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A7 - CD (2)5 A5 NEW MEMBRANE ROOF ON 3/4" PWD 3: 1 2 1: 1 2 3:12 EXG MEMBRANE ROOF TO REMAINALIGN w/ EDGE OF EXG ROOF ATTACH NEW MEMBRANE TO EXG PER MFG's APPROVED DETAIL RE M O V E E X G C H I M N E Y TO E X G C E I L I N G F R A M I N G BE L O W - C A P & I N F I L L R O O F O P G REMOVE EXG CHIMNEY TO EXG CEILING FRAMING BELOW - CAP & INFILL ROOF OPG REMOVE EXG ANTENNA PATCH ROOF AS REQ'D NE W 3 " V E N T TH R U R O O F FL A S H P E R RO O F ' G M F G ' s AP P R O V E D DE T A I L 4 A7 5 A7 2 3 A B 1 4 MU L T I - P L Y G I R D E R T R U S S AL I G N w / E D G E O F E X G R O O F TR U S S B E A R I N G PO I N T L O A D B E L O W TR U S S B E A R I N G PO I N T L O A D B E L O W LI N E O F H I P LI N E O F H I P WO O D T R U S S E S @ 2 4 " o . c . 5' - 1 " 28 ' - 1 1 " 1' - 4 1 / 2 " CA N T I L E V E R TR U S S S P A N OV E R H A N G 15' - 4"1' - 4 1/2" AD D 2 x 4 S T R U T TO ( 3 ) E X G 2 x 6 R A F T E R S EA S I D E O F M A I N 4 x 8 R A F T E R TY P E A Q U A D R A N T O F E X G R O O F 3 1 / 2 " x 9 1 / 2 " 1 . 9 E L V L FR O M L I N E 2 - L I N E 3 ST R A P E X G 2 x 6 C L G J O I S T S TO N E W 3 1 / 2 " x 9 1 / 2 " 1 . 9 E L V L 10 ' - 4 " 10' - 4" 10 ' - 4 " 10' - 4" EX G 4 x 1 2 H I P 3 1 / 2 " x 1 1 7 / 8 " 1 . 9 E L V L FR O M L I N E 2 - L I N E 4 NO T E : C O N F I R M C O N T I N U I T Y O F C L G J O I S T S WH E R E P A R T I T I O N S A R E T O B E R E M O V E D & RE S U P P O R T E D NE W B E A R I N G WA L L 5 1 / 4 x 1 1 7 / 8 " 1 . 9 E L V L 1 8 ' - 0 " L O N G 11 7 / 8 " 2 1 2 S E R I E S TJ I ' s @ 1 6 " o . c . NE W B E A R I N G WA L L 5 1 / 4 " x 1 1 1 / 4 " 1 . 9 E L V L 5 1 / 4 " x 1 1 1 / 4 " 1 . 9 E L V L NE W F L O O R OP G 3 12 RO O F T R U S S E S @ 2 4 " o . c . 1x 5 F A S C I A 1/ 4 " H A R D I P A N E L SO F F I T 1x 2 T R I M 5/ 4 x 1 2 FR I E Z E B O A R D ME T A L D R I P E D G E 2x 4 L O O K - O U T S @ 2 4 " o . c . .0 6 0 M E M B R A N E R O O F ON 3 / 4 " P W D 10 " W I D E S T R I P 1/ 2 " S H E A T H I N G CL A P B D S I D I N G ON B L D G W R A P OV E R 1 / 2 " S H E A T H I N G 1/ 2 " G Y P O N 1 x S T R A P P I N G DB L 2 x 4 W A L L A S S E M B L Y w/ 1 " S P A C E FY P O N D E C O R A T I V E BR A C K E T B K T 1 0 x 1 1 6" 2x 6 B L O C K I N G @ H I P 2x 6 F I R E B L O C K I N G 2x 6 F I R E C A U L K 1' - 4 1 / 2 " 1' - 0 " 10 1/2"112ROOF TRUSSES @ 24" o.c. 1x 5 F A S C I A 1/ 4 " H A R D I P A N E L SO F F I T 1x 2 T R I M 5/ 4 x 1 2 FR I E Z E B O A R D 8"METAL DRIP EDGE2x4 LOOK-OUTS @ 24"o.c..060 MEMBRANE ROOF ON 3/4" PWD 10 " W I D E S T R I P 1/ 2 " S H E A T H I N G CL A P B D S I D I N G ON B L D G W R A P OV E R 1 / 2 " S H E A T H I N G 1/2" PWD ON 1x STRAPPING DBL 2x4 WALL ASSEMBLY w/ 1" SPACE FY P O N D E C O R A T I V E BR A C K E T B K T 1 0 x 1 1 1' - 4 1/2" 1' - 0" ScaleProject No.Date Drawn by Checked byArchimetrics Design Studio Archimetrics Design Studio Archimetrics Design Studio Archimetrics Design Studio 28 North Maple Street, Florence, MA 01062 28 North Maple Street, Florence, MA 01062 28 North Maple Street, Florence, MA 01062 28 North Maple Street, Florence, MA 01062 Peter Lapointe, Architect ph 413-582-9100 / fax 413-582-9101 As indicated 2/8/2011 1:26:36 PM A7Roof & Framing Plans 10701122 King Street, Northampton, MA Proposed Gage Wiley Offices Feb 4, 2011 pel -Issued for Permit No.DescriptionDate 3 / 1 6 " = 1 ' - 0 " 1 Ro o f P l a n 1 / 8 " = 1 ' - 0 " 2 Ro o f F r a m i n g P l a n 1 / 8 " = 1 ' - 0 " 3 Se c o n d F l o o r F r a m i n g 1 1 / 2 " = 1 ' - 0 " 4 Ea v e D e t a i l 1 1 / 2 " = 1 ' - 0 " 5 Ea v e D e t a i l