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Home My WebLink About20-182 Homecrete Evans 11-11-20 ShD1Diagonal bracing to 2" x 4" to span 8'-0" from gable et nailed to each truss 2" x 4" bracing to sp 8'-0" from gable end each truss with (2) 10 19/32" COX plywood sheeting nailed per roof sheeting attachment detail on roof plan sheet Soffit and fascia — see typical section for exact details 2" x 4" sub —fascia 1/8" thick light textured stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. ClarkDietrich XJ15 Double-J expanded flange galvanized control JJoint attached to pl wood using Sd ring shank nails (2) in each corner See typical wall section for wall and at 16" o.c. thereafter with min. construction I" penetration into studs 0/4BLE ENDW�4LL DET/41L (12"> Metal Sales Manufaturing Inc 5v Metal Roofing Installed per FL #11560.1 over 30 lb felt over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Galt' -Alum Metal drip on I" x 3" Beveled Drip or 2" x 8" Fascia. 1/2" Dense glass screwed to truss webbing with 410 SS screws at 6" o.c. field and edges finished with Trowel on stucco finish per manufacturers recomendations Strap beams to columns using Simpson HETA 20 at each beam end — Column C-4 grade NTS E Dowel (1) #5 bar w/ 25" min lap and 6" embed ete Footing l�Iiss&d Tip Down F�,,&aair nts Girder Truss 3 1/2" x 3 1/2" x 1/4" thick steel column 10" x 10" x 5/8" thick base plate with (4) 5/8" dia. x 8" A.B. preset in concrete slab 4 3/4" wide x 12" high x 8" long x 5/8" thick steel column cap prewelded to steel column. Provide -1/8" dia. predrilled hole for (3) 5/8" dia. thrubolts. ADJUST CAP WIDTH AS NEEDED TO MATCH GIRDER THICKNESS - VERIFY WITH TRUSS SHOP DRAWINGS PRIOR TO FABRICATION 3 1/2" x 3 1/2" x 1/4" thick steel column 5/8" dia. x 8" a.b. preset in concrete slab 11 10" x 10" x 5/8" thick base plate prewelded to column Base DetalI Secondary Pour 14" x 14" square to recess bolts T.O.B. TpICal Steel Column Detail (!$�A.F.F. nts MAX. UPLIFT = 6,000 Ibs MAX. GRAVITY = 10,000 Ibs Beam B2 1/2" dense glass attached to bottom chord using 410 x 2" SS screws at C o.c. field and edges and finished with trowel on stucco finish per manufacturers recomendations Beam and column show beyond 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IN rE N I _ I ��- F-24 Section at Entrq Forch Scale : 3/4" = 1'-0" Wood truss bottom chord 26 ga, top track screwed to studs using (2) Type "S" screws each side of each stud Attach to trusses using (2) 48 screws at 48" o.c. max Q, 3 %" 26 ga. G.I. metal stud blocking at mid -span of studs a 0 0 s n R rn \1/2" drywall ZT, 3 %" 26 ga. G.I. metal stud at 16" o.c. > cT 26ga bottom track screwed to studs +using (2) Type "S" screws each side of each stud Typical base INTERIOR WALL SECTION nts nts Metal Sales Manufaturing Inc 5v Metal Roofing Installed per FL U11560.1 over 30 lb felt over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HTS strap at each truss suppporting Max. 1450 lbs. uplift (24) IOd x 1 1/2" nails in each strap Galy-Alum Metal drip on I" x 3" Beveled Drip on 2" x 8" Fascia. 1/2" thick light textured trowel on stucco finish applied to 1/2" dense glass screwed to soffit framing using #10 x 2" SS screws at 6" o.c. field and edges Hang beams on columns using Simpson MBHA 5.56/11.88 with (1) 3/4" did. ATR top and face with min. 7 embedment set in Simpson ET Epoxy Tie Adhesive grade 12 6 SLOPE i Trusses at 24" o.c. see shop drawings by others II'-0" T.O.B. A.F.F. Beam B2 Column C-1 1/2" dense glass attached to bottom chord using 410 x 2" SS screws at 6" o.c. field and edges and finished with trowel on stucco finish per manufacturers recomendations 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1—IIII—III1=1111—�- ��u-=_ - II11-1111—III1- -��=I111-1111=„Illl��lllliiiilllllllll II IIII,,.IIII=' F-36 Sect[on at Entry Porch Scale 3/4" = I'-O" Metal Sales Manufaturing Inc 5v Metal Roofing Installed per FL11560.1 over 30 lb felt over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Maxim 1810lbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x C Sub -Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap — at each filled cell 12 6 F_ I� 6" min. of Icynene LD-C-50 spray foam insulation on bottom of roof sheathing in compliance with [CC-ESR-1826 dated Feb. I, 2012. Install DC 315 Intumescent coating per section 4.3.2 of [CC test noted above to comply with 15 min. thermal barrier requirements. PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" drywall with smooth finish 1/2" dr wall over I" x furring strips a� IL" o.c. with 1" rigid board insulation on typical 8" Block walls All drywall is per FBC -102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only. Provide Dur-O-Rock at atwet O areas (ex. showers, tubs etc...) O Fill cell with concrete and (1) 1*5 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings base 4" concrete slab with fibermesh OR 6 board x6 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade F—I6 TYPIC,=,L SECTION Scale 1/2" = I'-C" N 0 N �11 O � l� O vi U 4_4 �U-, O M N o� U � U � o1 UU a1 ��+MM +C �� (� N m +�+— AL W LU : U o � Z W 00 0) << CA CA O < (L W OD L r r < OD # I1-3 Z c��! O 73 ~ W o 0 rr� �- �- � o) D cal ~ Iq i; �i -1 U vi LL ! (�� 4-3 to DATE DRAWN 2-12-14 DRAWN BY: CHECKED BY: D.R.B. MODEL: ^� I --I SHEET D 1 w OF 9. JOB NUMBER: