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TABLE R602.3(1) FASTENER SCHEDULE FOR
<br /> STRUCTURAL MEMBERS
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS
<br /> FASTENERS A.B.C.
<br /> ROOF
<br /> 1
<br /> FIBBICKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, 3--8d (2 k x 0.113') -
<br /> NAIL
<br /> 2 CEILING JOISTS TO PLATE, TOE NAIL 3-8d (2 e x 0,113') " PLEXIGLASS
<br /> TOP
<br /> CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 3-10d -
<br /> 3 OVER PARTITIONS, FACE NAIL
<br /> COLLAR TIE RAFTER, FACE NAIL OR 1 il x 20 GAGE RIDGE 3-10d (3" x 0.128') -
<br /> 7f 4.5° 1Z"
<br /> 4 STRAP
<br /> 5 RAFTER TO PLATE, TOE NAIL 3-16d (3 x 0.135') -
<br /> R R GRI , ALLY HIP RAFT & 4-16d (3 �' x 0,135") 1X1 PINE (TYP
<br /> 2n
<br /> 6 TNAIL 3-16d (3 " x .0135') - 1"X4•' PINE (TYP) "
<br /> IE
<br /> 4
<br /> WALL3'
<br /> 7 BUILT-UP CORNER STUDS 10d (3 x 0.1285 ) 24' O.
<br /> DRINK
<br /> -
<br /> 10d ' C RAIL
<br /> 2" U 5"x5"xj"ANGLE -
<br /> 8 BUILT-UP HEADER TWO PIECES WITH SPACER 16d (3 �' x 0.135') 16. O.0 ALONG EACH EDGE g' PLYWOOD
<br /> (2" WIDE) @ 36"
<br /> SIMPSON SD525200 WOOD 13. O.C.
<br /> 9 CONTINUED HEADER, TWON PIECES 16d (3 x 0.135') 16' 13,C ALONG EACH EDGE
<br /> SCREW @ 12"O.C. 4 4401
<br /> 10 CONTINUOS HEADER TO STUD, TOE NAIL 4-8d (2 i" x 0.113') 24. O.0
<br /> " DRILLED HOLE Et 16"x24" 2"x4"@ 16"Q.C.
<br /> 11 DOUBLE STUDS, FACE NAIL 10d (3' x 0.128') 24' ❑.0
<br /> LAG SCREW (TYP) UD WALL
<br /> 12 DOUBLE TOP PLATES, FACE NAIL 10d (3' x 0.128') - " PLYWOOD
<br /> MOISTURE RESISTANT z•' J"ANCHOR BOLT
<br /> 13 JOINTS, 8-16d (3 �" x 0.135') 16' O.0
<br /> DRYWALL W/ F.R.P. BOARD 2x4 PT SILL
<br /> 14 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL 16d (3 J' x 0.135') 16' O.0
<br /> PANELS
<br /> SOLE PEATE TO-JOIST OR CLOCRINGAT BRACEDLL 3-16d (3 x 0,1351) -
<br /> EXISTING SLAB FLOOR
<br /> 15 PANELS
<br /> 3-8d (2 x 0.117)
<br /> 16 STUD TO SOLE PLATE, TOE NAIL OR -
<br /> 2-16d (3 x 0.135')
<br /> 17 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d (3 x 0.128') - BAR SECTION
<br /> 1s TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE 2-10d (3 " x 0.128') -
<br /> NTS
<br /> AIL
<br /> 19 1' BRACING TO EACH STUD AND PLATE, FACE NAIL 2-8d (2 E' 10,113`) T
<br /> 2 STAPLES 1 t
<br /> 20 1' x 6' SHEATHING TO EACH BEARING, FACE MAIL 2--8d (2 e x 0.113') _
<br /> 2 STAPLES 1 t
<br /> 21 1' x 8" SHEATHING TO EACH BEARING, FACE NAIL 2-8d (2 � x 0.113') -
<br /> 2 STAPLES i t
<br /> 22 WIDER THAN 1'x8' SHEATHING TO EACH BEARING, FACE NAIL 2-8d <2 k x 0.113')
<br /> 2 STAPLES i '
<br /> FLOUR
<br /> 23 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d (2 x 0.113') -
<br /> 24 1' x 6' SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d (2 x 0.1131) -
<br /> 2 STAPLES 1 J'
<br /> 25 2' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d (3 ¢' x 0.135')
<br /> RIM JOIST PLEAW, T13E NAIL ( ROOF APPLICATIONS 8d <2 J' x 0.113") -
<br /> 26 ALSO)
<br /> FRP BOARD TO 48"
<br /> 27 2' PLANKS (PLANK & BEAM-FLOOR & ROOF) 2--16d (3 k x 0.135') -
<br /> EAW LAVER AS FEPH=BWS92
<br /> 28 BUILT UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS) 10d (3' x 0.128') O.C. AT TOP AND BOTTOM AND
<br /> T'MOISTURE RESISTANT DRY WALL
<br /> STAGGERED, TWD NAILS AT ENDS AND
<br /> 29 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d <3 J' x 0.1351) AT EACH JOIST OR RAFTER
<br /> CAULK
<br /> TABLE R602.3(1)-CONTINUED
<br /> FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
<br /> DESCRNTEW OF EDGES INTERMEDIATE DALTILE SEMI-GLOSS BLACK
<br /> ITEM BUILDINGS DESCRIPTION GF FASTENER (bxc)(e) (INCHES) (E) SUPPORTS (cXe)
<br /> 2"W x 6'•L x 4'T
<br /> MA ER ALS
<br /> x
<br /> WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF INTERIOR WALL SHEATHING TO FRAMING
<br /> AND PARTICLEBOARD WALL SHEATHING TO FRAMING Lo
<br /> 30 CD 6 12 (a)
<br /> F-
<br /> 31 _ 6d COMMON <2' x 0.113'),NAIL (SUBFLOOR WALL) 6 12 (g) ?G
<br /> 8d COMMON (2 kx 0.131") NAIL (RMF) Cf) � PRpCtAVE SINGLE
<br /> CAULK TILE OR CONCRETE
<br /> s"R SLOPED FLOOR TO
<br /> FLOOR DRAIN
<br /> 32 �" - t" 8d COMMON (2 k 0.131') 6 12 (g)
<br /> 33 1 - ; 10d COMMON (3' x 0.148') NAIL OR
<br /> 8d COMMON (2 k x 0.131') DEFORMED NAIL 6 12 D
<br /> S �
<br /> OTHER WALL SHEATHING (h)
<br /> L L .
<br /> 34 STRUCTURAL CELLULOSIC k GALVALNIZED ROOFING NAIL. CROWN OR 1'
<br /> FIBERBOARD SHEATHING CROWN STAPLE 16ga.. 1 J' LONG 3 6
<br /> 35 J' STRUCTURAL CELLULOSIC 1 J' GALVANIZED ROOFING NAD_. ' CROWN OR 1 3 6
<br /> FIBERBDARD SHEATHING CROWN STAPLE 16grw 1 k LONG
<br /> 36 LV' GYPSUM SHEATHING (d) 8d COMMON <2 k 0.13V> 7 7 WALL TO FLOOR DETAIL
<br /> 37 ' GUPSUN SWATHING (d) g�COMMON (E f�xx 0�1') DEFOR!ED NAIL 7 7
<br /> AT KITCHEN, BAR AND BATHROOMS NTS
<br /> WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR
<br /> UNDERLAYMENT FRAMING
<br /> 38 AND LESS 6d COMMON (2' x 0.120') NAIL OR 6 12
<br /> 8d COMMON (2 k x 0.131') NAIL
<br /> 39 t+ 6d COMMON (2 L' x 0.1311) NAIL OR 6 18 a re) ;' e_ �[r
<br /> 8d COMMON (2 k x 0.120') NAIL ' "'� J r cp_ o rvuA L l�Ce
<br /> - 6d COMMON (3' x 0.148') NAIL OR 6 12
<br /> !!
<br /> 40 1 1 ' Od COMMON (2 V x 0120') NAIL
<br /> FOR Sir 1 kr#h 23.4 wn, !.ale Per hour +�0.447 w/sl kkid m 6,696 WFo,(0A Att pe
<br /> yvilenlfls atrrreng wwwui-c Wd faarf of 0A�a(2 comms rnoA 91f I�for s laror frwft d than n"kOl Wt iwshau wt larw thoan GJ77
<br /> kids, and 100sksl far shank dlaweters of 0S4E kbdws or less
<br /> 1
<br /> C'1�' c-0 Ve A C
<br /> ( ro F'v1 C_ Viol� �`}
<br /> �1. Stapleli are 16 pope Wr'e and have a wkiMw 7/16-lKl?an doneter vcsn sldth. l 1 _
<br /> (r�: Halls shnU bQ spaced at rat Wore than 6 kwixs ort canter nt all supports where spans ore 48 ksdws or p-eater.
<br /> (aix k"aur-foot-•Yyy-6-foot or 4-fact-by not pw�els shall br applkd vertkalky.
<br /> (e7 Spadng of fastenerr rat hctuded Wlrthls table sFwil be based an Table R6023(2%
<br /> (ff For regions ha bnnsk whd speed of 110 wph nr prwnter,ed defwned (2 �' x W20') n Us shaU be used fa-
<br /> roof
<br /> dywood and wood stre�cttwal Parwl roof
<br /> shenthksg to frankip sR4� wlr�Yer� 48-krch distance fraw gable and rolls,iF Wean roof height ks wore tlwn 25 feet,I to 3�fast=k�xss
<br /> {p) Far pepksns hnvkq bask wksd speed of !00 w!*+ ar less, nails far attadsksp road s•b-uctoral panel roof dseatkd"t0 and wad frawkV shad be spaced 6 kxiies
<br /> an center Whom bask rkd speed Is pneater thon !00 hph, rwlls for attachkp Panek roof dseathbV to WWr"eaNabe su4P esFnll be spaced 6 kxhes on center for
<br /> rr*'AM 48-Msrh dlrtance frow ridges, eases and cable end sroli,and 4 triches nn center to Gable end wad
<br /> CYO. Gypxm shenthkrp ehnd cmforn to ASTM C Pd% and shaU be hatnded in accordanca Mth GA 233 sMathlnp whnU Cw,Forw to ASTM C 208.
<br /> d> Spadnp of fasteners on floor sheatddA2 06
<br /> hkg Parwks appges to P edDes be wrwbers and blorJdrp and at nd floor perkseirrs mly
<br /> Panel edges PerprndWA- to the frnwkp werobers rat
<br /> be Prnvlded a as rsqulred by other provlslona thk code. Hoar shall be asopparted by
<br /> fr•nw v ambers or sa0d btoddno.
<br /> Drawn By. DRII R E V I S I O N S DWG
<br /> �'D Ape THE HYPE
<br /> Issue Date. N0. DA TE ISSUED FOR B Y � �•"' '"'•''�.yr,
<br /> Owner: SELENA ORIHUELA AND ANGELA VINCENT 03 13 18 �� r �� ARCHITECT BAR & GRILL A-2
<br /> -+e DAVID VIZCARRA#`1
<br /> 2233 GRAND CANAL BLVD SUITE 102 Job No.: 1701 * NO. a 17693 * DAVID VIZCARRA
<br /> 2233 GRAND CANAL BLVD. SUITE 102
<br /> srocKTON, CA 95207
<br /> Checked- .de �� VIZCARRARCH@AOL.COM BP17-05836 SHEET
<br /> Design By, °F..���� (209) 610-6678
<br /> DETIALS
<br /> 2018-0615 Al THEHYPEdwg 05/3111 s S T�QCK TOI U OF 5
<br /> CALIFORIUlA
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