Loading...
2004-503 (2) IVWN'OF QOEENSBURYEDILDING DEP,� _ 64, do our limited RTMENT trrtti " with Our examination, 0'1'.'z' 7w*!#P16"0s#Ons i �mments shall TG i � •C"'U00,pys indicating th elsl BUILDING & OD D REVIEWED DATE 1/2" OSB 1/2" OSB ROOF TRUSS ROOF SHEATHING ROOF SHEATHING 12 12 Z ors -14 14 ROOF TRUSS RT7 TRUSS TIEDOWN ROOF RUSS RT7 TRUSS TIEDOWN T RAZZ UDDn w j METAL DRIP EDGE METAL DRIP EDGE BLOCXING • 24 O.C. ALUMINUM FASCIA — — IX6 FASCIA 1rALL SHEATHINGF CHANNEL 2X6 SUBFASCIA VINYL SOFFIT 3/8" PLYWOOD SOFFIT 5/4X3 SOFFIT NAILER @ 24" OC 2X4 STUDS ® 16" OC J CHANNEL 2X4 STUDS ® 16" OC 3/4" QUARTER ROUND OPTIONAL DBL. 4 VINYL SIDING T-111 SIDING "AM FRAIQNG BEYOND RAKE LADDER 7/16 OSB WALL SHEATHING FRAMING DETAIL EAVE DETAIL VINYL OPTION EAVE DETAIL T - 111 OPTION No Bcu.s NO SCALE NO SCALE PRE—ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOF LOADS OF: 10 PSF DEAD LOAD 70 PSF GROUND SNOW LOAD 10 PSF CEILING LOAD NOTE: ELEVATIONS SHOWN SUGGEST DOOR 90 MPH WIND LOAD AND WINDOW LOCATIONS. ACTUAL LOCATIONS DETERMINED BY OWNER. NOTE: CHECK WITH LOCAL BUILDING DEPARTMENT REGARDING USAGE OF IF THE ROOF LOADING IN YOUR ICE AND WATER SHIELD AT THE EAVES. AREA DIFFERS FROMTHE ABOVE ROOFING SHINGLES I T- 111 I I SPECIFICATIONS, PLEASE ADVISE VINYL I I YOUR CURTIS LUMBER SALES OPTION OPTION _ _I _ PERSON IMMEDIATELY. ALUMINUM FASCIA1X6 FASCIA ^' �" '- 3/8 PLYWOOD SOFFIT I I 24'-0" VINYL SOFFIT � I I 12'-0" 12'-0" "Z" FLASHING I I VINYL CORNER BOARDS 1X4 CORNER BOARDS I I 1 li p I I ROOF NOTES ROOFING SHINGLES I 1S�p FELT PAPER ac 1/2 OSB ROOF SHEATHING DBL. 4 VINYL SIDING - T-111 SIDING I I ZEE c � PRE—ENGINEERED ROOF TRUSSES ® 24 QC --—1— ---j 10 RT7 TRUSS TIEDOWNS METAL DRIP EDGE 1X6 FASCIA 26'-0" I 3/8" PLYWOOD SOFFIT " I I m 3/4X3 SOFFIT UARTE N oLERS REAR ELEVATION # ND .. _ - - - - - - - - - -- - - 28_0 OPTION _ — _ - - _ — - - - - _ _ _ � I � q RR M 12 � ALL SOFFIT TRIM * - - - - - - -- - - -- - --- -- - 3- - -OPTION - - .,_ _... ._ - - - - - - - - _ _ — M � WALL NOTES RIGHT ELEVATION ao TREASTUDS DD2X4 BOTTOM PLATE 3 1/2" 23'-5" 3 1/2" 2" BACK FOUNDATION NOTES GRADE 4' FRONT 1/2"Xi2" ANCHOR BOLTS I— — 7-- _ SPACED A MAX. OF 72" OC AND d� 12" IN FROM EACH END �2 8" CONC. WALL OVER 16"X8" 4r"�' i i c DEEP CONC. FIG. REINF. W/ 2 #4 REBARS 4 CONC. SLAB OVER COMPACTED SOIL. SLAB REINF, W/ 6X6 W.W.M. _ I _ w I I CROSS SECTION wEll T - 111 OPTION ® ® ElI I I VINYL SIDING OPTION SIMILAR. SEE DETAILS ABOVE I I I NOTE: FOUNDATION MATERIALS ARE NOT PART OF PACKAGE. I ' I I® ❑❑❑ I � � Do tl �DRECEIVED I I i I I I JUN P 8 ®®IED® ®�® - 2004 I- -t- TOWN OF QUENSBURY BUILDING AND CO260-06 DE _— _ _ _- - - - - - - - - - - 28'_0_ OPTION - - - - - - - - -- - -- -- -� 24 'X26 ' 128 ' 930 ' FRONT ELEVATION ' - - -- - - - - - - - -- - - - _ - _ - - _ - - - - _ _ _ �`30'-0" OPTION _ � * - 2 - CAR GARAGE LEFT ELEVATION Scale: 1/400_1,-O„ Approved Drawn By: SRF Date: 7/21/03 Job No: Title: ELEVATIONS/X—SECT. Page: 1 CURTIS LUMBER CO . , INC . 1_�/g• _ = t 1'-0 1/9" 11'-�1/9" 13'8 Or 9'-5" SECOND � \ \ 14'-0" SECOND 141-0. MCOND TOP PIJTIi 191-0" II�COND TOP PLAYA; TOP PLATE " ALL WALL FRAMING TOP PLATE = H `7 H [ / w O 9'-7 1 9" � 1-8' � \ 9'-7 1 9` d' 3 1 2 s 3 1/2" 3 1/2" � � 1'-8" VIEWED FROM EXTERIOR 11 1/4" 18" TYP. 6 3/4" 16" TYP. ~ 9 -7 1/2" oo 9'-7 1/2" \ LEFT WALL cc to 94 0 1 FRONT WALL °D °0 1. .. � CO CO I 00 I ~ N I 'ccv � 40 CD !'p A� pn 11 3/4" 16" TYP. 15 1 4" [to-[TYP. 16 1/4" g 1 11'-8 1/2" 13'-8 1/2" 1'-9 1/2" 1'-8" 1'-9 1/2" NOTE: WALL FRAMING SHOWN SUGGEST DOOR AND WINDOW LOCATIONS. ACTUAL LOCATIONS DETERMINED BY OWNER. r 14'-0" 8200ND TOP PUTS ap 9'-5" 8BCOND TOP PLATZ 14'-06 BECOND TOP PLATR 19'-0' 89CMD TOP PIATX 3 1/2 » 9-MM BDB. 3 1/2" 0 I 'CIO 8 r w r� w 10. 6» z a z e � �� L � � I co o , RIGHT WALL .r CO �. Oj Ir & Ep 0 \ co I �, 9' 10 0 - 11 i'-10 s/s' 11 1/2" AM UT D= Olt 15 1/4" 16" TYP. 15 1/4" TYP. 18" 15 1/4" 15 1/4" [16" TYP. OOMMU WA& 8'-0" 18'..p" 11'-8 1/2" 13'-8 1/2" NOTE: WHEN 28' OR 30' GARAGE OPTIONS ARE USED ADJUST WALL PANELS # 41 51 89 & 9 LENGTH ACCORDINGLY WITH MATERIAL 24 -0 " 24'-0" SUPPLIED BY CURTIS LUMBER . 12'-0" 12'-0" 1' 5'-6" 5'-6" 5'-6" 5'-6" 1' �r------- - �r--_----_ =__ _____ -s- - - ----- -- - -- - ------ ------- -----------� I II II m I I I - - - --- ------ ------------- - - -- - -�y - - - i �- — — — —— —— -- - - -- - —— — — —— —— —— — — ———— - - I -- - - - ---- - - - - --- ------------------ cc I --- -- - --- -- - —— —— —— -- --/ I I 1 1 1® REAR MALL e®. II ,N I I --- --_ - - ---_ - - --_ - - 1- '" I I VSH 2830 I —� a01 R.O. 2'-8'x3'—or 3B I '� r--- - ---. .- - - .-- -- - --- -- -- - - 1 U4 M= I I 8" CONC. MALL / 2 1/2" 1 0 l c I I I I OVER 16"X8" DEEP .� � I I I I PROJECTIO 0 2/8 I I m i I CREINF. �r/01z#4 �►� /b�� I i I Rk DOOR & WINDOW SCHEDULE I CORNER DETAIL 3B I i REBARs CONTINUDUs // // I ( �, I 1 SLAB on W.* u UNIT R.O. WIDTH R.O. HEIGHT VSH2830 2'-8~ s'-o" I I I 2/8 6 8 2'-Io 3/8" 6'-9 3/4" a I 1 / `/ I ®I I 9X7 OHD 9'-1 1 2" 7'-0 3 4" ©I I I I // " I I 1 I 1/2" ANCHOR BOLT / / 1 1 I i I I I x 1 GRADE o f I ® I I c 1 I I I I z l 01 - - COMPACTED SOIL al c1 I © c o1 01 m I 1 I I ofi — I TRUSSES 1 C61 I I of o c1 0l 1 6 24" OC — I I ' c i I LEFT MALL E T MALL c 1 I I m I UNEXCAVATED M/I -co I ( N I I 1 FOUNDATION HALL C 1 CmI ,I CQ 11 "� I I L__ POURED CONC.OVERR,SLAB �� I \I o cle I 1 I I SLAB REINF. W/ 6X6 I I o I I a m l I I I I I M.M.M. 1 3C I m �C I I I I I I e l 0 1 I I I I I I I FOOTING r-- - - - -- -- - - -� r- -- --------- o f®I I I I I #4 REBAR I ® I I I I I I iow I I I I I I I I I �o � I DROP SHADED I I '0 I I I SLAB TO POUR A�R I I ( FOUNDATION DETAIL I 1 1 I I TYP. 3-PLACES I I I I I 3A I I I I I I I I --- - --- - -- - - - -- - - - — - -- - --! 9X7 OEM I 9X7 OEM I 1 1 I ' 1 _ - - - - - - - --- -- --- - - - - - - - -- R.O. 9'-1 1/2"X7'-0 3/4" R.O. 9'-1 1/2"X7'-0 3/4" i' 10 1/2" 10 1/2"— 1' 24m-O" /111-1 M9m=XX444 TTRRAMM. UHMM 9'-1 1/2" R.O. 1'-11. 9'-1 1/2" R.O. 1'-11 1'-9 1/2" 9'-4 i �2" i'-8" 9'-4 1/2" 1'-9 1 2" 24 'X26 ' , 28 ' 930 ' SM ON BLAB =4s 2 - CAR GARAGE © v � OH MOB �n�'��� 1�� 0� s/� 1 � D008 BTOP FRONT MALL Scale: 1/4"=1$-on Approved Drawn By: SRF Bz mom Date: 7/21/03 Job No: T-111 BIDDYc Title: FLOORr FDN. PLAN Page: 2 FLOOR PLAN FOUNDATION PLAN OH DOOR JAMB/FRAMING DETAIL 3A CURTIS LUMBER CO3jNC . I� I 1 i