D OR EQ) 2X4 STUD WALL -1/2'PLYWOOD SHEATHING -2X PT.SLEEPERS,TAPERED (O 6 -TAPERED INSULATION,PITCHED TO DRAIN. -9/4'FINISH FLOORING,T3D _ _2X WALL FRAMING Q -PVC ROOFING MEMBRANE(SARNAFIL OR EQ) -3/4'PLYWOOD SHEATHIN6 CLOSED CELL SPRAY FOAM INSUL. A3O ti/ ' -9/4'ADVANT=GH SUBFLOOR ®Rb5/INGH MIN. (TOTAL MINR20) -CLOSED CELL SPRAY FOAM INSUL. R -3/4'PLYWOOD ROOF SFEATaINb -ROOF FRAMINb -2 X SLEEPERS(PITCHED TO DRAIN)OVER.57RUCT1RAL SHEATHING -FLOOR FRAMING,(SEE FOAM TURAL DLL DEPTH -INTERIOR WALL FINISH,TBD. ®R69/INCH MIN. (TOTAL MIN.R20) -RAFTER FRAMING(SEE STRUCTURAL DW65) -CLOSED CELL SPRAY FOAM INSUL.FULL DEPTH OF JOIST (SEE CLOSED cEl I SPRAY D Y F UP TO 24'FROM BAND JOIST -0 R&SA GELL SPRAY FOAM INSUL. -INTERIOR WALL FINISH,T3D. -CLOSED CELL SPRAY FOAM INSUL. -PROVIDE FIBER6LASS BAIT INSULATION FOR REMAINDER OF ®Rb5/INGH MIN. (TOTAL MIN R-49) 0 R&SANCH MIN. (TOTAL MIN R-490 FLOOR AREA R-30 MIN. r .-...�x,x -,.._ __.-. ., -- ----. �_ _ - _ .. �,.•- -•.' __^- .-.--��_.4:y.,.K.��.�_._-.-..f d-=-�+._ .-.--.._...�-s.__.__ .._.. R _ �. � - - - - _._... - --- .._..� ..-_._<_,.�..�� -,�as..--. __.�-,-..sue ,=.--.�� - - -r..-t.....-•.ham � ---...-�� .� - - -"'4--""`- - `.-'�--'_ -•s=..........<.--•--�. _ � oo ATTIC (� r--------i I to 0 TOF ELEV.•191R�fl_(L OR SUBFLOOR t 00i F � .. F 3 j— I D4 w w O V O j I A40i uOwi O i I 51M z 3 I I I G a O Z > ¢ Z" 12 ow 0 , z iM BATH 6 WATER'CL, BATH 5 DRESSING HALL - BEDROOM 5 Z s � I I � - I w Ic---' -�— — — —. H3 _ I I 5IM TOP OF STEEL BEAM ELEV.•110'-1 3/8' , - ww VESTIBULE MAKS CLOSET HALL _ MARYS BATH MAKS BATH MASTER BEDROOM ---- --------------- I Ah TOP OF,FIRST FLOOR FINISH —. W Q . 4 I 3 I I F ELEV.•I00'-0 3/4• &D6') • F- Lu .. .. / TO FP OF FIRST FLOOR LOOR ®L I � TOP. S. 100'-00'(IbD07 - H OF 98' 3/8'TW.� FLOG—. - I, ME L________________________ .. e • ,27(BWALL I - % TOP OF WALL _ _ N K2X26 STEEL BEAM WITH (- I 70 — — — (HOLDFUISHVOLISLE I ON GARAGE - (_ I L___ _______________ _ ___! A401 M ... SIDE OF WALIJ ' �QQQQ 80TTOM OF STEEL BEAM Q a. ELEv—.as'o niaD'i— �y 0 U2'ABOVE COWL.SHELF) � � I S•J4• - UNItINISHED BASEMENT UNFINISHED BASEMENT GRAWLSPAGE (wr a - - 10 CO TOP OF WALL CONCRETEs�AsTT — — '-- op _ - — — — — — — ..' �; TOP OF CONCRETE SLAB OiIGH _ B.EV. 0 F F (4b1g _ .. .. ��BEV.a�BT�'1�50') � �] TBOTTO!'?�IOOTIN6 - — TOP OF FOOTING . ------------------------- -------.---_. —. eoTroh OF FOOTING —.—._ B O I L D I N G S E C.. T I O N K — 2 Y . SCALE:3/0'=I'-0'I BASEMENT SLAB ASSEMBLY EXTERIOR TERRACE ASSEMBLY FLOOR ASSEMBLY 2 (TILE) PITCHED ROOF A55EMBLY WALL ASSEMBLY 2 (STONE) 4'POURED GONGRETE'SLAB(3'AT —SPACE) 4 -i 3/4°STONE TERRACE WET LAID ON 4'CONCRETE ' -FINISH FLOOR TILE MATERIAL,T8D q -TAPER SAWN ALASKAN YELLOW CEDAR I I -STONE VETS,MIN.6'TOTAL THICK-TEID. (SEE STRUCTURAL D=) SLAB(PITGNED TO DRAIN) REFER TO SECTIONS FOR TO.WEIFLOOR ROOF 5HIN6LE5 SUPPORTED BY GALV.STEEL ANGLE OR EO. -6 MIL.POLY VAPOR BARRIER -3"STONE EDGE BANDING(STONE TEID) -THIN MUD SET -CEDAR BREATHER OVER 30#ASPHALT BUILDING PAPER -'WARM-N-DR]"SYSTEM.OR W. V -UNDERLAYMENT, SC LUTER DITRA (PROVIDE ICE 4 WATER BARRIER AT PITCH LESS THAN 4/12) -POURED CONCRETE FOUNDATION Lu - BASEMENT FINISH FLOOR ASSEMBLY ROOF DECK ASSEMBLY MAT MEMBRANE AS REQUIRED -9/0•PLYWOLD SHEATHING (SEE STRUCTURAL VASS) N -3/4°ADVANTEGH SUBFLOOR -ROOF FRAMING rrnn 2 -TILE FINISH FLOOR TBD., 5 -g/4 X 4 DECKING(MATERIAL'78D) (SEE STRUCTURAL VASS) WHERE INTERIOR WALLS ARE SHOWN V WITH BLIND FASTENING SYSTEM -FLOOR FRAMINb, ' -THIN-SET MORTAR(CONFIRM WITH TILE INSTALLER) (SEE STRUCTURAL DW65). -CLOSED CELL SPRAY FOAM IN5UL. -1/2°AIR SPACE Z OVER CONCRETE SLAB -2X PT,SLEEPERS,TAPERED ®R65ANCH MIN. (TOTAL MIN R-49) Q -GULLED CELL SPRAY FOAM 24' -2X4 STUD WALL -4'POURED CONCRETE SLAB -PVC ROOFING MEMBRANE(SARNAFIL OR EO) FULL DEPTH OF JOIST UP TO 24' -CLOSED CELL.SPRAY FOAM INSUL. ' (SEE STRUCTURAL VASS) -3/4'PLYWOOD ROOF SHEATHING FROM BAND JOIST WALL ASSEMBLY I (FOUNDATION) ®R&SANCH MIN. (TOTAL MIN.R20) -6 MIL.POLY VAPOR BARRIER -2 X SLEEPERS(PITCHED TO DRAIN)OVER STRUCTURAL SHEATHING -PROVIDE FIBERGLASS BATT INSULATION ID - -INTERIOR WALL FINISH,TED. D -RAFTER FRAMING(LEE STRUCTURAL DW65) FOR REMAINDER OF FLOOR AREA -'WARM-N-DRI'SY5TEM.OR EO. EXTERIOR DECK.A55EMBLY -CLOSED CELL SPRAY FOAM INSUL R-30 MIN. -POURED CONCRETE FOUNDATION m (sEe STRUCTURAL vwss) WALL ASSEMBLY 3 3 - " ®R65/INCH MIN. (TOTAL MIN RAN FLAT / LOW PITCH ROOF A55EMBLY 12-5/4 X 4 DECKING(MATERIAL TED) 8 WHERE INTERIOR WALLS ARE SHOWN -ALASKAN YELLOW CEDAR SHINGLES(5'MAX TUWJ,WOVEN CORNERS. FASTENED WITH BLIND FASTENING SYSTEM WATERPROOFING MEMBRANE -s STONE EDGE eAIlDIN6 AT DESK(STONE TED) FLOOR A55EMBLY.1 (HOOD, CARPET) OVER ENTIRE ROOF AREA(SARMAFIL OR EGU -I/2°AIR SPADE -ISO BUILDING FELT,OR EO. -2X PT.SLEEPERS,TAPERED - b -TAPERED INSULATION,PITCHED TO DRAIN. -2X4 STUD WALL, -I/2'PLYWOOD 5HEATHIN& -3/4•FINISH FLOORING,TBD -2X WALL FRAMING _ -CLOSED CELL SPRAY FOAM INSUL. -PVGROOFING MEMBRANE(SARNAFIL OR EO). -3/4•ADVANIECH SUBFLOOR -3/4'PLYWOOD SHEATHING ®R65ANCH MIN. (TOTAL MINR20 Y FOAM INSUL. -CLOSED CELL N. (T -3/4°PLYWOOD ROOF SHEATHING -ROOP.FRAMING AL MIN.R20 - -2X SLEEPERS(PITCHED TO DRAIN)OVER.STRUGTURAL SHEATHING -FLOOR.FRAMING,(SEE STRUCTURAL.DRAWINGS) -INTERIOR WALL FINISH,TED. ®R65/INCH MIN. (TOT ) A31 O -RAFTER FRAMING(LEE STRUCTURAL PASS) -CLOSED CELL SPRAY FOAM INSUL-FILL DEPTH OF JOIST (SEE=T L DWEf) UP TO 24'FROM BAND JOIST -CLOSED CELL SPRAY FOAM IN5UL. -INTERIOR WALL FINISH,TBD. -CLOSED CELL SPRAY FOAM INSUL. -PROVIDE FlEEIib SS,BATE INSULATION FOR REMAINDER OF 0R65/INGH MIN. (TOTAL MIN R-4q) ®R65ANCH MIN. (TOTAL MIN R-49) FLOOR AREA R-30 MIN. --.-.��,.,m�--.� m.,..--�-_-.�-R�� -�•�-.��, - .. ,�� .-.� tip- ,..�-.�.v.�;_i.:..., ,.. =.-a--.,=s---.t .. I U PAINTS 7 WLT- RAKE 6 I OVER � l BOARD (GPD➢UL 1 X 0,1 X 4 OVER BLOGIUN6) II Le, ALASKAN YE LOM C®AR SHiHOL® RocP sm+att� (OIAMOI'm PATTESM IN UPPER OA51M) - \ MATE, TO E DrrEIRM ED) < y- - VJ VQ71 .TZ Wjjf QMAT,52RQLS O� lco II"I�II I V J Q 6 V4 + 0. PAINT®BUTiP FASCIA BOARD \. I PAINT®1 X 90FFTT !•j -\ O NU O I. 3 g \ LU PAINTED GABLE SHELF �••' c E PROVIDE FLASHING AT BOTTOM '�+� (9T4 XX.�.BLS .. OF SHNSLES .. .. _ ¢ TYPICAL ODOR AND wPDWI TRIM �_� ♦ w � � p • IV II I I I __ �\ — w 2 U PAINTED COME.TRIM + 1 I I' : I III q.( AlLMIN.M GLAD YU�07i I IE .], \ Q o w z a l T T 5'-1 Sr{• 9 V7' Z rS z < o u rc m o a Zru _a DE TAIL 4 I — — _ Z w s �11 `.i '_":. �1 SCALE;I uz .ro t'• — —'Imo\ o _ 3 s PAINTED PVC,6VMDt SYSTEM Q ry m O a, of 9111' - OVER PAINTED SORAL FASCIA BOARD Al.ASKAN YELLOW fEDAR 51DBNALL 5XIN6LE9 it M'MAX TYU I I s Va' ♦•'; .. PAINTED BORAL CAL PORCH�BEADBOARD OVER STRAFPINS 3/{ LINS PANED FRIEZE BOARD WITH BED MOULDING ( . uj 1 TYPCAL PAINTED DOOR AND WINDOW TRIM PAINTED PORCH BEAM ' z.. •� -----PAINTED FI� L►w R6LASs cq. LU PANTED waowa s¢i .I f r 1 x w rU I x� x i U 1V2• - . DETAIL 5 Z SCALE,I 117 I - _ '-.�_ - . LU o . PAINTED GROAN{RAKE TRIM III. TYPICAL EXTERIOR DOOR AND WINDOW ON EEYOND r I 1 y 4 N TRIM DETAILS ., w 4,1 (PAINTED BATUAU P MOLDING OVER •.:.. 814•%4•(BEADED INSIDE PAINTED TRIM .,_. ♦♦.:; �, MOTN.BEADED INSIDE PROBES) ------------------------- -- — - j LU N D E T A I L I SCALE I VO•a 1'0•: .I ' - ( I I �I' ON l .. ANDIST ANY(OR PVC,)RauNb ANBAU) E�TEM 0 YW.PROVIDE PAINTED FIBEROLA.55 COLLINM ~ W s III I � j co I - o Lm Q 4 X 4 IFE DECKING S/ I I I W MAX :'Blow CEDAR 5 DBNALL SVu1KLE5 •MAX T f�i YU I' I O%P.T.Tam 5LE_� x PAINTED FIBVV LA S COL." I I. I SARNAFIL(OR EQUAL)MEMBRANE ROOFING SYSTEM m Pa Pv I 5/a•RooF DECK sIBATwN6 II NTED C GUTTER SYSTEM - 2 X P.T.TAPERED'SLEEPERS Pa F ovER PAINTED eoRAt Ascw 1 3 m 6 V3 ':'j I 1 1'4 W BOARD 3/4'ROOF DECK SIR-•}BATHING FFLOOR JOISTS(REFER TO S-PLAN") i i s ua I 6 I I N I 1 PROVIDES•THICK STOW BAND AT ENTRY TERRACE � � (DROP SLAB 1�= •.:.:�.!.,•..!.:;.:•� ,, ,•�, •: - O K.GOM70DATE .":•...•:;'i`�.`:•":,'.,:., _ STONE THIGOSw PROVIDE B'THICK STONE BAND I �1— _�, ,.. ... ....___ ___ ____ _____ _ ___ I EDGE A9 RF�71iFD T Q AT ENTRY TERRACE(DROP SLAB PROVIDE DECK DRAINAGE ET06E ASTl11 REWIRED) eme TO ALLAW TO ACCOMMODATE J�I I - •®•®^\ •, .. _ __ _ - w - .. U V4' HALL BELDN STONE CAP p • ..` VF�PROPER DRABw6E :. _ J, .......♦.. ac —STORE 1 VENEER-PROVIDE ANLNORUK TO SL VENEER PROVIDE ANCHORING ,. ,... .. .:• ., ,. .-.. ._ r, lE As FffS.Ol4ffim®BY Q I� I • .. .. ....... .. .. MANLFAGR17i/T SLffiAITER AS RECOMMENDED By MASON O I N , MAN.FACIl1ER MASON o II. 1.✓1. 1 I I 1 .• I I i I N j PROVIDE GRANITE LI NTEL AT WiNDOA EM j I 1 OPN&S(PROVIDE STEEL AWLP SVPPORT w DETAIL 2 I j FOR STOKE LINTEU } SCALE:I I II Ilil!I�I • ALUMINUM CLAD"c"sYSTEM A4O l �1 DETAIL 3 DETAIL b I $GALE:I ur=11O' SOaP:I V3'.I'-0• I) . �_` SS1B• ROOF SMNN,F3 i ` MATERIAL m DETBWU!!EDl _ O 4VY O �440. PAINTED BUILT-UP FASCIA BOARD �C 4]11 ex! nxsoJERlxe) t�•.•.11�; L Y I 4 PAINTED I X SOFFT .� 9 PAINTED FRIEZE BOARD .\ M/4 X 4 RIPPED OVER BLOCKING! I TYPICAL DOOR AND WI1lPDW TRIM ALUMINUM CLAD WINDOW o z O z � w g p p \ 2 - W J Q _ O m I G 2 2 S U ¢ O O ¢ F F - s I p p � W Z W V I-u Q 7= J Z S 3 W PROMSOLDIEREDY, 3 DE LOPPE3 PAN SYSTEM S AT BOTTOM ATID - -SIDS OP DORMER.PAN - SIC p o 0 0 i-off 4 LTYPIrAL PAINTED PVC GI/TTHi SYSTEM PORCH LEILINB ER PAINTED FRIEZE BOARD TYPICAL BORAL FASCIA PAINTED BORAL.BEADBOARD OVER STRAPPING ' i I• B' 9/4' w --t I U a ILAL PAINTED DOOR AND WINDOW TRIM .. PAINTED PORCH BEAM LU I- _ PAIN TED F IBERGL.Af' MN LOU w LU- - U _ ct 0 - Z I o D E T A I L : 9 uj N DETAIL l I v2 .ro SCALE I V2•,ro' a ; o X , � o .. .. ( I PROVIDE NEVI PAINTED PVC RAILINS'SYSTEM ~ O CL uj 0 CL Sf4 X 4 IPE DWrJNS §Y I I O 2 X P.T.TAPERED SLEEPERS 'a4j a . a SARNAFIL(OR EQUAU MEMBRANE ROOFING SYSTEM �I - " L 3/4'ROOF DECK SHEATNINS 2 X P.T.TAPERED SLEEPERS S/4'ROOF DECK 9,13-SE.ATHING \ \\ 5 . y FLOOR JOISTS(RffSt TO 5-PLAN5) \ i CUPPERS IN ROOF AS . ......:...: .... �, - REQUIRED RDOr DRNNAGS FOR PROPER DECK f. I Bff j o \OF x I i PAINTED P"611TTEt SYSTEM O N 1 I I OVER PAINTED BOR!•L LTYPIlAl A PORCH LE l 1 BOARD PAINTS)TED BORAL BEADBADB OARD OVER STRAPPING LU PAINTED FRIEZE BOARD �'--. . TYPICAL PAINTED DOLOR AND WINDOW TRIM X PAINTED PORLN BEAM - II U4' PAINTED FISERGLASS COLUMN A402 DETAIL 8 SCALE I IW-IO' -� _- ��.. ,_r. Fes•.- .�.___�_. .d. - _ - - rower\\ od O PANNED P&40001 SILL PRO yRAKEV e .Jg6 TED 7 PANTED 9JILT•.P - 9' PAINTED w6 y 9i. O B AOVERPA NI BRALPSCI AI g 4 BOARD y S 0 I rn AI.ASKAN Y81nw CEDAR 91DETVALL SwNSLE9 Cs•MAz.rru 9N 9H• �� ^• I �PaMfED 90FPR BOARD z PAINTED FRIEZE BOMD WTN BED MOIWINS O. . �j�;,:,•-� ',if.:,=.,_ii'.` TYPICAL PAINTED DOOR AND AINDOA TRIM a O z A�LASKAN YyLlBJ.OYI CEDAR 5NIN6L® \...J'•'.:: .. . U ..:. w � o0 PAINTED.97 r-W WATER TABU' - _ ALLN"CLAD PUNDOM SYSTEM Z IL X 5 OVER 5/4 X 10 OVER P.T. SLOGICINS)-PROVIDE FL,SHINS 914• I' e' v-f -' z u, AS W41ARED Li o u a o a ¢ a 8 51 a a STOPS VE,NE-R-PROVIDE ANCHORINS _ O UU u=i pp N LL TO SFACAI ATE AS RBGOM•1EV�D BY t - MAN�AGIIER/MASON �.- _ ;•i `, .DETAIL 10 DETAIL 13 w �2 m c c r c ^ _ SCALE,I In••r4• SCALE,I IQ•.ro• J o 0 0 0 o _ o w a w LU -j U -DETAIL 12 Z _ - - - - _. _...- - ---- ---- --- - - - SCALE,LV2•.,1,-0,. _ _- _ _ _._- - - - -- . 0-_ rr _ _ F tq ui LU NN o a j• a (L aL _ 12 X _1 ' PAINTED we GUTTER SYSTEM OVER PANTED BORAL FASCIA BDARD It' LU Q • Ilii:' a u F- x LU w. _ DETAIL 11 SCALE.I In•.ro• A40 3 . O o 0 ANTED PVC 6UYrER SYSTEM w n 0 OVER PANTED 80RAL FASCIA .. z O Q 3 BOARDZ h H Z O m z Z. w .. PANTED SOFFIT BOARD .. .. O Q ' I• �' PA1NiED FRlE7E BOARD WTM BED MOADING . . - O � � ? s z .WU' Bx• - O O O O O DETAIL, 14 SCALE I P1•.T-O• x w - Ua w w PAINTED WINDOW SILL LLI LuLu.__________________________ .__-. .+-. .. N Lu 1.. N a .• : RED CEDAR SIDEYI4LL SHINGLES Lu O i W MAX TA) h 0 Q a (L Q ''Ln^ PAINTED BUILT-UP WATER TABLE 'a W (I x S OVER 5/4 K IO OVER P.T. .BLOCKING)-PROVIDE FLASHING S(4' v e' .. - .. AS REQIIRED STONE VENEER-PROVIDE ANCHORING - TO SUBSTRATE AS REC•OHMENVED BY MARIFACVTER/MASON Lu II1 Lu �1 DETAIL 15 11/2*.1'-0• A404 A B c U OF BARNSTABLE Q 1aD W 1'4 w' 041? O FS 7T-0 vT SOIo I/P . OY v7 r--'� P ------------ ----- y----- I ,SS F saw• T-0v7 save , r : r r r : r r r r p� ------ y5` O a z m r 8 ,, W'`W' N'4 7 r r •-------------_-=-----i-.---- r DT z � u o a z s — — — — — — — — — — — — m a O O N F ' ' ' -r r _ ____• T'-10'L _ _____________________ _ ___________ - r tT}� 1 r r r r '� r O T N r ' .$ PROVIDE 1'Dv LAILY OOIUW LESS TIE 0A ABOVE LESS SMART Vm a ➢ I. y A0IALBR TO 90YVE T�TO LESS iNAN 1Y IrBOVE lF.f>TNAN U.ABOVE T FBDSX S AO ELEV FODJ'.SLAB BFV F u i i F ' WOOD LN,BEAM ABOVE T= (700 5F.VENT cAPAcm'1 QN Sf.VEIR GAPALITYf t � m N'a VT fN W' T•7 6-0' D•-T r . , m _ rr 0 r • i i a • -0 � ' VERIFY EIPVATOR PIT OiI'86106 •_________________T MN WANFALll1®L/RPTALlER F 9 1'C4WREM SLAB ovm t` PRIOR TO PQRMS SLAB T{ T-0 W b MIL POLY VAPOR 8AMH2 OVER C4WAGTED STOM BASE ' I I •W' . MC r , r i i O .. DROP M AS ROMPED T9 INOY T • V Q .• _—_____ DEEP ELEVATOR FR RDP OPLOWER PIT TO BE W LOWER TNAN r ' L r ' T r r r r r , TOP OPFDDSX SAD-VIP) ________ r • r LU r r -Taw - ---- uj r r r CN._. .. ............._ T-7W- - Ir-0.W. _-�- 15Jw ijT1E 'IL'FF 'I1?� Y n r , • ..-. ... .,•- __.._.. • N N 10' YPaMPATION FILL -0 O _ ON O'4%IO OLNM ONTTvA LFE NOTED LL' Li M•N' ' W-2 vl ♦ ....... ...... D'4 uT D'i IN• 5'J w' 0Zn 1 r • r ,�,�1■ 0 91-10'L! ,P N ' --------------- ------------------------------------------------------------------------------ - --- --- 0 ELEV.0 * I; _____ e •r _. J r r . 1 r r ' 'T'R� ' y � A TYPE Q 4 • S r Ln r ' ------------------- - - ------------;--- -------' T.T yr ' 0 — ---- r h r 1 a r - -� r . / , , r r -- -------------------- ----- -------------------- B • O �HOF1yA 4 _ Z EOpOp!MtmATNTN ccuP«/Foonw TYPES AND lmT6Y U•4T{ • '—�— .—.—.— o Q rm A 1'OIA LALLY"Um ON 50'x%I%Q MirPGOTIND /�• MT, �G` $ " a r rim B lTHBOn XBARSAT 04. .EAL V4'COJM ON RATS'-0'%17 DE9P00IMS t C UFRktOL�A RT1 " c Z rrFEc Nss♦x1%5ID'COL"OIITC%5'4%ITO�F0011116 O STRUCTURAL ) T• T rmN Ae BARs Ar o•oa.EAcx FIr 1 I Q .f 0 ►>s FLOOD VENT OALOA-ATIONS: LL TOTAL AREA OF CAMMECCRAPILS/AOL'•520O 5P STRUCTURAL ENGINEERING SY: SWART000P./ 00".E DOOR MMNOIMOW VBP.VBO52?05f.li@UDTI TRANSlTlON -7DOm 5P./20O SP,•>n T7D VENTS REO1I®1 FOUNDATION PLAN - A TOTAL SWART VIM FROMM R LCIEli LEVEL bARADE 00CR NB/S XDOpT.T2 TOTAL VENS(♦..�BfJ ENGINEERING S100A SCALE:V4••r-0• -My=5"X MCOM tAXM mpR PECOM.D TOTAL VDft 0=0 5PJ TOTAL SWART VISITS PROVmED.m VENn 156OD TOTAL SP.OAPAGRY) INCORPORATED :if\KJ7YVf1 �G�•F ; V4 V0 VA kw GENERAL FRAMING LUMBER 4 CONNECTORS 0 O WITH THE ENTIRE SET OF MAKINGS MAXIMUM MOISTURE CONTENT.LUMBER SHALL BE ---------- --------- ------------------------------------------ NO.2 SPRUCE-PINE-FIR OR BETTER PQ I. STRUCTURAL DRAWINGS ARE TO BE USED 1. ALL FRAMING LUMBER SHALL BE KILN PRIM Iq% 2, ALL SAFETY REGULATIONS ARE TO BE -4 2. ALL FASTENING OF FRAMING,PLATES,5ILL5, -4-1 STRICTLY FOLLOWED.METHODS OF N T AO'(labs, -R V400D MEMBERS SHALL BE ------- ------------- --I--------- --------- MIT-;--- VJ CONSTRUCTION 4 ERECTION OF STRUCTURAL SHEATHING,a OTHER ERS MATERIALS ARE THE CONTRACTORIE, IN ACCORDANCE WITH THE DETAILS SHOWN AND -10T----- • RESPONSIBILITY. MINIMUM REQUIREMENTS OF THE MA55ACKWTTS STATE BUILDING CODE AND THE AFPAIAAC"GUIDE 5. THE CONTRACTOR 15 RESPONSIBLE FOR THE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 17155EMINATION OF ALL REV15I0N5 4 FOR ONE-AND TWO-FAMILY VAELLIN65,110 RZOUIREr-ENT5 TO 5UECONTRACTOR5. lit *4. MPH,EXPOSURE 15% --------------------------- --- ------- V7 Q) 4. REASONABLE CARE HAS BEEN TAKEN IN THE S. CONNECTORS SHOWN ARE AS MANUFACTURED BY bi 0 - ------- --------------------------------___----------------- PREPARATION OF ALL MAKINGS AND SIMP50N STRONG-TIE CIO.INC.SUBSTITUTIONS --------- -------- ............. c SPECIFICATIONS HOWEVER THE CONTRACTOR MUST BE APPROVED IN WRITING BY THE ---------- SHALL CHECK ALL DIMENSIONS AND DETAILS ENGINEER INSTALLATION OF ALL CONNECTORS TO VERIFY ALL CONDITIONS.0*01ENSIONS, SHALL BE IN STRICT CONFORMANCE WITH THE I_____________ _____________________________ -T-------- ------- 0 AND ELEVATIONS AT THE SITE.ALL MANUFACTURERS REQUIREMENTS.ANY RE(2UIRW DISCREPANCIES SHALL ESE BRIOU6,HT TO THE CONNECTORS NOT SHOWN ON THE VRAAIN&5 ATTENTION OF THE ENGINEER PRIOR TO SHALL BE PROVIDED BY THE CONTRACTOR AT NO CONSTRUCTION. ADDITIONAL COST. h: z o u S. THE CONTRACTOR SHALL SUBMIT COMPLETE 4. ALL CONNECTORS SHALL BE HOP DIP GALVANIZED SHOP OIR,4AlX&5 FOR ALL CONCRETE UNLESS NOTED OTHERWISE. IM-117 z REINFORf-1146,ALL STRUCTURAL STEEL.AND BOTH CALCA)LATIONS,I SHOP DRAAIN&S,FOR 'HO5. •INSTALL ALL FASTENERS BEFORE LOADING THE A z.7--- - - - - --- - - - --- - - -ill� ALL MANUFACTURED LUMBER PRODUCTS TO JOINT. : i -%-eel z THEIR CONNECTORS FOR REVIEW PRIOR ffy U7 flon) FABRICATION. 6. ALL EXPOSED FRAMING MEMBERS SHALL BE mo I :1 : z------------------ TREATED PER AKFA C2/r-q 00A 025 4 MEMBERS DESIGN CRITERIA MXV ab*W t2h17 IN CONTACT WITH SOIL SHALL SE TREATED PER AHPA C25/C,24 CCA 0.60.JOB SITE CAITS 9 SHALL BE TREATED IN ACCORDANCE WITH -TION IN H16H KIND 1. ALL MANUFACTURED LVL Y400D FRAMING FRAMING ,GUIDE HOOD C.ONSTRLr 40AW) :t AREAS FORONE-AND TAO-FAMILY DWELLING, MEMBERS SHALL HAVE THE FOLLOWING I i Li ALL CONSTRUCTION SHALL CONFORM TO THE BORES INAO) RELEVANT PROVISIONS OF THE mA55AC*IU5E7T5 AVIIPA STD.M4. di T STATE BUILDING GORE AND THE AFPA/Arr, 110 MPH,EXPOSURE 5'. PROPERTIES AS A MINIMUM(P51). FIRST FLOOR 40 P5F LL 8. ALL HEAVERS NOT SHOWN 5HALL CONFORM TO TABLE 550250) WEW-- 4-C04ftM S.AZ OVER 10 P5F VL OF THE 2009 INTERNATIONAL RE51DENTIAL CODE b KL POLY VAPOR SA FOR ONE AND TV40 FAMILY DAELLIN65,TYPICAL. OVIM(4WAC-TW STOW SAW SECOND FLOOR 40 P5F LLli 10 PSF CIL q. ALL POSTS NOT SHOWN SHALL BE EOUIVALENT TO A TIMBER 4 X 4 ATM/5TOFLA612 20 PSF LL Lu OR BETTER. MCA S%LA55 6ARA6E 10 PSF OL DOW OFM%(b TOTAL SLOPC E-2.OXIO,F5-2600.FV-240 y F�HUNI FOW TO LOn FO so PEP 5L ROOF : I U 10 P5F VL 10. ALL PLYWOOD SHALL BE APA PERFORMANCE &0•0*374 law o R6,41 W, 100 PLF OL RATED CONFORMING TO THE FOLLOHIN&MIN. Z EXT.HALLS OF= REGIVIREMENTS, INT.HALLS GO PLF OL FLOOR- 5TURD-1 FLOOR T16,EXPOSURE 1.IW Lu OECK51PORlChe5 40 PSF 10 PSF DLL SPAN RATING --=! U HALL SHEATHING- EXPOSURE I.W SPAN > Z STRUCTURAL STEEL RATING Lu 0 Lu o p9pm 9E m2pp I. DESIGN,FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC,STEEL ROOF SHEATHING ExP05uRE I.I&-SPAN Lu (n Ln CONSTRUCTION MANUAL,LATEST EDITION. RATING STEPrx Foo=nlo STEP IN FOOTM 0 Lu 2. STRUCTURAL SHAPES SHALL CONFORM TO THE FOLLOWING: CONCRETE epomw LLI HIVE FLANGE MEMBERS ASTM A9-12,&R.50 • > Lu I. ALL C0NaFZTE WORK AND W.V U am.) 0 ANGLES A5TM AS�b MATERIALS SHALL COMPLY WITH CHANNELS I THE M05T RECENT VEER51ON Or u 0 M55 TUBE SHAPES A5TM A500 GRADE 5 THE P(Y)-46 K51 'BUILDING CODE (6pN 5TIT IN FOOTM Sle�IN FOOrM REGWIREMENTS FOR STRUCTURAL GONCRZTE(ArI 518)'. LU S. ALL GALVANIZING SHALL CONFORM TO ASTM 2. ALL CONCRETE SHALL HAVE A A125. MINIMUM 26 DAY COMPRESSIVE 0 4. BOLTED CONNECTIONS SHALL BE WITH HIGH STRENGTH OF 5000 PSI WITH a"i 92W(4337 - ------------------------- -------- STRENGTH BOLTS IN ACCORDANCE WITH MAXI MUM I INCH A&5RE&ATE 4 1 AND MAXIMUM 696 AIR SPECIFICATIONS FOR STRUCTURAL JOINTS USING wr my) ASTM A525 CONCRETE EXP05EP TO BOLTS. ENTRAIN?'ENT FOR EXTERIOR Iti OF AND SHALL R=INSTALLED AT R2'0 Q MAX ALL REINFORCING SHALL BE S. ANCHOR BOLTS SHALL CONFORM TO ASTM A501. MOISTURE. DEFORMED BARS OF NEW BILLET 4l 5. b. HELDIN6 SHALL BE BY CERTIFIED VELVERS,AND STEEL CONFORMING TO ASTM AT 6ARA6E HALL e>- SHALL BE IN CONFORMANCE WITH AAS 01.1 A615,GRACE 60. CODE FOR HELPING IN BUILDING STRUCTURES. mma EMG j LATEST WITIOK 4. CONCRETE 0OV`ER SHALL BE AS v _v FOLLOV15: V7 V, A W , cEr,:7p""i T. CONNECTIONS NOT DETAILED SHALL BE 1 ST RLJCTL'f'-L Ot-V&N FOR THE LOAD'.SHOWN THE 0 HOARD LOAD TABLES OF:AI5-'FOR THE AGAINST EARTH No. 38%2 SPAN,SECTION,I STRENGTH SPECIFIED. B)2'ALL OTHER LOCATIONS DRAWINGS OR THE LOADS GIVEN IN THE A)5'AT CONCRETE PLACED STANDARD 5. ELEVATIONS NOTED AS"TOP OF STEEL'REFER 5. NO HORIZONTAL C-01415TRIK-TION TO THE TOP FLANGE OF ROLLED SECTIONS. SPEC,IF JOINTS ARE ALLOVIED,UNLESS. tn ICALLY 5HOAN ONITHE LLJ IN&S, R ALLOHM N FOUNDATIONS HRITIN6VRAA O BY THE EN&INIEER. 0 I. THE ALLOWABLE PRESUMED SOIL BEARING d Z CAPACITY 15 9000 PSF.CONTRACTOR SHALL _j VERIFY PRIOR TO CONSTRUCTION. z 0 < 2. FOOTINGS SHALL BE CARRIED TO LOVER Ix ELEVATION THAN SHOWN ON THE DRAWINGS 5 A 5 E M E N T FLOOR PLAN 5I-- =) IF fPEaJ REP TO REACH PROPER SCALE.1/-*-1'-0* P BEARING CAPACITY. u Z D S. WALLS ACTING AS RETAINING HALLS SHALL NOT BE BACKFII I ED WITHOUT BRACING :3 w UNTIL ALL SUPPORTING SOIL AND 0 1-- STRUCTURE ARE IN PLACE AND ADEQUATE LL Ln CONCRETE STRENGTH HAS BEEN REACHED. FI-000 VENT CALCULATIONS: TOTAL AREA OP aA50NVffXwAK.WACZ-SAW 5? 5TRUCTURAL ENGINEERING 5r: 4. COMPACT ALL FILL UNDER FOOTINGS AND SKAXt VENT(6ARA6E DOM MOWVEIC5 200 SP M UNIT) TRANSITION 5LA55 TO THE SPECIFIED DENSITY AND VERIFY. 5AW W./200 SP..215 OD VENTS%Mr=) LOIM LIEVM GAJVM O=NIENTS IN DOM 22 TOTAL VIN15(4400 SFJ R%M WZ PlINCOM M!WI5 8MAn MCCoW•6 TOTAL VENTS 0200 SFJ SNAGINEERING S100B TONAL SHAW NIWM MWMW-2b TOTAL SP.CMAGITYI INCOP"RATM A D L /•� � U A9q ADOJ Alb O � C r--01 V tin A908 .q1'r r r) ♦4 bQ1� I C +bQ,4T *+�C`d 'r ed d�' L. rbnl N 5 qr LK FOIL LEfLblb s i 7 b XtT5 h V �+, AlIb' L.A) X b H nl X O 1 PK 7 7W. 3 ° e e F ¢ ° ; A �e \'14t S 1' Q 28d5 - -Tf Vl'..— N7X70 K21 N 5 W.AAZ Al DYE I I Ic c As. - II 'TJ B pJ 1 SW X A IN'LK MZR NALL5 ABOVE - - AT OLLu ` - op x —.Z S Q DI > Al ID'Of. 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