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o = o LO � N Structural Steel: E it 1. Structural steel members shall conform to the following minimum standards and material properties •C ( � Shape Standard/Grade Fy W �J W,WT ASTM A992 Grade 50 50 ksi O m Channels &Angles ASTM A36 36 ksi o Bars and Plates ASTM A36 36 ksi U � HSS (round) ASTM A500 (Grade B) 42 ksi Special Inspections: HSS (rectangular) ASTM A500 (Grade B) 46 ksi C U Special Inspection shall be performed by qualified firm independent of the Contractor,Architect, Cold Formed Shapes ASTM A570 33 ksi Q o Engineer of Record or Owner according to 2016 CBC Chapter 17.The Special Inspector shall observe the Bolts ASTM A325 -- below list of items for conformance with the Contract Documents.The Special Inspector shall send reports Nuts ASTM A563 -- N to the Owner and all applicable parties.All discrepancies shall be brought to attention of the Contractor Hardened Steel Washers ASTM F436 for correction.The Special Inspector shall submit a final report stating that the special inspection work,to the best of his knowledge,was performed in compliance with the plans,specifications,Codes and Load Indicator Washers ASTM F959 -- applicable workmanship of the CBC.Special Inspection shall be provided for the below list of items: Anchor Bolts ASTM F1554 36 ksi Drawn By TE Shear Studs ASTM A108 (type B) Threaded Rod ASTM A36 36 ksi Job # 16253 Required Inspections Periodic Continuous ASTM F959 1. Field Welding ASTM F1554 Scale Noted 2. Post-installed concrete anchors ASTM A108 (type B) Revision Schedule 2. All bolts shall be installed as bearing type connections with the threads included # Date Description 3. Epoxy rebar dowels in shear planes (type"N"connection unless otherwise noted).All high strength 107/01/19 Plan Check 1 bolts shall be fully pretensioned using load indicator washers or appropriate torque wrench. Foundation anchor bolts do not need to be pretensioned. 3. All galvanized bolts and nuts shall be of the same process as specified in the plans.Mixing of hot dipped galvanized bolts with mechanically galvanized nuts is prohibited. Basis For Design 4. All structural and miscellaneous steel shall be fabricated and erected in Governing Building Code:2016 CBC accordance with the latest edition of AISC specifications for design,fabrication Risk Category:II and erection. g 5. Welding shall be performed by welders holding valid certificates and having Loading Information current experience in the type of welding shown on the plans.All welding shall Gravity use E70XX low hydrogen electrodes or 70ksi weldable wire unless otherwise noted Roof Ceiling Floors Storage and Egress on the plans.Shop welding may use 70ksi weldable wire.All welds involving D Lr D I Lr D L Storage Egress reinforcing bars shall use E7018 electrodes.All welding shall conform to the latest 10 psf 20 psf N/A N/A N/A 40 psf - _ edition of American Welding Society Standards. No tack welding of ASTM A325 or ASTM A490 bolts. Live loads reduced as permitted by building code b. Grout beneath column bases or bearing plates shall be 5,000 psi (min) non-shrink Seismic flowable grout or drypack. Install grout under bearing plates before framing Seismic Force Resisting System Analysis Procedure R I members are installed have been plumbed but prior to floor or roof installation. (E) Light-frame shear walls ASCE 7-10 Chapter 11 & 12 6.5 1.0 Grout depth shall be sufficient to allow grout or drypack to be placed beneath Ss SDS S1 SDI Site Class seismic Design Csplate without voids (1-1/2"typical). Category p 0.916 0.692 0.339 0.389 D D 0.198 1.0 Risk Category:II Wind Analysis Procedure:ASCE 7-10,Section 28.4.2 Main Wind Force Resisting S stem Component& Cladding PSF V Exposure I GCpi Vult Exposure N/A N/A 1 10 m h C 1.0 0.18 1 10 m h C N/A N/A Limitinq Wall Height Table (5psfl Cold Formed Steel Designation Interior non structural wall - composite assembly Wood Spacing 5 psf Spacing 5 psf Stud Size in O.C. L/240 Stud Size in O.C. L/240 1) Sawn framing lumber shall comply w/the latest edition of the grading rules of western wood products MEMBER DEPTH: (� ) (� ) association or the west coast lumber inspection bureau. All sawn lumber shall be stamped with the ex: 6"= 600 FLANGE WIDTH: 3625125-30 12 17- 1" 6005125-30 12 25-6" grade mark of an approved lumber grading agency. Sawn lumber shall have the following minimum all member depths Ex: 1 5/8"= 1.625" grade (U NO): are taken in 1/100 all flange widths are 3625125-30 16 15-8" 6005125-30 16 23'-2" Size Species & Grade inches f taken in 1/100" 3625125-30 24 14'-0" 60OS125-30 24 20'-3" 2x4 studs, blocking &top plates Doug Fir/Larch , No 2 (Stud Grade) 600 S 162 - 54 2x6 studs, blocking &top plates Doug Fir/Larch , No 1 3625125-3 12 17- 10' 600S125-33 12 26'-9" Joists and all other sawn lumber Doug Fir/Larch , No 1 (U.O.N.) STYLE: 625125-33 16 16'-5" 600S125-33 16 24'-6" 4x posts Doug Fir/Larch , No 1 ex:S=Stud MATERIAL . 6x posts Doug Fir/Larch , No 1 S -stud or joist section THICKNESS: 3625125-33 24 14'-9" 6005125-33 24 21'-7" Z Ex:0.054"= 54 mils T=track _ o 2 Glue-Laminated beams GLB shall be Douglass Fir Combination 24F-V4 at simple an beams and material thickness is 3625125-43 12 19'-7" 6005125-43 12 30'-7" N ) ( ) g p p U = Channel Sections 24F-V8 at cantilever and multi-span beams, UNO, and shall have the minimum properties: F= Furring Channel Sections the minimum base metal thickness in 362S125-43 16 18'-0" 600S125-43 16 28'-3" Z w Fb= 2,400 psi Fv= 190 psi Fc(Perpendicular) = 650 psi E= 1,800 ksi 1-- o Fabrication and handling shall comply with the latest AITC and ASTM standards. Beams shall be mils. 3625125-43 24 16'-3" 6005125-43 24 25-7" Q manufactured with 2000' radius min. camber unless specifically noted on the plans. All laminations shall362S125-54 (50 ks) 12 21'-2" 600S 125-54 (50 ks) 12 32'-6" U be 1-1/2"thick (min) O 3625125-54 (50 ks) 16 19'- 7" 6005125-54 (50 ks) 16 30'-0" Un Ln 3 Structural-use panels shall be performance rated b the American Plywood Association (APA). Panels 3 Q N p p y y ( ) 362$125-54 (50 ks) 24 17'-8" 800$125-54 (50 ks) 24 27'-0" o shall comply with I.C.B.O. report No. NER-108, Exposure 1. Install per manufacture's recommendations. Cold Formed Steel Light Frame Construction 3 Structural-use panels shall conform to IBC standard 23-2 and 23-3. Plywood shall be five-ply sheathing lay 1) Nonbearing wall heights as seen in accompanying table and ESR-4943 for 3625125-68 (50 ks) 12 21'- 10' 6005125-68 (50 ks) 12 34'-8" up plywood with face grain perpendicular to supports. Plywood may be oriented per shearwall interior composite wall design are based on gypsum wallboard installed on 362$125-68 (50 ksi) 16 20'-0" 600$125-68 (50 ksi) 16 32'-0" schedule. Oriented strand board (OSB) may be used as an alternate to plywood. Provide blocking at both sides of the wall for the full height,with the long dimension of the panel edges where indicated on plans. Panels shall conform to the following nominal thickness, span gypsum wallboard paralle to the long dimension of the gypsum wallboard 3625125-68 (50 ksi) 24 17-8" 1 6005125-68 (50 ksi) 24 28'-9" 2132 N EI Dorado St rating and nailing pattern unless noted otherwise: parallel to the wall height. Stockton, CA 95204 400$125-30 12 19'-0" 800$125-43 12 37'-6" Thickness Grade/Materials Use Span rating Edge Naiing Field Nailing 2) Load bearing wall stud heights are based on mechanical bracing at (209) 227-7646 maximum of 48 in on center and sheathing on both sides for lateral stability. 4005125-30 16 17'- 6" 8005125-43 16 34'-4" Uc# 76963 1/4" rated sheathing walls bd @ b"O.C. 6d @ 12"O.C. 40OS125-30 24 15- 7" 80OS125-43 24 30'- 6" 3/8" rated sheathing walls 8d @ b"O.C. 8d @ 12"O.C. 3) Cold formed steel members shall conform with the following minimum 7/16" rated sheathing walls/roof 24/16 8d @ b"O.C. 8d @ 12"O.C. standards and material properties: 4005125-33 12 19'- 11' 8005125-54 (50 ksi) 12 40'-0" 15/32" rated sheathing walls/roof 32/16 8d @ b"O.C. 8d @ 12"O.C. pip SS/0 Shape Standard/Grade Fy 400$125-33 16 18'-4" 800$125-54 (50 ksi) 16 36'-8" 1/2" rated sheathing walls/roof 32/16 8d @ b"O.C. 8d @ 12"O.C. Stud, Joists &Track ASTM A653 (Grade 33) 33 ksi � 19/32" rated sheathing roof 40/20 10d @ b"O.C. l Od @ 12"O.C. 4005125-33 24 16'-5" 8005125-54 50 ksi 24 32'-8" �' (18 mils-43 mils) ( ) _00 5/8" rated sheathing roof 20/20 1 Od @ b"O.C. l Od @ 12"O.C. Stud, Joists &Track ASTM A653-Cl (Grade 50) 50 ksi La a C l m 3/4" R rated sheathing roof 48/24 10d @ b"O.C. l old@ 12"O.C. 40OS125-43 12 21'-2" 8005125-68 (50 ksi) 12 43'-4" (54 mils- 1 18 mils) P. 2131120 3/4" F structural 1 floor 48/24 l Od @ b"O.C. l Od @ 12"O.C. 4005125-43 16 19'-5" 8005125-68 (50 ksi) 16 39'-9" 4) Web punch outs for walls must be a minimum distance of (1.5h) from the 4005125-43 24 17'-2" 8005125-68 (50 ksi) 24 35-5" 4) Bottom plates resting on concrete or masonry shall be pressure treated douglas fir sole plates and shall edge of the bearing end. (h is the stud web depth) cFCA1 tiF❑� be anchored per structural details and shear wall schedule. 4005125-54 (50 ks) 12 22'- 11' Conversion Table 5) Each stud must be identified with the manufactures name,yield strength 4005125-54 (50 ks) 16 21-- l" Mils = Gauge 5) All bolts shall be installed in holes bored with a bit 1/16"larger than the diameter of the bolt. Bolts and (if over 33 ksi), minimum base-metal thickness, and the report number 'these drawings and specifications are nuts seating on wood shall have washers as specified by the plans under the nut. Ding threads or install embossed or stamped on the web of each section at a maximum of 48"on 4005125-54 (50 ks) 24 18'- 10' 33 = 20 the property and copyright of JCWagner additional nut to prevent loosening of nuts. Lag bolts shall be installed with pre-drilled holes if installed center. 43 = 18 &Associates,Inc.and shall not be used 4005125-68 (50 ks) 12 25-0" = 16 or duplicated in part or in whole on any into existing lumber. 54 6 Gypsum wallboard shall conform to ASTM C36 with a thickness of 1/2" JCWagnerother work&except by agreement Inc.nt with Yp 400$125-68 (50 ksi) 16 23'- 1" 68 = 14 7CWagner&Associates,Inc. 6) For exterior vision screen,it is recommended that pressure-treated lumber be used.All sheathing shall and/or 5/8"as noted on the plans. be exterior grade. 4005125-68 (50 ksi) 24 20'-9" 97 = 12 7) Framing screws to be #8 waffle head Pro-Twist screws or equal (U.O.N.). 118 = 10 Structural 7) Any location calling out a 16d nail may be substituted for a #8 wood screw of the same length unless See ESR-1408 for reference of installation and engineering data. otherwise noted except for Simpson connections. NOTE: Notes 8) Drywall screws to #b bugle head Pro-Twist screws or equal (U.O.N.). See 1) based on 1/2"gypsum wall board w/screws 12"O.C. 8) All light framing connections shall be per CBC table 2304.9.1. unless otherwise stated on the plans. ESR-1408 for reference of installation and engineering data. 2) max stud heights also applicable to walls sheathed with gyp board > 1/2"and a multiple layout of gypsum co 9) All new framing lumber shall have 19%maximum moisture content at the time of installation and 9) Powder driven fasterners shall be Ramset (ESR-1799),SI mpson (ESR-2138) 3) runner track flanges need to be fastened to stud flanges except at door jambs, M fabrication. or equal (U.O.N.). Shaft thickness to be 0.145"min x 1-1/4" length. window frames, partiiton intersections and cornersS000 N An \\