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Home My WebLink About3 Doherty Lane New ElevationsSIDING "TYVEK" N2' CDX F 2x4 0 16" R-20 SPF 6 MIL. Pf Y2 G.W.S. 23/8, END DIST 'PICAL WAL SCALE 1-1/2" = 1'-0" tP LSTA @ EA. RAFTER RIDGE BEAM RIDGE VENT ROLL VENT - RIDGE BOARD (STRUCTURAL SIZES MAY VARY) 15# FELT PAPER - 5/B' CDX PLYWOOD RAFTER VENT— WHERE INSUL. R -3B INSUL 2x10 RAFTERS OTE: IDGE STRAPS ARE NOT EQUIRED WHEN COLLAR TIES OF NOMINAL 1x6 OR 2x4 LUMBER ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING 5)I0d NAILS EACH END 2�7YPICAL RID( SCALE 1-1/2" - 1'-0" SIl"IPSON STRONG - SCALE: N.T.S. JOINT DESCRIPTION NL"?ER C= NUMBER OF NAIL SPACING CC ON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2 -ed 2-I0d EACH END RIM BOARD TO RAFTER (END NAILED 2-164 3-16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) Z -16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.G. HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) Z -6d 4-10d PER JOIST BLOCKING TO JOIST (TOE NAILED) 2 -ed 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) '--16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 2-I6d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) =-Bd 3-10d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-Ibd 4-ibd PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-l6D 3-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.C. ed IOd 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. B:: 10d 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d b" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL Bd IOd 6" EDGE/6" FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS ed 10d 4" EDGE/4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. Bd 10d 6" EDGE/12" FIELD Y2" AND 2%2" FIBERBOARD PANELS Sd - 3" EDGE/6" FIELD Y2" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS Bd IOd 6" EDGE/1' FIELD GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD FTER 0 16" O.G. 5 6 EA. RAFTER TOP PLATE ASPHALT ROOF SHINGLES MATCH EXISTING s/B" CDX SHEATHING R38 BATT INSUL. — �2' GNB w/SKIM COAT PLASTER ON 1x STRAPPING 0 16' O.C. ICE AND WATER BARRIER MEMBRANE CARRY UP 3'-0" FROM EAVE AL. DRIP EDGE OVER ICE # WATER BARRIER / ALUMIN. GUTTER CORA-VENT STRIP Ix TRIM SIDING TYP. WALL 3 SCALE 1-1/2" - 1'-0" TYPICAL WALL 1x10 "SKIRT" BRD. ALUMINUM FLASH14ING- 1x4 MAHOGANY DECKING THRU BOLTS ------------ 2X6 —�2x8 LE ER -� ANCHOR BOLTS IN CONCRETE ° DISTANCE VARIES °F SIMPSON 0366 POST BASE .L (TYPICAL) - d 12"SONO7UBE ON 213' "B'G=COT" FOOTINGa - ° n 4'-0" BEL_CA GRADE (MIN. ° d SPACERS TO ALLOW WATER DRAINAGE n TYPICAL DECK @ SILL DETAIL SCALE:1 1/2"=1'-0" FRAME LINE CARRY MEMBRANE TO BOTTOM OF DOOR, IB' UP, WHERE NO DOOR. 1X4 DECKING EPDM ADHERED ROOFING MEMBF 3/4" PLYWOOD - R -38 FGL INSULATION METAL FRAMING HANGER 3)1 9/4"xIi 74" LVL HEADER ROOF DECK SILL SCALE 1-1/2" - 11-0" 2x4 DBL TOP PLATE CONT. )LL NGT. STL JACK STUD WINDOW SILL PLATE ('a)I57LJD5 $ PEADERS SCALE: N.T.S. 110 MPP WIND ZONE REQUIREMENT FOR 760 CMR 7th EDITION MA. STATE BUILDING, CODE 3/4" PLYWD. SUBFLOOR —FINISH FLOOR R-38 FGL INSULATION 1/2" G.W.B. MI -50N SP6 (20 GA.) HDR UPLIFT STRAP 12 GA. ANCHORS TYP. z 0 N W 0 V) Z O U) w w F - Q O C1 W Y U W 2 U w � w< zoF-_o Z a (n (D V1 N a �� ZQZE F=- w� d j Z w o )_ woww F--mz mow�0w0wo cr =wU Zri... F- Lu (n Of V) 'z 2 w Fz w o L C� �uj ax ,nz v1> -0w0 1Ao i 2X -U DwUZ O 0miL. __Q KF_p.C(n ow0o=O xzw U Z X U Z O L �5 W Q D NNW T^ Fn om 0 0 N Q �M co° uj oo IL d o OWE � z, w N� Ld �N ,�..� LI NN > zm U � �0 z m 0 mmI -O n 7 U U}m Fml^��W 2V FOTO KOW� wa--Zx i<? wwwi5w Jw°Z Ao o¢a"wa¢w am°a�Fr°-Ny°U�owpw 00zOrc Z Q J WWW O U m K Z K °<mwK ZOZ2�'nZOQ�30 I¢Ia11TZ<{.�<L`'5; zo °wmazw� FQa3�mw�4 ~ZUF-SOKm vii c�i�¢oou�iag oa F56o H cliF- w z wZ >' (L OO �i U w Q a Q a o 0 a Ln in D U S J Q Imo- Ir z 1n w m O .M U D Z Co .� Q t° 144 -� O C\2 Z F- W U W ul O U) DSL c8 P.T. GAEA5M - 22x8 P.T. C 16' O.G. IO METAL J' - FRAMING HANG=R - ° DISTANCE VARIES °F SIMPSON 0366 POST BASE .L (TYPICAL) - d 12"SONO7UBE ON 213' "B'G=COT" FOOTINGa - ° n 4'-0" BEL_CA GRADE (MIN. ° d SPACERS TO ALLOW WATER DRAINAGE n TYPICAL DECK @ SILL DETAIL SCALE:1 1/2"=1'-0" FRAME LINE CARRY MEMBRANE TO BOTTOM OF DOOR, IB' UP, WHERE NO DOOR. 1X4 DECKING EPDM ADHERED ROOFING MEMBF 3/4" PLYWOOD - R -38 FGL INSULATION METAL FRAMING HANGER 3)1 9/4"xIi 74" LVL HEADER ROOF DECK SILL SCALE 1-1/2" - 11-0" 2x4 DBL TOP PLATE CONT. )LL NGT. STL JACK STUD WINDOW SILL PLATE ('a)I57LJD5 $ PEADERS SCALE: N.T.S. 110 MPP WIND ZONE REQUIREMENT FOR 760 CMR 7th EDITION MA. STATE BUILDING, CODE 3/4" PLYWD. SUBFLOOR —FINISH FLOOR R-38 FGL INSULATION 1/2" G.W.B. MI -50N SP6 (20 GA.) HDR UPLIFT STRAP 12 GA. ANCHORS TYP. z 0 N W 0 V) Z O U) w w F - Q O C1 W Y U W 2 U w � w< zoF-_o Z a (n (D V1 N a �� ZQZE F=- w� d j Z w o )_ woww F--mz mow�0w0wo cr =wU Zri... F- Lu (n Of V) 'z 2 w Fz w o L C� �uj ax ,nz v1> -0w0 1Ao i 2X -U DwUZ O 0miL. __Q KF_p.C(n ow0o=O xzw U Z X U Z O L �5 W Q D NNW T^ Fn om 0 0 N Q �M co° uj oo IL d o OWE � z, w N� Ld �N ,�..� LI NN > zm U � �0 z m 0 mmI -O n 7 U U}m Fml^��W 2V FOTO KOW� wa--Zx i<? wwwi5w Jw°Z Ao o¢a"wa¢w am°a�Fr°-Ny°U�owpw 00zOrc Z Q J WWW O U m K Z K °<mwK ZOZ2�'nZOQ�30 I¢Ia11TZ<{.�<L`'5; zo °wmazw� FQa3�mw�4 ~ZUF-SOKm vii c�i�¢oou�iag oa F56o H cliF- w z wZ >' (L OO �i U w Q a Q a o 0 a Ln in D U S J Q Imo- Ir z 1n w m O .M U D Z Co .� Q t° 144 -� O C\2 Z F- W U W ul O U)