5306 ROCKEFELLER AVE 2022 Plans 2024-07-31

Budding Materials List for Plan#576-3a D 1 1 1111 r ---Local building code approved substitutions may be made to this list-- Variations in construction methods and materials can require modification EDI of this list. Every attempt is made for greatest accuracy, but typographical or human error is possible. Quantities verification by the materials supplier is recommended before materials package is finalized and/or shipped. 1 1 1 1 I V c C� m � Rough Framing 2 x•4 x 92-1/2"HF/DF"stud"wall framing 88 pcs 11.es ..,...:, - 2 x 4 HF/DF No. 2 for plates and lookouts 240 If — 0 ;� 2 x 4 HF/DF No. 2 pressure-treated bottom plate 9G If _ Z 3 1/2 x 9 1/4 LVL header 2950Fb 2.0E(cut from 9'length) 2 pc. — ---- < E 2 x 6 DF No. I Header 10'length 3 pcs — J D 2 x 4 x 22-1/2"with screened vent holes 24 pcs. ;L— — G 4:, = Trusses: 5 : 12 pitch 24'-0"span, incl. (2)end trusses- 13 pcs. ---** _ ZO m N Sheathing Materials _. Lu g 3 __. 15/32" C-D APA Plywood ext.glue P.1 24/0---4 x 8 sheet--25 sheets d 3 7/I 6"o.s.b.wall sheathing 4 x 8 sheet--29 sheets — Vapor Barrier ._ Roof 15#bituminous felt paper in 3G"wide roll 300 If Wall 7#bituminous felt paper in 40"wide roll 288 If Floor.00G"black polyethylene membrane GOO sf Siding Materials GARAGE PLAN #576-3a D 8"textured o.s.b.siding boards with I"lap-- 756 sf siding area (alternate)7/1 6"o.s.b.textured(or 5/8"T I-I I ply.) 29 sheets Trim:5/4 x 4(for alt.Siding use I x thk 8'length 15 pcs. 24' X 24' Q Trim:5/4 x 4 10'length 2 pcs. et Trim: 5/4 x 3 9'length 4 pcs. M Fascia: I x 6 52 If VD Rakeboard: 2 x 6 16'length 4 pcs. N. Roofing Materials Composition Roofing Shingles 772 sf roof area Ridgevent material 24 If Windows and Doors 4030 sliding window assemblies 2 ea. O 3068 exterior door assembly I ea. Z 9'-0"x 7'-0" sectional garage door assembly 2 ea. < Truss Requirements Building Code Compliance Building Categories and Data -I Metal Parts Truss design drawings.Truss construction doe This planset was prepared to comply Anchor bolts: 1/2"dia.x I 0"ASTM A-307, 20 pcs. amen,.shall he prepared by a registered design proles Occupancy Classification:"U" aillolldpproved and shall. n:mil: o to the building coon d and with the prescriptive requirements m Flat washer:3"sq.x 1/4"thick steelplate---- 20pcs. prior of the 2018 Z updated alpnwanw muoprovidedn These construction door Simpson" p_ 22 pcs. menu shall include.at a minimum.,he information spar Construction Type:"V" (..) Li.] bed below Truss shop drawings shall be provided with the h co •1—4/19 Simpson STHD 10 hold-down straps 4 pcs. sh,pmeni of trusses delivered to the job site. International Residential Code(IRC), — t< I Gelsinker nails @ 50 lbs./box 50 lbs snipe or depth.span and y u,irg: Grade-To-Ridge Height:14'-2" 8d common nails @ 145 nails/lb. 20 lbs. 2. Location of points. Roofing nails @ 210 nails/lb. I 0 lbs. 3 Required hearing widths. Gross Building Area:576 sf Drip flashing for window/door heads (applied) 27 4 Design loads as applicable. Parameters For Design 5.Top chord live load i including snow Inads,. —Note:To advise corrections,please call Behm Design @ I-800-2I0-6776— G.Top chord dead load. Wind Speed:130mph ultimate (note:electrical and finishing materials not included in this list) 7 Bottom chord live load: g. Bottom chord dead trod. 9. Concentrated load and theirpn points application. Wind Exposure: C et in Controlling wind and earthquake loads: y O, ,y l{ : �,'"�("' `r a� �.•,`� I I Adjustments to lumber and metal connector lair a W.w�vJ ;/�L/�J (�,y1//'��■�'.�\JJ i n Seismic Category:D2 Q T. design value for umber n of use: cA O G i 2. Each reaction torte and direction. F- .d+ S37� ( n f� �� ?. Metal comwaor plam,ypr.size.thickness or gage. ? d 'e v(`/C] '(�/V) and the dimensioned location al each metal eon Snow Load:30#/sq.ft. q �1 rnectorelative plate except when symmetrically loomed O ..... Q Ot G �V relative to the mini interface. U O 4 Lumber one specie,and grade for each member. :-. 5.Connection requirements for Z v O 15.1.Truss to truss girder. _ 15.2.Trim ply to ply.and _ v) 15.1 Meld splice. _ SHEET b_Calcaiaiiad deflection ratio or maximum deflection for live and total load. _ 17 Maximum axial the sex. nnec m the Bran-I — memMn to design the six.conneaum,and an- chorage of the permanent continuous lateral hru- ,ng Forces shall be shown an the truss construction documents nr on supplemental documents.and 14 Hemmed permanent truss member bracing location 7 OF