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HomeMy WebLinkAbout17 Leeward Run - FramingXIii? I.jz S}Irn1t { F 4 2,c 12 NhWL 4- 2' LF,ti,C�R 1.D G 16 OX- TqR :2%.12. �I* T e100.C. M-10 I�'{P POP F"MiNe 111 %4`I I I � 0 EmL �00T11�e PL#*N __.. �.. �8118AtoAlla1111AI V9 _ 0-01 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS L All workmanship w contorts to the requirements ofthe Massachusetts State Building Code, latest edition. 2. For site location and grading Inforanauon, see Site Plan, by others. 3. Assumed net allowable soil bearing capacity, q- 3000 psf. for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. a. Collette Minimum 28 day strength, Tit- 3000 psi, 3/4" aggregate, t esi gncd per American Conereir Insu lute Code, latest issu, maximum slump - 4 or in concrete piers wl al Anchor bolts ASTM A701 galvanized, min. 518" diameter, 12" long, w! 2-I2' hook spaced _" We, P� Simpson ABU -series base: SPACED 2' ole for slab -on -grade constrvetion (La. Gamge, Baumenh etc.). FII I. All workmanship to conform to be requirements print Massachusetts State Building Code, latest edition. o.,,�ral Dei en Loads'. Dead Loads Actual Weight of Building Componenu�. Live Loads: Snow Load - 30psf (plus drift) with applicable reduction ATTIC Storage - 20 psf Living Floor -10 psf Sleeping Floor- 70 psf Decks and Balcont¢- 60 psf Wind Load : Criteria used for 110 MPH Exposure B, unless noted otherwise 7. Slructurul Steel. (as required) a. ASTM A572 Grade 50; shop paint with ran Inhibitive paint. Tmu-Bolts: ASTM A307, 112" diameter; punched hales: 9/16" diameter. b. Welds: Shop weld cep and besc'pletn to columns; shop weld bearing plates to beams; use E70xx electrodes. Alternatively, field weld by cess Fled welders. c. DeOeaioo Criteria: 1./360 total load deflection. 4. T mbar From rte' a. All new umber taming SPruco-Pine-Fir No.2 with FL-IOOOpsi, E-1,700,000 psi, or better. b. Pressure treated limber (P:T1: Southern Pine with Fb-1300 psi, E-1,600,000 psi, or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L: with Pb -2923 psi, E-1,900 list, Fv-285 psi. Fc per -750 psi, Fcyar -3035 psi. Pmllam (PSL): All PSL shall be min. 1.9E ES with Fb-2900 psi, E-1,900 ksi, Fv484 psi, Fcjer-750 psi, Fc_par-2900 psf. m Note that Microllaand PWlam maybe used Interchangeably. 1 Deticction Criteria: U480 Live load, U360 Total Load 2 Optional: Provide shop drawing submittal ofengincered lumbo systems for approval prior to materials purchasing. 5. Allot Connectors: Aa manufactured by Simpson Strang -Tie Co. shallot handled and Installed per manufacturer requirements. with all nail mics tilled. with the size not as specifld by Will. or hereln. a. Ratter to Rtdgc Seem: Simpson LSSU-series, or Simpson Straps over lop of plywood, speeed l6"o/c; Ratter to Ridge Plat: Collar tin min. Ix6@ 16" o/c at top or Simpson Snaps overtop of plywood spaced 16" plc I Rafter ends to tap plate: Simpson H2. SA c. Baid Joist Simpson straps at 48" We: CS -140.:50.5" « ntered at band joist 6. Bons Bolts in wood Naming shall be standard machine bolls unless noted otherwise. Bolt holes in wood shall be 1132" larger than boll diameter. Bolt heads and nuts shall bear on standard malleable iron washers, or square plate washers. All nuts scall be reughtcned at completion of job. 7 L712.ki a. Blocking lag shall be solid blocking, 2x minimum, and full depth of member. b. Seed R'al Is, provide blocking at 814" Wc, maximum height. Comers to be blocked at 46" of, with plywood edge nailing to this blocking for she first 48" of these building comers. c. NpihngSi,hedg1t Solid Blacking to Bearing 2-8d toenails ee. side Blocking Bctwecn Studs 2-I0d toenails ca. and. or 2-16d end -nails n. End it New E, Min Provide 2x blocking far 2joisVnRer bays and spaced 48" plc in joist and rafter plane at all edges� attach plywood edges to this blocking B.V ti S hd l' All naling shall be in accordance with Appendix 120.Q, unless noted herein specifically. Multiple Sluds 16d @ 12" staggered a. All nails shall be common wire nails. b Sub -bore where; nails tend to split woad. 9. Hndees less than 4'-0". use 2.2x6; all others per MA State Building Code Table 5502.5(q and (2). MICHELE CUDILO. P.E., Consulting Structural Engineer 123 Cottw.cod Lore. LenNnnla. Yoasacnuwm 02073 Drawn By: NC Dpt.'. i Drawing eon: y: NOTED Rev.Dotal 0 SK- N� Nome Projaet No.: J ylfAjxsal� >JG Cop �/ 6178`' x I2" L. �•�, !o `� co►►� rag N&C 00T fiG ONP ay sec cYg� >E 8co� iB Eca`p't e ngE2 m=.cd, 00E C vc= PCE 10 so NL gV t10 � Zgt � dt, so �p0 yCUAF�O Va� V�upp11 vV N rj V L? at �(O RC d daa� C ]C W jiG E 9 OR 0 0 3 C Uj C +' M Z 03 d O yyC) a o vj Qi mY o13M ov=1 a v a-2 Q y EA N x0�wv, z Ldp Q W W J —. P T - = - - PSG fid 014� (,ONf. Pti'✓R sip FMI NG PLAN Ito M-10 I�'{P POP F"MiNe 111 %4`I I I � 0 EmL �00T11�e PL#*N __.. �.. �8118AtoAlla1111AI V9 _ 0-01 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS L All workmanship w contorts to the requirements ofthe Massachusetts State Building Code, latest edition. 2. For site location and grading Inforanauon, see Site Plan, by others. 3. Assumed net allowable soil bearing capacity, q- 3000 psf. for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. a. Collette Minimum 28 day strength, Tit- 3000 psi, 3/4" aggregate, t esi gncd per American Conereir Insu lute Code, latest issu, maximum slump - 4 or in concrete piers wl al Anchor bolts ASTM A701 galvanized, min. 518" diameter, 12" long, w! 2-I2' hook spaced _" We, P� Simpson ABU -series base: SPACED 2' ole for slab -on -grade constrvetion (La. Gamge, Baumenh etc.). FII I. All workmanship to conform to be requirements print Massachusetts State Building Code, latest edition. o.,,�ral Dei en Loads'. Dead Loads Actual Weight of Building Componenu�. Live Loads: Snow Load - 30psf (plus drift) with applicable reduction ATTIC Storage - 20 psf Living Floor -10 psf Sleeping Floor- 70 psf Decks and Balcont¢- 60 psf Wind Load : Criteria used for 110 MPH Exposure B, unless noted otherwise 7. Slructurul Steel. (as required) a. ASTM A572 Grade 50; shop paint with ran Inhibitive paint. Tmu-Bolts: ASTM A307, 112" diameter; punched hales: 9/16" diameter. b. Welds: Shop weld cep and besc'pletn to columns; shop weld bearing plates to beams; use E70xx electrodes. Alternatively, field weld by cess Fled welders. c. DeOeaioo Criteria: 1./360 total load deflection. 4. T mbar From rte' a. All new umber taming SPruco-Pine-Fir No.2 with FL-IOOOpsi, E-1,700,000 psi, or better. b. Pressure treated limber (P:T1: Southern Pine with Fb-1300 psi, E-1,600,000 psi, or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L: with Pb -2923 psi, E-1,900 list, Fv-285 psi. Fc per -750 psi, Fcyar -3035 psi. Pmllam (PSL): All PSL shall be min. 1.9E ES with Fb-2900 psi, E-1,900 ksi, Fv484 psi, Fcjer-750 psi, Fc_par-2900 psf. m Note that Microllaand PWlam maybe used Interchangeably. 1 Deticction Criteria: U480 Live load, U360 Total Load 2 Optional: Provide shop drawing submittal ofengincered lumbo systems for approval prior to materials purchasing. 5. Allot Connectors: Aa manufactured by Simpson Strang -Tie Co. shallot handled and Installed per manufacturer requirements. with all nail mics tilled. with the size not as specifld by Will. or hereln. a. Ratter to Rtdgc Seem: Simpson LSSU-series, or Simpson Straps over lop of plywood, speeed l6"o/c; Ratter to Ridge Plat: Collar tin min. Ix6@ 16" o/c at top or Simpson Snaps overtop of plywood spaced 16" plc I Rafter ends to tap plate: Simpson H2. SA c. Baid Joist Simpson straps at 48" We: CS -140.:50.5" « ntered at band joist 6. Bons Bolts in wood Naming shall be standard machine bolls unless noted otherwise. Bolt holes in wood shall be 1132" larger than boll diameter. Bolt heads and nuts shall bear on standard malleable iron washers, or square plate washers. All nuts scall be reughtcned at completion of job. 7 L712.ki a. Blocking lag shall be solid blocking, 2x minimum, and full depth of member. b. Seed R'al Is, provide blocking at 814" Wc, maximum height. Comers to be blocked at 46" of, with plywood edge nailing to this blocking for she first 48" of these building comers. c. NpihngSi,hedg1t Solid Blacking to Bearing 2-8d toenails ee. side Blocking Bctwecn Studs 2-I0d toenails ca. and. or 2-16d end -nails n. End it New E, Min Provide 2x blocking far 2joisVnRer bays and spaced 48" plc in joist and rafter plane at all edges� attach plywood edges to this blocking B.V ti S hd l' All naling shall be in accordance with Appendix 120.Q, unless noted herein specifically. Multiple Sluds 16d @ 12" staggered a. All nails shall be common wire nails. b Sub -bore where; nails tend to split woad. 9. Hndees less than 4'-0". use 2.2x6; all others per MA State Building Code Table 5502.5(q and (2). MICHELE CUDILO. P.E., Consulting Structural Engineer 123 Cottw.cod Lore. LenNnnla. Yoasacnuwm 02073 Drawn By: NC Dpt.'. i Drawing eon: y: NOTED Rev.Dotal 0 SK- N� Nome Projaet No.: J ylfAjxsal� >JG Cop �/ 6178`' x I2" L. �•�, !o `� co►►� rag N&C 00T fiG ONP ay sec cYg� >E 8co� iB Eca`p't e ngE2 m=.cd, 00E C vc= PCE 10 so NL gV t10 � Zgt � dt, so �p0 yCUAF�O Va� V�upp11 vV N rj V L? at �(O RC d daa� C ]C W jiG E 9 OR 0 0 3 C Uj C +' M Z 03 d O yyC) a o vj Qi mY o13M ov=1 a v a-2 Q y EA N x0�wv, z Ldp Q W W J