|
,y . . -I
<br /> I `, Isllrl{III�MM
<br /> .
<br /> . 1 . 11� 1. ' REVISIONS
<br /> . - 1. DATE BY
<br /> . 1. I
<br /> I 11 . -
<br /> . .
<br /> .
<br /> . ITS N
<br /> , I 1 . I I . I . . I . . I I I .
<br /> I �I I I . . $ pliitir� e A 1 Q 1 q5 .
<br /> I I I . �NEW 'ME�TAL ,TIRE SHOP WITH NE'W H C � . ,TOILET FOR@WALL CONSTRUCTIONI - .I I . ;
<br /> TABLE 8602.3 1 .. ReceiYied I
<br /> FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
<br /> � . I
<br /> �Ci d Za
<br /> I
<br /> 1. ITEM DESCRIPTION OF BUILDING ELEMENTSI T � ___�' H �
<br /> � I IFASTENER*""c SPACING OF FASTENERS I 1 _\4 D TAB I r!:i -ff---,A - _' R A A -1H � A . 1. II '
<br /> ROOF' .
<br /> �1'3 R I . . I I I .
<br /> � . I I � �
<br /> I � . I � . . 4-8d box 2 "x 0.113 or
<br /> 1 Blocking between joist or rafters to top plate 3-8d common(2 Y x 0.131 )or TOE NAIL .
<br /> 3 10d box(3"x 0.128')or . . .
<br /> . .
<br /> 1 . . I
<br /> i
<br /> T /^w p
<br /> 3-3"x 0.131"nail . � . 1D "�...J T l? D�:
<br /> � � �
<br /> DRAWING,
<br /> . .
<br /> I . I :
<br /> . I . .
<br /> 4-_8dboX 2�"x0.113" or .
<br /> I e 3-8d common(2 Y"x 0.1311 or Per Joist,Toe Nail .
<br /> 2 Ceiling Joist to top plate 3-1(x1 box(3"x 0.128")or
<br /> � .
<br /> " "nail I .1 . . I . I CD
<br /> � . : r).3-3 x0131 (��. JIL (O', . . . I . . I I � � .. I .� I . I . I 0 2 �
<br /> Ceiling Joist not attached to parallel rafters,laps over 4-10d box(3"x 0.128")or
<br /> 3 partitions see Section 8802:3.1,8802.3.2 and 3-16d common(3Yz"x 0.162")or Face Nail
<br /> .
<br /> P
<br /> Table 8802.5.1(9)) 4-3°x Q.i31"nails1. - - _ _._ Ci
<br /> .
<br /> �.
<br /> _-
<br /> 0
<br /> i
<br /> ,.,, ,..
<br /> t?
<br /> . , _ . : . +IC V� �y
<br /> y _ .... , N e-1
<br /> rtr .,.f
<br /> rafters eel oin# .,. _ ,, �.. .... ,
<br /> Ceiling Joist attached to parallel ra (h joint) x: �., m .rr
<br /> P .,. k�: ., fl ._
<br /> g JECT DATA ., . A
<br /> PRO ,
<br /> 8 .5.1 9 Face Nail
<br /> DRAWING INDEX :..r
<br /> Table R o2 . .,.. W Od
<br /> bfe O auJ;tyF,Stockton. u. O
<br /> 4 R .3.2andTa _._1 ..' •, . '.
<br /> see Seaton 8802.3.1 and 802
<br /> t �_:., . . ...
<br /> _. r. .
<br /> _ ti
<br /> .. .-,a ., 4} s. rrN,
<br /> _y
<br /> x. _. ?
<br /> z., ,:...,. f.
<br /> . . tu. .-,. e qv.. .. �:
<br /> . ,...
<br /> ;r , ..
<br /> 8802 5.1 9
<br /> ,. r, , . . .. .. _..
<br /> { )j
<br /> ..
<br /> SARFRAZ AHM TABIS PLA .. � . ..,,.�.��. �_, � _ ,.. , . .
<br /> PROJECT OWNER. COVER SHEET VICINITY MAP SITE „ . , x,. V
<br /> rki S aces for Off .street '
<br /> .• i.f:lcrttan o#° ,a :, . g P. .: ..
<br /> _ ._
<br /> 1 fl t 2826:,..:. .
<br /> box 3 x 0.128 1012 WELLSWO COUR -. +tr
<br /> 4 .10d ) S I EX OF
<br /> DRAWINGS ::_ ,:.
<br /> ( PROJECT INFORMAT ON,IND WIN . - ace itsery , .
<br /> ■ I c ..,Each .. ark .n . s ed for . , , .. _. - ILA
<br /> id LL c.11 t1 ,s._. ( . S P ersoas _ r v
<br /> r face nail or 1 x 20 a.ridge « i P P _ ,:. ., � q
<br /> Collar tie t0 rafter, Ya 9 g 0.148 or Face Nail each rafter
<br /> ,,... .
<br /> 3-10d common 3 x1' a
<br /> LODI CA 95240 „
<br /> 5 ( ! ' ,.,,
<br /> GODECOMPLIANCE ablk '.tie;*:,shai.t _bc. fdf"ntlfied by a reflectorrzed s , .,
<br /> strap to rafter 4-3"x 0.131"nails �'
<br /> L y i#l, c,t s -0 .- M
<br /> . aneh.tf ostcd lrnmtdfa.tety ad scent to and ! Z % (D
<br /> sf ai �perut P
<br /> .
<br /> . li Y f
<br /> .,
<br /> m"cath sC;111 or : ace conslstln of r 1
<br /> 5 r .,, e;.::f ro S ,+ a ro f f t e r+ „1 .. :. :. ,;; �/� 0
<br /> 3 16d box Watts 3Yz x013 )a i e 2662 N.WILSON WAY FLOOR PLAN y.{:�{bl ,. P 8 p -- . .,,.,
<br /> ( 2 toe nails on one s d :.. :: . ::: ::
<br /> « PROJECT LOCATION. ? ti/1 I- O
<br /> n n t 1; � O
<br /> ails 3x0.148 Al of a whoalchair with occu a # i white on t , ata... .:
<br /> 3 i 0d common n ( and 1 toe Hari an opposite STOCKTON,CA 95205 ELECTRICAL FLAN BRACE WALL v,I cPr p dark blue - n ,. „0 �^
<br /> Rafter a roof truss to late a PP
<br /> _ k. . d O :C N "�
<br /> 6 r p
<br /> . or side of each rafter or &ELECTRICAL NOTES 4 kg ro u n d. The sign shall not b e smaller than 7 0 square ,; : >7�gg .. y �.., ' , h ,' ' 04 vet � pro ''``
<br /> « 3 - $ �, U V
<br /> 4-10d box 3 x 0.128 or
<br /> ( truss iaGyt;hes in area and, when is a path of travel, shall be [�
<br /> ` f[ . #t. a ., PQ `t e r
<br /> 3-3°x 0.131"nail = 11M
<br /> PROJECT DESCRIPTION. NEW METAL TIRE SHOP o s t e d a t a m i n i m u m .h t i h t o f &0 i a c h e s fro six
<br /> P g m the bottom of ;,- , . ., " ' ?,;� - ;, ve !_ tD
<br /> " WITH{N}HIG TOILET ,,�I F" r.
<br /> ..the si n to the arkin s ace finished rade. Sia ° �`" eel' "
<br /> 4-16d 3 x 0.135 or XTERIOR ELEVATIONS 8 P 6 P 8 g s m a y also i `; t►+ s
<br /> A ^ SITE ~ �+
<br /> a on 3"xor or "��` _____ be centered on the wail at the' interior end of the parking � " m _� - nm . °�� " H
<br /> V t.�i�
<br /> 3-10d common( "} TOE NAIL P 8
<br /> _ o x .128 or _:. _ s act at a minimum .htr ht. of 36 inches from % .f ..� . ve ,t�'
<br /> 4 10db x(3 0 - __ P B the parking ..ale `
<br /> 1' 1, DESCRIPTION OF USE. .: , . , . . COMMERCIAL
<br /> Roof rafters#o ridge,valley or hip rafters or roof
<br /> ;� i
<br /> 4 3x0.131 nails space finished grade,' ground or sidewalk. S aces cam 1 in abs . -
<br /> FOUNDATION FLAN P. P Y 8 '� 1 .
<br /> 7 w' d ,
<br /> n " C+ 1 rth Scctro 3107A(b}Z shall have 'aa additfaaal si n statin .
<br /> rafters to minimum 2 ridge beam _ _ ' S 1 g g
<br /> 9 3 16d 3 Y x 0.135 or - 0-330 000 ROOF FRAMING PL "
<br /> { z "} APNA • . . . . . , . . . . . . . . • 117.06 ,.
<br /> 2-10d common(3"x 0.162')or TOE NAIL FOUNDATION DETAILS
<br /> Van Accessible mounted below the symbol of accesslbllit1. ,Global e � � :, <1y �
<br /> . 1.Y
<br /> 1.
<br /> 'y_�„ yp ��+j
<br /> 3 10d box T x 0.128`)or ZONING DISTRICT. CG
<br /> N'
<br /> . An add tlonal ss n : .
<br /> 3-3"x0.131 nails i shall also be osted rn9. Ya, °;
<br /> 8 p a conspfcuous +a
<br /> ch a uo k; ,
<br /> LL CONSTRUCTION TYPE. . . . . VB place at ea ntrance to off-street parking facilities or
<br /> WA FRAMING SECTIONS P 8 ,�,
<br /> +. CO,GREEN;n
<br /> . immediatel ad acent .
<br /> 11 Y j to. and visible .from each. stall or. � - .:. -
<br /> SZ FRAMING DETAILS o p'
<br /> 18d common 3 x 0.162 o.c.face nail . . ro
<br /> ( Yz "} 24
<br /> NO .
<br /> PRINKI.ER SYSTEM. :� 4,'s.' RE ..i. . `INC .''
<br /> S s ace. the sr n shall not ba less than 17 inches b 22 '; - .
<br /> 8 Stud to stud not at braced wall panel)
<br /> . SECTION DETAILS P 8 Y . VM iie'i-I
<br /> ( - I n c h e a i ze w' ab ams aric'. f k
<br /> « s i s with
<br /> lettering not less than I Inch in i Cdiphonea a "" . ,,. _. .,7
<br /> 10d box(3 x 0.128")or 16"o.c:face Wall OCCUPANT LOAD. 11 •sem
<br /> . _ 1 ; TITLE PAGE
<br /> height, which clearly and conspicuously states thes. : ;:, �'f .
<br /> 3"x 0.131"nails SEE CALCULATION1 g Y P Y 1 .-
<br /> . fol.lowin
<br /> " " Or n �"�; .. ,
<br /> 16d box 3} x 0.135) 12 o.c.face nail CODE COMPLIANCE: tr t ,.;
<br /> { STORIES. ONE h
<br /> r : . "
<br /> II
<br /> x 0.131 naris � .
<br /> Interesting wall 3 .., _,--,, „ f N .
<br /> Stud and abutting studs at in
<br /> 9 Stu #o stud a 9
<br /> � ,
<br /> g _�___.___•__ _ THIS PROJECT SHALL COMPLY WITH THE ' },(�
<br /> Unauthorfzed va icl �.,, . .
<br /> _� h es : arked in deal Hated accessible .lig .. : . _
<br /> corners at braced wall panels) may.
<br /> ( P ) I I o.c.face nail , __ _ , � .
<br /> J
<br /> « ' Ire-ate.+
<br /> - __ ENTIAL CODE CRC s acts not d I a; l a N a-:
<br /> 16d common(3Y x 0.162') _ T- 2019 CALIFORNIA RESID !( ) P P Yoh -fit I u-i+sfi to
<br /> _. ,,-'3 w� s s £T,...
<br /> �__. i' , P g +a$ g--placards wr -
<br /> Z�- license Iatcs x �* . t ' f '�
<br /> . « p issued for ersoas with disabilities fi . : ;: .: ti
<br /> common 3 x 0.162 16"o.c.each ed a face nail 1 F. 2019 CALIFORNIA BUILDING CODE,(CBC) P 0 � ,� „ ,,:,
<br /> 16d ( Yz 9 LOT AREA. I ,404 S. UV1t"['haC3 + . . m .. - 9..
<br /> may be towed aV.
<br /> way at owner s exptnse. Towed vehicles i y,X
<br /> <,.„e-
<br /> N a « ..., , �.,..r
<br /> s acer RICAL CODE CEC /
<br /> 1Q Built-up header 2 t0 2 header with Y P ) HOP F 2019 CALIFORNIA ELECT ,( ) .. . tf fi,,�_ .; ....'. :,: .
<br /> B t up head ( N EXISTING MECH.S Wi 744 S. , m a b e reclaimed-a t __ __ o r + �'' s2_.r
<br /> N 12 o.c.:each edge face nail
<br /> . Iii
<br /> Y -------- by telePhoaing--------• ,z,:> ':. : V : ; ,a :"W';
<br /> 16d box(3 Y x 0.135) ; .
<br /> h
<br /> , t• .
<br /> OFFICE!WAITING ROOM 2019 CALIFORNIA GREEN BUILDING CODE,(CGBC) - .
<br /> . _
<br /> L.
<br /> 5-8d box(3"x 0.113")or. NEW METAL BUILDING 35X30: 1,050 S.F. ,
<br /> { ) 20i9CALIFO]tNIAMECHANICALCODE,(CMC) Blank spaces are to be filled in with appropctate
<br /> N __ " Toe nail C TOILET 1 I --4 - _ - I I . . 0 ,
<br /> 11 Continuous header to stud 4-8d common(2y x 0.131 )ar
<br /> H/ S S.F.
<br /> --�� information as a ermanent gUJ n i:;7 ,
<br /> 4-10d box(3"x 0.128)
<br /> 2019 CALIFORNIA PLUMBING CODE,(CPC) P part o f the s i n..
<br /> . 1ed common(3Yz"x 0.1621 16"o.o.face nail 2019 CALIFORNIA ENERGY CODE,(CEG}
<br /> - - .. N
<br /> - - - - -
<br /> 2019 CALIFORNIA FIRE CODE,(CFC) «...'� t
<br /> 12 Top plate to top plate 10d box 3"x 0.128 or « _...,..
<br /> ( "? 16 o.c.face nail 2019 CALIFORNIA REFERENCED STANDARDS ( � "''
<br /> 3"X 0.131"nails v J GN,
<br /> " 162" or . (ORDINANCE FROM CITY OF STOCKTON) VI C'N ITY MAP ---
<br /> 8-16d common{3Yz x 0 ) r
<br /> Double to late splice for SDQ A t�with seismic _ "x 0.135 or _ .
<br /> . ('�
<br /> p P P 12 16d box(3Y '� _ 1 ' -- i#�
<br /> Face nail on each side of endC)
<br /> braced wall line spacing<25' 12-I Od box(3"x 0.1.28')or - __ _ .. _. ._
<br /> . " - -
<br /> " joint minimum 24 la s lice
<br /> 13 12-3 x 0.131 nails I { P P
<br /> Double top plate splice SDC, 1%,R,or Lund
<br /> length each side of end joint] ' - li2
<br /> 12-16d (3Yz"x0.135' . I . 0 j)
<br /> braced wall line spacing <25 .# . .t. � . 4< , Li- i .
<br /> FAt3E 209,I I � . I I . � . . . . I : I I . I . I I � . . . . I I tige M oqq,g;o t Lp t W, I i 0
<br /> M `st##t. K'tlkC`trlF�I Z n I U
<br /> 2019 CALIFORNIA RESIDENTIAL CODE .1 I .
<br /> �.; Etf�t�r"
<br /> __
<br /> . WALL CONSTRUCTION .�,�..
<br /> . WALL CONSTRUCTION 1 -continued - W
<br /> TABLE 8602 3O ,
<br /> TABLE R602.3(i)-continued i
<br /> - ., r �.=
<br /> < �_
<br /> FASTENER SCHEDULE FASTENER SCHEDULENU AND TYPE M I ��
<br /> - -21'. " ll... 1.1....
<br /> DESCRIPT{ON OF BUILDING ELEMENTS �D- SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS FASTENER a,bc _7 SPACING OF FASTENERS `-"
<br /> ITEM FASTENER :`Al `�O . . U
<br /> I`/\/�\/y
<br /> . FLOOR / N - c, \� ._ 0 ! V
<br /> ROOF ..,: V_ 1b � (�
<br /> 3-16d box(3iY"X O.i 35")or �-+"--
<br /> 16d common 3Yz"x 0.162') 16"o.c.face nail Blind and face nail t� 01of { � �
<br /> and joist or { 24 2'subfloor to joists or girder 2-16d common 3 211 x 0.162 . � \ 1
<br /> Bottom plate to joist,rim joist,b J ( I�kMP -•' + ` FLL
<br /> 14 e1 n „ ". 41 r15 .
<br /> blocking(not at braced wall pan ) 1 Od box(3 x 0.135)or 12 o.c.face nail
<br /> 3-.16d box(3� x.0.135')or � - y 1
<br /> 3"x O.i 31"nails 25 2' tanks lank&beam-floor&roo " At each bearing,facei►atl - y
<br /> P (P 2-16d common(3Y x 0.1621 if ' . - GAS ME E`ER ". I ..,
<br /> . 3 each 16"o.c:face nail 1'
<br /> � 0 I
<br /> 3-16d box 3. x 0.135`}or mon x 0.162 or . -tr` .
<br /> ( 3-16d tom ( ) ::
<br /> Joist or n 1 .
<br /> late to gist nm oast band 11 a nail
<br /> Bottom p joist, 1 J _ ar 2 each 16' o.c.fat _ � <
<br /> 2 16d common � x 0.162) � 4-10d box 3"x 0.128 or � _ _. /�
<br /> 15 ( s ( � ', , .... . -•-;. 22' Nit `� �' �--�-- 0 i( 1
<br /> « 26 Band or rim joists to joist I End nail _ ti,••J
<br /> blocking.(not at braced wail panel) 4=3"x 0.131"nails' 4 each 16 o,c.face nail J
<br /> 1 4-3"x 0.131"nail;or 37-1" . Z i U ,
<br /> " y ,; ' (E)SE i BACK: • .
<br /> 4-3 x 1.4 ga.staples,/e crown \11 � 1,
<br /> d box x O.i 13 or FJOSTtNG �'"'...
<br /> 4-8
<br /> b
<br /> Nail each layer as follow:32"o.c. �
<br /> . 3-16d box(3Y"x 0.1351 or I 20d common(411 x 0.192')or .
<br /> common "x 0.131" or . Toe nail at to and bottom and ata Bred s STOR�AGi±': 0,� 4''
<br /> d a .
<br /> . 4 8 {2Y )
<br /> 4-10d box 3"x 0.128 or 10d box 3"x 0.128" or . 24"o.c.face naii at top and bottom f+wt?rs i6} ` io a
<br /> to or bottom plate to stud n « .
<br /> -21 pn
<br /> 16 P- 4 3 x 0.131 nails 3"'x 0.131"nails staggered on opposite sides I � . FA"VF-VF- P ,O JECT
<br /> 27 Built-up girder and beams,2-inch lumbo Of-- _ -
<br /> " 135 or "a -
<br /> 3-16dbox(3y x0 i
<br /> foyers 40 t c
<br /> 2-16d common(3Y"x 0.1621 or End nail
<br /> And. ` ...:.::� y31 ,y `, oFFIOE`"��: .., .:�,_. _�-' `� INFORMATION
<br /> « r 2-20d common(4"x 0.1921 or Face nail at ends and at each splice V . \' .
<br /> 3-1 Qd box(31 x 0,128`)
<br /> a � °� t � '� ION
<br /> "x 0.131"nails 3-10d box(3"X 0.128')or . . ,+ �j.p .
<br /> 3 3
<br /> .N 29.66''- \
<br /> . 3-3"x0.131"nails .
<br /> , K d�
<br /> 4
<br /> " 0
<br /> 0.128" r .,
<br /> . 3 10d box(3 X ) « (E)SETBA ,, 4` ;� r_:Y. .
<br /> Z'Ot icer� \\Y, J
<br /> exsections 2-'16d common 3J2"x 0.1621 or Face nail 4.16d box(3Y x 0:135' or .I
<br /> 17' To late,laps at corners and Int ( jtlritt7�WAyc
<br /> P P `Y,
<br /> 3-3"x 0.130 nails 28 Ledger strip supporting joists or rafters 3-16d common(3Yz"x 0:162°)or At each bearing,face nail
<br /> ox 3"x 0.128' or � �r ,N 1 . Q
<br /> 3-10db ( ) - .
<br /> 3.8d box 2Y2 x 0.113')or
<br /> . .. . . - f"'
<br /> ( 4-3 x 0.131 Waits (N)SETBACi % i ... ,
<br /> . 2-8d common(2Yz"x 0.131')or Face nail •
<br /> 18 1"brace to each stud and late « 1 N 1 - � / , , `` \ -, �"�
<br /> P 2-10d box(3 x 0.128)or 2 10d 3 x 0.128 Each end,toe naii _
<br /> 29 Bridging to joist ( )
<br /> " NEW WORKSHOP
<br /> . 2 staples 13/4T_Sop I H 40
<br /> . Ni PTAL/ 4�r*,'eicvw
<br /> - ' ';
<br /> ox "x0.113 or _ _3-8db 2Yz ) `, I( .. ., UiLDIN A �: W
<br /> N - - - 2--8d common(2Y2"x 0.131')or Face nail - :SPACING OF FASTENERS - - -' - , - - - :.
<br /> 19 1 x 6 sheathing to each bearing _ 11 NUMBER AND TYPE M p .
<br /> 2 10d box 3 x 0.128 or REM DESCRIPTION OF b c x^ \� t l'� �'f GttE
<br /> . ( Intermediate N SETBAC
<br /> rown 16 a. 1%"ion BUILDING FASTENER edges{inches) { }
<br /> 2 staples,1 c g , 9 supports pnches}. � _
<br /> F
<br /> . t s r .. � �� ', 0 Q
<br /> . " .. - ..
<br /> x 0.113 or, Wood structural panels,subfloor,roof and Interior watt sheathing to framing and particleboard wall sheathing to -r ._ ,
<br /> �' ,�( tV
<br /> 3-8d box(2Yz '� sae Twble 8602.9{9 for wood structural panel exterior wall sheathing to wall ftamingl - / Q
<br /> " ) t Q
<br /> 3-8d common(2Y x 0.131)or [ 0 ��� < _
<br /> ' fit,. $ pf �11
<br /> 1. I . 3-10d box 3"x 0.1281 or -
<br /> ( 1 fid common(2"x 0.113')nail (subfloors wail) f �k ,> . ,_ � � �� � �� C'7
<br /> . 3 staples,1"crown, 16 ga., 1 Va"long 30 fie'_Yz' 8d common(2W x 0.131') nail(roof) 6. i 2 . 1 t ., [ Z
<br /> P
<br /> 20 1"x 8"and wider sheathing to each bearing " Face nail O W < I
<br /> Wider than 1 x 8 1 1' f 1 I V t , ,. 0 d
<br /> 4-Sd box 2Y"x 0.113 or 3/ ty.-1N 8d common nail(2Y2 x 0.131) 6 12 m-- qt 9� 1 1. W % ., 0
<br /> ( z ") 1.
<br /> 3-8d common( "x 0.131")or ,
<br /> 10d common 2"x 0.14811 nail;or 12.I : . �=Jco ru t1 / .. N � a
<br /> 3-l Od-baX(3"X 0.128 Or, 32 1}� -lY n "u
<br /> 4 staples, 1"crown i 6 a. 1 "Ion 8d ( x 0.131 )deformed Waif
<br /> FLOOR I other wait sheathing .' . .
<br /> Z 'P
<br /> . " I � _
<br /> 4-8d box 2� x 0.1131 or r ,1 I -� �c5'rH'G�_�C[ai:J t�K �___ - ` 5-D AR F••
<br /> ( V structural cellolosic fiberboard 1Y galvanized roofing nail,/fi .head 3 6 ... "ETaJ► � ti� c,s s� UJ
<br /> 3-8d common( 211 x 0.131")or Toe nail 33 sheathing diameter,or 1"crown staple 16 ga., 1Ya"long -' V �4• x � ^' 0
<br /> 21 Joists to sill,top piste or girder 3-10d box(3"x 0.1281 or
<br /> 3 staples, 1"crown 16 a., 13Ya"long 'y "structural cellulosic fiberboard 1 a" alvanized roofing nails%e'head 71.65' � '`' U C '�
<br /> P i 9 /32 9 N " 3 6 � ( �""! a
<br /> 8d box( "x 0.131")or 4"o.c.face nail
<br /> g ameter,or 1 crown staple 16 ga.,iY long .
<br /> Rim joists,band joists or blacking to silt or top
<br /> sheathing d -27 19 W
<br /> 22 35 Yr' Yi„galvanized roofing nail,staple galvanized,
<br /> Z Cl) N co Q
<br /> gypsum board 7 7 /30/ � � I J
<br /> plate(roof applications also) 8d common(2Y"x 0.131")or 1y long; %"screws,Type W or S
<br /> . I Od box(X x 0.128')or 6"o.c.face Wali .
<br /> IX-1 galvanized roofing nail,staple galvanized, 1 . est Ocie
<br /> . 3"x 0.131'nails 36 fie'gypsum board 7 7 _ 1
<br /> c��r
<br /> I
<br /> . i%n long; I&screws,Type W or S I'll . DATE -
<br /> 3.8d box 2Y"x 0.1131 or .
<br /> 10.2
<br /> ( W d structural panel,combination subfloor underlayment to framin •f"
<br /> 2-8d common(2Yz"x 0.1311 or
<br /> " " bfloor or less to each oist " Face nail , . .
<br /> 23 1 x 6 su I 3-I Od box(3 x 0.1281 or 6 'deformed(2"x 0.120') nail;or -. .
<br /> 37 �i and less 6 12
<br /> . 2 staples, I"crown, l6 ga., IW long 2 common(2Yz"x 0.131') nail pe
<br /> LE V
<br /> . 1W-l' .6d common(2Y"x 0.131")naii;or 6 12 SCA . NOTED
<br /> . -. . . 8d deformed(2Y"x 0.120")nail "�
<br /> 10d common(3"x 0.148")nail;or
<br /> 6 12 : I .
<br /> .
<br /> ii
<br /> . .
<br /> 39 iX 1Ya 8d deformed(2V1 x 0.120")nail .
<br /> . �wry __.,,_ , -
<br /> . "1,
<br /> . . 11 . (continued) 4,' _ .
<br /> (continued) 11 11I C 1. .
<br /> SITE PIiN 1 , 20 _ 0
<br /> . - .
<br /> 1.
<br /> 1 .
<br /> 11 � �� I . I . .J
<br /> _ I
<br /> -
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