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Harlow HilsideREVISED 11 24Scale Project number Date Drawn by Checked by 21 west st. -west hatfield, ma. -01088 413.247.830011/24/2020 4:32:29 PMA100 Cover Project Number Hatfield Ma Harlow Issue Date Author Checker No. Description Date 1 3D View 1 Proposed new Home for Felicia Bianci & Paula Johnson lot 03-011 Coles Meadow Road Northampton Ma by Scott Harlow verify window size w/truss profile 10 12 10 12 6 12 3.5 12 3.51010ridge vent 30 yr arch roof shingles 6" vinyl corner trim vinyl siding over Zip Sheathing custom bent alum trim alum gutter ridge vent ice & water shield valleys10106 12 3.5 12 Scale Project number Date Drawn by Checked by 21 west st. -west hatfield, ma. -01088 413.247.83003/16" = 1'-0"11/24/2020 4:32:32 PMA101 Elevations Project Number Hatfield Ma Harlow Issue Date Author Checker No. Description Date 3/16" = 1'-0"2 Front Elevation 3/16" = 1'-0"3 Left Side Elevation 3/16" = 1'-0"1 Rear Elevation 3/16" = 1'-0"4 Right Side Elevation WD DN Kitchen Great Room Dining Room cathedral ceiling30' - 0"4' - 4"69' - 10"28' - 0"26' - 0"34' - 4"8' - 10"8' - 0"3' - 4" OFFICE 10X9 10X9 Mudroom closetlin clost15' - 0"EQ EQ WiC Master Bedroom13' - 9 1/2"16' - 3 1/4"4' - 4"3' - 11 3/4"3' - 11 3/4"3' - 11 3/4"3' - 11 3/4"3' - 11 3/4" 12' - 2"closet14' - 3"5' - 8 3/8"6' - 4 3/8"5' - 2 1/4"11' - 10"3' - 4"8' - 0 1/2"5' - 7 1/2"9' - 8"3' - 4"10' - 9 1/2"3' - 4" 17' - 0" 10' - 9" 10' - 4" 2 A103 3' - 4"10' - 3"3' - 4"35' - 4"4' - 0"EQEQEQ9' - 8"7' - 5 1/4"8' - 0"8' - 0"7' - 11"8' - 1"12' - 0 7/8"closet2' - 5 1/2"6' - 6" - --- 3455 4234 SLDR13' - 0"13' - 0"8' - 0"12' - 0"8' - 0"3068FD 5468 30555068 5068 3442Temp 3455-23455-2 1' - 6" 16' - 10" 3455 3455 3455 3455 34553455 DN 3068 2868166828682868 2868 2868 2668 246814' - 3"12' - 1 1/2"5' - 3"6' - 3"6' - 3"5' - 3" deck screen porch 5' - 8" 3068 portal frame portal frame portal frame 5' - 10" 23' - 0"3455-2closetScale Project number Date Drawn by Checked by 21 west st. -west hatfield, ma. -01088 413.247.83001/4" = 1'-0"11/24/2020 4:32:32 PMA102 First Floor Plan Project Number Hatfield Ma Harlow Issue Date Author Checker 1/4" = 1'-0"1 First Floor No. Description Date First Floor 0" Second Floor 9' -0" Roof 18' -0" Basement -8' -6"T.O. Footing -9' -2 1/8"B.O. Footing -9' -10 1/8" Foundation -1' -1 1/2" block along beam 2x6 ladder frame ridge 2x12 spf #2 -16" o.c. 1x3 strapping & 1/2" gyp bd perpindicular blocking 24" o.c. @ non load bearing partitions roof trusses 24" o.c. gable truss 2x6 ladder framevalley trusses cathedral truss 1/2 the exterior pitch w/ 12" heelkey way typical 2x6 kneewalls where grade slopes 2x12 rimjoistfield verify7' - 5"9' - 0"4" concrete floor8" compacted fill 6 mil poly 3-1/2" conc filled lally colsspringfield plate 2x4 spf #2 16" o.c. double top plates 2x6 p.t. plates 1/2" anchors 6' o.c. 3000 psi cast in place concrete walls 16" x 8" footings maintain min 48" below fin grade R-50 R-21 R30 First Floor 0" Second Floor 9' -0" Roof 18' -0" Basement -8' -6"T.O. Footing -9' -2 1/8"B.O. Footing -9' -10 1/8" Foundation -1' -1 1/2" vinyl siding zip sheathing 7/16" 2x6 spf #2 16" o.c. R-21 HD Batts 1/2 Gyp board roof trusses 24" o.c. 5/8" Zip roof sheathing taped plywood seams 30 yr Arch roof shingles ridge vent brace trusses according to manuf specifications H2.5A hurricane ties one per truss tail vinyl soffit cantilever truss 2x6 p.t. sill w/ 1/2" anchor bolts 6' o.c. Keyway 3000 psi cast in place concrete walls 4" concrete floor over 6 mil poly & 8" of compacted gravel 2x12 spf#2 -16" o.c. R-50 blown in cellulose 1x3 strapping 16" o.c. double top plates 2x4 spf #2 -16" o.c. interior walls w/ 2 top plates R-30 insulation baffle vent ice & water barrier min 3' up eave all headers are (2) 2x10's unless noted Scale Project number Date Drawn by Checked by 21 west st. -west hatfield, ma. -01088 413.247.83001/4" = 1'-0"11/24/2020 4:32:33 PMA103 House Sections Project Number Hatfield Ma Harlow Issue Date Author Checker No. Description Date 1/4" = 1'-0"1 Transverse Section 1/4" = 1'-0"2 Section Through Main House 30' - 0"5' - 10"26' - 8" 32' - 6"12' - 2"16' - 10"28' - 0"26' - 0" 0"23' - 0"38' - 6"34' - 4"8' - 0"16' - 10" 8' - 10"4' - 4"3' - 4"34' - 4"15' - 0"15' - 0"crawl space 2" rat slab 3' - 0" un excavated 10' - 6"3' - 1"1' - 10"10' - 6"2' - 1"field locate 3068 door see GC step foundation per grade -maintain 48" below finish grade step foundation per grade -maintain 48" below finish grade 7' - 7 3/4"8' - 0"8' - 0"8' - 0"6' - 6" step foundation per grade -maintain 48" below finish grade step foundation per grade -maintain 48" below finish grade 11' - 6"11' - 6"7' - 2"7' - 2"7' - 2"12' - 2"11' - 6" beam pocket beam pocket beam pocket (2) columns @ "T" see section 3' - 0"2' - 6"2' - 6"2' - 6"stairs 22' - 8 1/4"38' - 9 3/4" 11' - 10"5' - 2 5/8"13' - 0"5' - 7 1/2"11' - 4 1/2"BSMT SLDR BSMT SLDR BSMT SLDRBSMT SLDR7' - 10"7' - 2"7' - 2"7' - 10"15' - 0"15' - 0"drop top of wall 3455 3455 3' - 8 1/8"3' - 8 1/8" (2) STDH14 Portal frame straps (1) STDH14 Portal frame straps (2) STDH14 Portal frame strapsportal frameKeyway 8" 1' - 4" virgin soilmin.8"8" wide cont. stemwall min 3500 p.s.i. @ 28 days 16" wide cont footing min 3500 p.s.i. @ 28 days 1/2" anchor bolts min 6' o.c. and not less than 12" from ends w/ a min of two bolts per run 8" embedment 8"expansion filler 8"1/2"3"strap layout measurements9"3"1/2"8"extend # 4 rebar min 24" beyond corner 2' - 1"face of concrete (2' min for two story)1' - 4"exterior plywood1/2" anchor bolt min 7" embedment8"face of FDN2x6 pt sill plate2x6 p.t. jack1/2" plywood fillerspf #2 2x6 studs 16" o.c.8" width concrete stem wall#4 rebar#4 rebar1/2"3"strap layout measurements9"3"1/2"8"extend # 4 rebar min 24" beyond corner 2' - 1"face of concrete (2' min for two story)1' - 4"8"face of FDNface of FDN2x6 pt sill plate2x6 p.t. jack1/2" plywood fillerspf #2 2x6 studs 16" o.c.8" concrete stem wall#4 rebar#4 rebarSTHD14 strapsoutside sheathingSTHD14 strapoutside ofexterior sheathing 3"2x6 p.t. jack1/2" anchor boltsmin 7" embedmentnot less than 2 bolts inmiddle door panelR.O. overhead door widthmiddle wall section between o.h.d.'sR.O. overhead door widthNote: Review Simpson Wood Construction Connector Catalogto properly position and install straps to required specifications.Only use the labeled fasteners to install holddown straps.These straps must be installed vertically plumb to accommodatenailing into wall studs. 1/2" in from corner 1/2" in from inside face over plywood (bend down only once) min 2 anchors per run not more than 12" to corner #4 rebar around corner spf #2-2x6 16" o.c. Scale Project number Date Drawn by Checked by 21 west st. -west hatfield, ma. -01088 413.247.8300As indicated 11/24/2020 4:32:33 PMS100 Foundation Plan Project Number Hatfield Ma Harlow Issue Date Author Checker No. Description Date 1/4" = 1'-0"1 Foundation Layout 1" = 1'-0"2 Drafting 1 1 1/2" = 1'-0"3 Drafting 4 1 1/2" = 1'-0"4 Drafting 5 30' - 0"5' - 10"26' - 8" 32' - 6" 12' - 2"16' - 10"34' - 4"8' - 0"16' - 10" 8' - 10" 3' - 4" 3' - 0" 2x12 spf #2 -16" o.c. 2x12 spf #2 -16" o.c.2x12 spf #2 -16" o.c.2x12 spf #2 -16" o.c.LUS210 double 2x12 @ crawlspace opening 2ply 11-1/4" LVL flush @ end LUS210 2x12 spf #2 -16" o.c. 2ply 11-1/4" LVL (Flush in rim) header w/ HHUS410 2ply 9-1/2" LVL below 2ply 9-1/2" LVL below 2ply 9-1/2" LVL 3ply 9-1/2" LVL 3ply 9-1/2" LVL 2x12 rim or blocking along beam 2x12 rim or blocking along beam 2x12 blocking along beam 2x12 blocking along beam 2x12 blocking along beam 2x12 spf #2 Rimboard 2x12 spf #2 Rimboard 2x12 spf #2 Rimboard 2x12 spf #2 Rimboard 2x12 spf #2 Rimboard 3' - 4"35' - 4"4' - 0"10' - 3"10' - 0"9' - 8"syp #1 p.t. joist 16" o.c.2x8 syp #1 p.t. joist 16" o.c. LUS28z 2ply 2x8 syp #1 (3) 2x10 syp #1 beam (3) 2x10 syp #1 beam (2) 2x10 syp #1 beam(2) 2x10 syp #1 beam(2) 2x10 syp #1 beam(2) 2x12 hdr(2) 2x12 hdr 4' - 6" 1 1/2" Scale Project number Date Drawn by Checked by 21 west st. -west hatfield, ma. -01088 413.247.83001/4" = 1'-0"11/24/2020 4:32:33 PMS101 First Floor Framing Plan Project Number Hatfield Ma Harlow Issue Date Author Checker 1/4" = 1'-0"1 1st Floor Framing Plan No. Description Date WD 22' - 10" 12" Heel height ridge 2x6 sub-fascia 2x6 ladder frame scissor gable truss 26' - 0"28' - 0"2x8 spf #2 -16" o.c. 2x8 spf #2 -16" o.c. LRU to 2x12 ledger double 2x10 hip (3) 2x8 pt beam (3) 2x10 pt beam roof trusses 24" o.c.roof trusses 24" o.c.scissor roof trusses 24" o.c.overframe (plywood under) 10/12 10/12 3.5/12 3.5/12 6/12 10/12 10/12 2x6 sub-fascia 2x6 ladder frame H2.5A hurricane ties H2.5A hurricane ties H2.5A hurricane ties H2.5A hurricane ties H2.5A hurricane ties 3' - 1 1/8" 2x10 spf $3 16" o.c w/2x8 ceiling joist 16" o.c. overframe (plywood under) determine pitch in field 2x12 ridge (2) 2x10 hdr(2) 2x10 hdr(2) 2x10 hdr(2) 2x10 hdr (2) 2x10 hdr(2) 2x10 hdr (2) 2x10 hdr (2) 2x10 hdr (2) 2x10 hdr (2) 2x10 hdr (2) 2x10 hdr(2) 2x10 hdr (2) 2x10 hdr (2) 2x10 hdr(2) 2x10 hdr post up to each rafter @ bearing wall (3) 2x8 pt beam(2) -28' x 12" LVL continuious header(Portal Frame)(2) 2x12 hdr(2) 2x10 hdr1' - 0" roof trusses 24" o.c. 30 yr. Arch. asphalt roof shingles Ice & water barrier min 3' up eaveline 5/8" Zip board over trusses double 2x6 top plate typical spf #2 wall studs 16" o.c. 7/16" Zip wall board w/ taped seams vinyl siding 5" Alum. gutter 2x8 sub-fascia vented vinyl soffit Alum drip edge custom Alum. eave trim LRU210 sloped hanger roof rafter install (7) 10D -3" common nails into roof rafter (or (7) #10x2-1/2" simpson screws) install (6) 10D -3" common nails into ridge (or (7) #10x2-1/2" simpson screws) DO NOT install nails into carry member SLOPED UP) H2.5A hurricane ties attach w/ (10) 10D 1-1/2" nails (5)through top & bottom plates & (5) into rafter double 2x6 top plate typical roof rafter Note:placement is best @ outside of wall Scale Project number Date Drawn by Checked by 21 west st. -west hatfield, ma. -01088 413.247.8300As indicated 11/24/2020 4:32:34 PMS102 Roof Framing Project Number Hatfield Ma Harlow Issue Date Author Checker 1/4" = 1'-0"1 Roof Frame No. Description Date 1 1/2" = 1'-0"2 Drafting 6 1 1/2" = 1'-0"3 Drafting 3 1" = 1'-0"4 Drafting 2