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2009-358 1/2" OSB 1/2" OSB ROOF SHEATHING ROOF SHEATHING ROOF TRUSS 12 12 ROOF TRUSS 5 5 RT7 TRUSS TIEDOWN ROOF TRUSS RT7 TRUSS TIEDOWN METAL DRIP EDGE END TRUSS METAL DRIP EDGE ------ - IX6 FASCIA ALUMINUM FASCIA 2X6 RAKE LADDER w/ F CHANNEL 3/8" PLYWOOD SOFFIT BLOCKING 2X8 SUBFASCIA 5/4X3 SOFFIT NAILER @ 24" OC WALL SHEATHING VINYL SOFFIT 2X4 STUDS @ 16" OC 3/4" QUARTER ROUND WALL STUDS BEYOND 2X4 STUDS ® 16" OC J CHANNEL T-111 SIDING -1 OPTIONAL DBL. 4 VINYL SIDING RAISE LAD D E R 7/16 OSB WALL SHEATHING FRAMING DETAIL SAVE DETAIL VINYL OPTION EAVE DET AIL T - 111 OPTION NO SCAM NO SCALE NO SCALE NOTE: CHECK WITH LOCAL BUILDING DEPARTMENT REGARDING USAGE OF ICE AND WATER SHIELD AT THE EAVES. PRE—ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOF NOTE: ELEVATIONS SHOWN SUGGEST DOOR LOADS OF: IF THE ROOF LOADING IN YOUR AND WINDOW LOCATIONS. ACTUAL LOCATIONS — —— — 70 PSF GROUND SNOW LOAD w/ TRUSSES @16"��OC DETERMINED BY OWNER. I 60 PSF GROUND SNOW LOAD w/ TRUSSES @ 24 OC10 PSF TOP CORD DEAD AREA DIFFERS FROM THE ABOVE 2 I I 10 PSF BOTTOM CORD DEAD LOAD LOAD SPECIFICATIONS, PLEASE ADVISE -- ROOFING SHINGLES 90 MPH WIND LOAD YOUR CURTIS LUMBER SALES - T- 111 I I PERSON IMMEDIATELY. JII VINYL OPTION _-- — OPTION _ I_ _ I ALUMINUM FASCIA 1X6 FASCIA -- 3/8 PLYWOOD SOFFIT I I 24' 1$' 12' VINYL SOFFIT - I ( - � "Z" FLASHING I I VINYL CORNER BOARDS — 1X4 CORNER BOARDS I I i I ROOF NOTES ROOFING SHINGLES Zt� eE Lisao 15 FELT PAPER i/2 OSB ROOF SHEATHING I I ;n �, TRUSSES 0 24" OC w/ 70 PSF GROUND SNOW LOAD T-111 SIDING DBL. 4 VINYL SIDING - -- OR 16" OC w/ 85 PSF GROUND SNOW LOAD -- - _I- _ I RT7 TRUSS TIEDOWNS -- ►n METAL DRIP EDGE 1X6 FASCIA 3/8" PLYWOOD SOFFIT 26,-0" I 5/4X3 SOFFIT NAILERS TOP CORD r-Li/8 OSBTMUL S�ATNG�G m 3 4" QUARTER ROUND 28'-0" OPTION - -- - - - _ - - - - -- - BOTTOM CORD $ RM U4 CONTINUOUS .� - ,� - - - - - - - - - - - - - - - - - - -- - - - AS =0*NADM ALL SOFFIT TRIM REAR ELEVATION " 30'-O" OPTION I 2 WALL NOTES 2X4 STUDS @ 16" OC RIGHT ELEVATION T TRREATEAT SIDINGED 2X4 BOTTOM PLATE AF G°04)644�E CA" FOUNDATION NOTES - ` +� 1/2"X12" ANCHOR BOLTS (- SPACED A MAX. OF 72" OC AND 12 -_ ( I wLQI� �y __ 12" IN FROM EACH END 8" CONC. WALL Sr— I i DEEP CONC. FTG.VER REINFpXB" W( 2 #4 REBARS ` too _ _ ` - 4' CONC. SLAB OVER COMPACTED SOIL. SLAB REINF. W/ 6X6 W.W.M. =Now- _ - - _ do CROSS SECTION w T - 111 OPTI I VINYL SIDING OPTION SIMILAR. SEE DETAILS ABOVE ®®® I I NOTE: FOUNDATION MATERIALS ARE NOT PART OF PACKAGE. a®® I ❑ El I I � DEPARTMcNT I I Tp m OF mEENSBUM BUI&DIN6 ®�®® I - - -f- - @seed on our limited eme"15 sha ®©❑ liance with our comments shall © comp the not be construed as indicatmg l plans and specifications are in full I I 26'-0" �mpliance with the Building Codes of 28' 0OPTION e York State. - - - - - - - - - - - - - - - _ _ - - -- - - - - - - - - - - - 0 30'-0" OPTION FRONT ELEVATION - - - - - - - - - - - - - - - 2 - CAR GARAGE Approved FILE COPY � - Scale. 1/4 =1 -o Drawn By• �.RF LEFT ELEVATION : gyp Date: i/io/oa Job No: Title. ELEVATIo s X-sEC T. Pa ge i CURTIS LUMBER CO . JNC . 1'-1/2" - pp i-9/2" 11'_181 a " 9'-5" SECOND 6 - \ 1s'-a 1/2 TOP PLATE r- H c� t• - M 14'-0" SECOND " ,. 9'-7 1 2" 1 -6" " TOP PLATE 14'-0" SECOND TOP PLATE 12'-0 SECOND TOP PLATE 3 1/2 1 0 d' 9H 1/2 3 1/2" ALL WALL FRAMING- f4 -e " ;+ _43 1/2" 3 1/2" 1'_$„ �_ >�R. i'-5" �_MM �R 1'_8» NIEWED FROM EXTERIOR it 1/4" 16" TYP. 6 3/4" 16' TYP. cc x I 9 -7 1/2" - 9'-7 1/2" - x 'n "'' � 0 co CO l� CO ., �, G LEFT WALL FRONT WALL -� ! , ! ! LLI I _A1 11 3/4" 116,,[TYP. 15 1/4" [16- [TYP. 15 1/4" 9 174 " Pf —,J 1'-9 1/2" i'-s" 1'-9 1/2" NOTE: WALL FRAMING SHOWN SUGGEST 11'-8 i/z" 13'-8 1/2" DOOR AND WINDOW LOCATIONS. ACTUAL LOCATIONS DETERMINED BY OWNER. co 11'-e 1/2` - - 14'-0" SECOND TOP PLATE pp 9'-5" SECOND TOP PLATE - 14'-0" SECOND TOP PLATE 12'-0" SECOND TOP PLATE I if If 11 z-zxa aDR. 3 1/2" 2-2X8 LLDR. 0 co co ! z' s" z'-8'� lo' s" ko � REAR WALL 0 CO CO .� ,� s RIGHT WALL co y i. ao co 2'-10 9/8" 11 1/2" AND SET DOOR ON » 116" 15 1 4" 6" COxeRErE SLAB, r1iTE 15 i/4 116" TYP.� 15 1/4" , 116" TY-P� ��TYP. 15 1/4 / i TYP. 8'-0" 16'-0" 11'-8 1/2" 13'-8 1/2" NOTE: WHEN 28' OR 30' GARAGE OPTIONS ARE USED ADJUST WALL PANELS # 4, 5, 8, & 9 LENGTH ACCORDINGLY WITH MATERIAL 24'-0" 24'-0" SUPPLIED BY CURTIS LUMBER . 12'-0" 12'-0" i' 5'-6" 5'-6" 5'-6" 5'-6" 1' - - - - - - - - ��-__ _-- __________ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ,� - - - - - - - _- - - — — — — — - - - - - - - - -- — — — — — — — —— — — —— I - - -- - - ��— __ _=_= — = ,y -- -I I - - - - - - - - - - -- - - - - - - - - - - -� - - - - -- - _ _ _ - - 11 0 REAR WALL ® i 1 I e CD I II 1a'-o" '-o" i,1 I I — — — — —— — - - - - -- - - - - - - - - - -f- - L r' I I I I I VSH 2830 3B I ( R.O. 2'-8'X3'-0' I I l- - - - - - - - - - - - -- - - - - - - - - -- — f — I I co ( � \ I 1 2X4 STUDS I I e" CONC. WALL " OVER 16"X8" DEEP a off% 4�% I I 2 1/2 b/ I PROJECTIO a� � 2/8 1 I I I CONC. FOOTING e / I I 1 N I n M I ( REINF. W/ 2 #4 9/ do/ �,e I I i I — - [I � DOOR & WINDOW SCHEDULE I I CORNER DETAIL 3B ( I KEBABS CONTINUOUS //,��/ I 1 I I SLAB �� no M 1 I u o o UNIT R.O. WIDTH R.O. HEIGHT 10 // // 1 ( / age W.T.M. I 1 a VSH2830 2P-S 3'-0 " c I©I I i / / 1 • I I I —— — — — I 2/8 6/8 2 -10 3/8 6 -10 1/2 a f 11 1 / // I 1 'Cq 9X7 OHD 9'-1 1/2" 7'-0 3/4" ©( I 1 i l/ {� I I I 1/2"X12" ANCHOR BOLT-, I 1 1 I I I I I 0 Ono1 I I 4 10l 1 I I 1 I o I GRADE 0a 11 ll I © 1 l `° I I I)1I 1= COMPACz a 0 — TED SOIL0 PI 01 0 ROOF TRUSSES ABOVE 0 01 1 I 01 '0I ! I o i @ 24" OC FOR 70 PSF GROUND SNOW LOAD 110 01 0 1 I UNEXCAVATED W/ I I o 01 oI I I— I c ! I LEFT WALL ® 16" OC FOR 85 PSF GROUND SNOW LOAD RIGHT WALL . t ! I "� ! �— 4" CONC. SLAB I ! ! I M w I I CQ - I 1 �I I 1 POURED OVER. -� I 1 °D � I III FOUNDATION WALL cv I co 1 I SLAB REINF. W/ 6X6 1 �i I I I I I I I W.W.M. 1 I � I al I � I �I I : 1 m I I 3C i 1 ' 1 " I C4 `� " 1 °° 1 coiIII m 1I111IiII 16 " OTWGOFOOTING F - - - - - - - - - - - - r - - - - - - - - - -- - co #4 REBAR DROP SHADED AREAS SLAB POUR OVER FOUNDATION DETAIL 3C 3OP IN.A, 3A 9X7 OHD 9X7 OHD - - - - - - - - - - - — — — — — - - — — — —— — RO9'-1 1/2" R.O. 9'-1 1/2" R.O. 1 -11 1 -9 1/2" 10 1/2 '-8" 1/2 9 --4 —1/2—" 11'-9 1/2"9'-1 1/2"X7'-0 3/4" R.O. 9'-1 1/2" 7'-0 3/4" — — — — — — — — 10 "1 ,. 2X8 TRACK CLANGER X 24 'X26 ' 928 ' 930 ' 24 -0 STUD ON SLAB 2X4 3PF JACK STUD 2 — CAR GARAGE 2X4 XING STUD i H� Q OH DOOR -9 1/2" 917 1/2" 1'-6" 8H 2 " 1,-91/2" DOOR STOP FRONT WALL 1X6 JA1d1I Scale: 1/4"=i'-0" Approved Drawn By: SRF 11 ICKIAOULD T-111 SIDING Date: 1/18/m Job NO: FLOOR PLAN- FOUNDATION PLAN Title: FLOOR, FDN. PLAN Page: 2 OH DOOR JAMB FRAMING DETAIL 3A CURTIS LUMBER CO . , INC ,