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2009-485 r e r d,a ' j 4 ---- r sGAL, �I 1p6d v � x 47 �`--d " ►�f nor � 3� { f \q F 3801V lic GM Is& E ,yes I Wilaq ao `par,::: J. _ �tT5. /.. S 34 i Za t 0 - Ne 1y 'a y ad `-Olt GARAGS ROOF TRUSS 1/2" OSB ROOF SHEATHING 1/2" OSB 01 ROOF SHEATHING 12 12 —14 ROOF TRUSS RT7 TRUSS TISDORN ROOF TRUSS 124 RT7 TRUSS TIEDWYN END TRUSS HSTAL DRIP EDGE METAL DRIP EDGE 2X6 RAKE 2X6 SUBFASCIA LADDER w/ BLOCKING F 8" ALUMINUM FASCIA 1X8 FASCIA WALL SHEATHING VINYL SOFFIT 9/0" PLYWOOD SOFFIT WALL STUDS BEYOND 2X4 STUDS ® 18" OC J CHANNEL 2X4 STUDS O 16" OC 8/4X3 SOFFIT NAILER DBL. 4 VINYL SWING 3/4" ,TARTER ROUND T-111 SIDING OPTIONAL 7/18 IIAFERBOARD SHEATHING RAKE LADDER EAVE DETAIL VINYL OPTION EAVE DETAIL T - 111 OPTION FRAMING DETAIL NO SCM I NO SCALE 0 GALS PRE—ENGINEERED ROOF TRUSSES "MQFQUEENSBURY BUILDING DEPARTMENT ARE DESIGNED TO RESIST ROOF Based on our limited examination, LOADS OF: compliance with our comments shall Mpy not be co nstrued as indicating the T - 111 OPTION plans and sAecifica6ons are in full 4 — ROOFING SHINGLES 70 PSF GROUND SNOW LOAD w/ TRUSSES @16"��OC compliance with the Building Code of VINYL 60 PSF GROUND SNOW LOAD w/ TRUSSES 0 24 OC New York State, g s OPTION _ — ---- 10 PSF TOP CORD DEAD LOAD ALUMINUM FASCIA - - —` A 1X6 FASCIA 10 PSF BOTTOM CORD DEAD LOAD 90 MPH WIND LOAD VINYL SOFFIT - - - __-- "Z" FLASHING 1X4 CORNER BOARDS IF THE ROOF LOADING IN Y - VINYL CORNER BOARDS YOUR DBL. 4 VINYL SIDING - AREA DIFFERS FROM THE ABOVE - T-111 SIDING — SPECIFICATIONS, PLEASE ADVISE -- YOUR CURTIS LUMBER SALES PERSON IMMEDIATELY. NOTE: CHECK WITH LOCAL BUILDING DEPARTMENT REGARDING USAGE OF ICE AND WATER SHIELD AT THE EAVES. REAR ELEVATION RIGHT ELEVATION 14'-0" m a - i2 ROOF NOTES 4Fa- ROOFING SHINGLES 15# FELT PAPER TRUSSES 0 24" OC w/ 70 PSF GROUND SNOOP LOAD OR 16" OC w/ 85 PSF GROUND SNOW LOAD a TRUSSES 0 24" OC PERMANENT LATERAL TRUSS BRACING ao RT7 TRUSS TIEDOWNS TOP CORD — 1/2 OSB SHEATHING 10 METAL DRIP EDGE 12' BOTTOM CORD — 2 ROWS 2X4 CONTINUOUS iX6 FASCIA I AS SHOWN ABOVE 3/8" PLYWOOD SOFFIT 5/4X3 SOFFIT NAILERS co WALL NOTES 2X4 STUDS 0 16" OC 3 1/2" 13,-5" 3 1/2" T-ill SIDING TREATED 2X4 BOTTOM PLATE 2" BACK 4" FRONT 12 GRADE FOUNDATION NOTES -_ --_------_---- - — °�° SPACED A ANCHOR MAX. FBOLTS 72" OC AND _ — - -- 12" IN FROM EACH END 8" CONC. WALL OVER 16"X8" DEEP CONC. FTG. REINF. CROSS SECTION W T - 111 OPTION S IL OSC. SLABREBAROVER COMPACTED LAB REINF. W/ 6X6 W.W.M. NOTE: FOUNDATION MATERIALS -=— ARE NOT PART OF PACKAGE f FRONT ELEVATION LEFT ELEVATION ,r_ ( 14 X20 1 1 / 2 - CAR v � j6dp, '� J �I-k Aka PLAN A.� d o � -fikiw jd0k Approved Scale: 1/4"=1'-0" Drokwn By: SRF lid Date: i/is/os Job No: r Title: ELEVATIONS/X—SECT. Page: 1 CURTIS LUMBER C0 * j,NC . 2'-33 3/4" H 00 2'_3/4" 13'-5" SECOND coe171 '_qV2T-8 1/2" 11'-8�1/2" TOP PLATE cn � 10'-0" SECOND TOP PLATE 3 1/2" 'I` C\? � d' � 3 1/2 10'-0" SECOND TOP PLATS 2'-2 1/4" 2'-2 1/4' ALL WALL FRAMING- IF5" TYP. CO co co 9'-71/2" - VIEWED FROM EXTERIORN, CO LEFT WALL FRONT WALL I _ i CO I 19 1 i 0 w co 15 1/4" � �`-- 11 3/4" 16" TYP. " 15 1/4" 16 TYP. " 2'-3 3/4" 19 2'-3 3/4" 7 —8 i/2 11'-8 1/2" 3 1/2" y 3 1/2" 7'-8 1/2" 11,_©1/2„ 'Vt 19'-5" SECOND TOP PLATE 'r 10'-0" SECOND TOP PLATE 10'-0" SECOND TOP PLATE 2-2 R. 2-2X8 HDR. co co CO �,ad e \ \ �Z� W REAR WALL CO 00 .� , RIGHT WALL co co 2f I I i` CO Its —1 5/3" 2'-10 3/8" 11 1/2" 15 1/4" 116" TYP. " MoE D�M PLATE 11 3/4 18 TYP. 15 1/4" 18" TYP. CONCRM W. 7'-8 1/2" 11'-8 1/2" DOOR & WINDOW SCHEDULE UNIT R.O. WIDTH R.O. HEIGHT VSH2830 2'-8" 3'-0" 2/8 6/8 2'-10 3/8" 6'-10 1/2" 9X7 OHD 9'-1 1/2" 7'-0 3/4" T REAR WALL 2X4 STUDS 14'-0" CORNER DETAIL 3B 14'-0" 14'-0" !' 8' 8' 1' 7'-0" 7'-0" Cl) 2 1/2" I PROJECTIO e R.O. 2'-8'X3'-0' 3B M I — - - - - - - - - — I VSH 2830 I r — — a — , SLAB 8" CONC. WALL I I / axe W.W.M. I x © a ( OVER 16"X8" DEEP I v'-8 1/2" ;n I o 2 8 m 11'-8 1/2" coI CONC. FOOTING I / \ ;, I REINF. W/ 2 #4 REBARS CONTINUOUS I " " ' 111 oa I I 1/2 X12 ANCHOR BO T 1 11CQ m I I \ 1—�11 M - I o ktl-I cat tti I I I I M GRADE I'-I 11 I I i - = I I— '�I: I J I I I� COMPACTED SOIL UNEXCAVATED W LEFT MALL I p" I Z 4" CONC. SLAB / I I I�I I—I =�►�- '1�_�i,I POURED OVER. � ROOF TRUSSES ABOVE RIGHT WALL I I SLAB REINF. W/ 6X6 � 24" OC FOR 70 PSF GROUND SNOW LOAD 0m o � m I I W W.M I I I n o � -III^III— . 16 OC FOR 85 PSF GROUND SNOW LOAD \ c I 3C I - o cti �-=III—III FOU ATION WALL ��� ANchaR i " ICQ - —III—III=1 z belt o c�� Loge, me h � - - - - - - - - - - - � �, I I i N ,'ca�vc �ic� �11 ..� I I g 81ock ® I ( I I I I I FOOTING :a E77- I? wYt 11'-8 1/2" 20 to I �a DROP SHAMED AREAS I I REBAR "' ;' SLAB TO POUR OVER I 4 i _� i :i? I It I I I TYP. 2-PLACES I I i6» 3A I I I �y FOUNDATION D TAIL 3C ! A Q 4 5fw R.G. 9'-1 1 2"X7'-0 3/1" / 1• 1'-3 4" 1._ 3/4" 1• 2'-5 1/4" 0. 2'-5 1/4" 2'-3 3/4' 9'-4 1/2" M.O. 2'-3 3/4" + ++ 2X8 TRACK HANGER + " 14 -0 2X4 TRTD. JACK 14 -0 STUD ON SLAB H 14 'X 2X4 SPF JACK STUD -© 2� 2X4 NG STUD 2 0 ' 2' 3/4" 0'-7 1�2" _a/4" OR DOOR ffi � lxl 1 1 /2CAR FRONT WALL DOOR STOP 1X8 JAMB SHED__ A PLN BRICKMOULD1 Scale: 1/4"=1'—o" Approved Drawn By: SRF FLOOR PLAN- T-lit FOUNDATION PLAN Date: i/ia/m Job No: Y OH DOOR JAMB/FRAMING DETAIL 3A Title: FLOOR, FDN. PLAN ' Page: 2 CURTIS LUMBER CO . JN-C .