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<br /> DATE BY
<br /> SITE PLAN
<br /> TABLE 8602.3{t} WALL CONSTRUCTION N'E'W ME "AL "IRE SHOP WITfl NEW fl C TOILET a Application 9 M
<br /> FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
<br /> R D P M Received �+�� .-
<br /> 17EM DESCRIPTION OF BUILDING ELEMENTS FASTENER a,b,c SPADING OF FASTENERS
<br /> ROOF
<br /> 4-8dbox(2y"x0.113")or AD IE3 -
<br /> 1 Blocking between joist or rafters to top plate 3-8d common(2)z"x 0.131') or TOE NAIL ` �7�� /'�
<br /> 3-3"x 0.131"nai0.f28")or 1012
<br /> ( DRA r 1' IN17 B 4-8dbox(2X"x0.113")or
<br /> 2 Ceiling Joist to top plate 3-8d common(2 Y"x 0.131") or Per Joist,Toe Nail
<br /> 3-3"x0.131"nail f [
<br /> �� --
<br /> 3- 10d box(3"x 0.128')or 11 CD
<br /> 'M
<br /> Ceiling Joist not attached to parallel rafters,laps over 4- 10d box(3"x 0,128")or m
<br /> 3 partitions (see Section R802.3.1,R802.3.2 and 3- 16d common(3Y"x 0.162")or Face Nail W
<br /> Table R802.5.1(9)) 4-3"x 0.131"nails
<br /> Ceiling Joist attached to parallel rafters(heel joint) PROJECT DATA: z , �e.'
<br /> 4 (see Section 8802.3.1 and 8802,3.2 and Table Table 8802.5.1(9) Face Nail DRAWING INDEX + -� -- *a 3 {� A Cy �y t!a ty U
<br /> car ae,.ler
<br /> �' uSHd � a .
<br /> R802.5,1(9)) lata!of Strickton i W u? ..:
<br /> PROJECT OWNER. . . . . . . . SARFRAZ AHMAD TABISH COVER SHEET(VICINITY MAP,SITE PLAN) '1 ' ••J
<br /> 4- 10d box(3"x 0.1284)or 1012 WELLS WOOD COURT g P
<br /> �S PROJECT INFORMATION, INDEX OF DRAWING (e} Identification of Parkin Spaces for Off-street H '�
<br /> 5 Collar tie to rafter,face nal[or 1 Ya"x 20 ga. ridge 3. 1O common 3"x 0.148 or Face Nail each rafter � rt't '1t 2e20
<br /> strap to rafter ( LODI, CA95240 Parking Facilities. Each parking space reserved for persons _
<br /> 4-3"x 0.131"nails ,CODE COMPLIANCE E � 1 ,,,� U)
<br /> with disabilities be identified by a reffectoriud
<br /> sign permanently posted immediately adjacent to and ago
<br /> 3- 16d box nails(3Yz"x 0,135")or 2 toe nails on one side PROJECT LOCATION. 2662 N. WILSON WAY FLOOR PLAN visible from each s t a 1 l o r s p ace, c o n s i s t i ti g o f a p ro f i l e °� -, .�
<br /> 3- 10d common nails (3"x 0.148") . . Al r p 0
<br /> 6 Rafter or roof truss to plate and 1 toe nail on opposite STOCKTON,CA 95205 ELECTRICAL PLAN,BRACE WALL, view o f a w h e e t c h a i r with occupant 1 n white o n dark blue f zzay
<br /> or zs,c
<br /> side &ELECTRICAL NOTES background. The sign shall not be smaller than 70 square
<br /> �
<br /> 4- 10d box (3"x 0,128")or Q ,-- � � N =_
<br /> truss �] rlr�
<br /> 3-3"x 0.131"nail PROJECT DESCRIPTION. . . . . . NEW METAL TIRE SHOP inches to area and, when in a path of travel, shall be ^ y1 ~ EL
<br /> WITH(N)HIC TOILET posted at a minimum height of 80 inches from the bottom of .�j
<br /> 4 16d (3Y2'x 0.1350)or A' i
<br /> 3- 1 Od common (3"x 0.148')or TOE NAIL XTERIOR ELEVATIONS the s i n to the a r k i n r zaon „� H
<br /> ;E g P g `s-pace finished grade. Signs may also SITE
<br /> � � . : A� n1�-v . r '� �, �
<br /> ,.- �r, � _. be centered on the wail at the interior end of the parking
<br /> .. • "'� `+
<br /> cc
<br /> 4- iOdbax (3"x0.128'7 or . - ai/ f'• �.- space at a minimum height of 36 inches from the
<br /> �. y
<br /> Roof rafters to ridge,valley or hip rafters or roof 4-3"x 0,131"nails DESCRIPTION OF USE COMMERCIAL t '' g Parking
<br /> 7 space finished grade ground or sidewalk. Spares complying
<br /> rafters to minimum 2"ridge beam " FOUNDATION PLAN P
<br /> 3-16d (3 Y x 0.1351 or APN# 117-060-330-000 � � ROOF FRAMING PLAN with Section 3107A(b)2 shall have an additional sign stating
<br /> 2- 1Odbcommon
<br /> "x0.1 x0,162"}or TOENAIL FOUNDATION DETAILS "Van-Accessible" mounted below the symbol of accessibility. Global e
<br /> 3- t Od box (3"x 0.128")or ZONING DISTRICT. CG
<br /> 3 3"x 0.131"nails 9 � •� � �
<br /> rorttit, Lh
<br /> An additional sign shall also be posted in a conspicuous
<br /> ;M1s
<br /> WALL CONSTRUCTION TYPE. VB p +�
<br /> ��tt�} FRAMING SECTIONS Place at each entrance to off-street parking facilities, or
<br /> 16dcommon(3Y"x0.162") 24"o.c.face nail S2 FRAMING DETAILS immediately adjacent to and visible from each stall or ! fi GO GREEN
<br /> SPRINKLER SYSTEM. NO s ��° GO GRLING INC
<br /> S Stud to stud (not at braced wall panel) SECTION DETAILS pace. The sign shall not be fess than Ifi inches by 32 r '
<br /> 10d box(3"x 0.128"}or 16"o.c.face nail OCCUPANT LOAD
<br /> Inches in size with Tettering not less than I Inch in �, s� VMobileHome ark r ;
<br /> 11 �. Cell phc�7e store
<br /> 3"x 0.13 1"nails (SEE CALCULATION) height, which clearly and conspicuously states the
<br /> 16d box 3y"xQ.135" or
<br /> fol-lowing: ; TITLE PAGE
<br /> { ) 12"o.c.face nail STORIES ONE CODE COMPLIANCE:
<br /> 9 Stud to stud and abutting studs at interesting wail Jx
<br /> 3"x 0.131"nails x�. e
<br /> y $p. THIS PROJECT SHALL COMPLY WITH THE 'Unauthorized y I
<br /> corners (at braced wall panels) - rtj}=I'�'( C�. y[f .,
<br /> 16dcommon(3Yi`x0,162") 16 o.c.facenaii _ vehicles parked in designated accessible
<br /> __ _- 1 { . ._QIt•'r_ 2019 CALIFORNIA RESIDENTIAL CODE,(CRC) spaces not d isplay443g-4.4t•I4gU4,$-hi$g--placards -or ` - `' �, f
<br /> e`GA T••-• r +r
<br /> " " f6dcommon(3Yz"x0.162") 1611 o.c.each edge face nail LOT AREA, 11,400 S.F. 1WATIRs, 2019 CALIFORNIA BUILDING CODE,(CBC) license-plates issued for persons with disabilities
<br /> 10 Built-up header(2 to 2 header with Y, spacer) EXISTING MECH. SHOP Wl 344 SX, 2019 CALIFORNIA ELECTRICAL CODE CEC may be towed away at owner's expense. Towed vehicles
<br /> 16dbox (3Y"x0,135')
<br /> 12"o.c. edge face nail °{ ) may be reclaimed -at or telephoning r- ,
<br /> OFFICE%WAITING ROOM ------------ y p g__-_____. � � ,; G..
<br /> 5-8d box(3"x 0.113') or 2019 CALIFORNIA GREEN BUILDING CODE,(CGBC) � "zade
<br /> NEW METAL BUILDING (35X30). 1,050 S.F. 2019 CALIFORNIA MECHANICAL CODE, CMC
<br /> 11 Continuous header to stud 4-8d common(2Y"x 0.131"') or Toe nail (N)H,'C TOILET S'X9" . . . , . . . . 45 S.F. ( ) Blank spaces are to be filled in with appropriate 0
<br /> 4- 10d box (3'x 0.128') 2019 CALIFORNIA PLUMBING CODE,(CPC) information as a permanent part of the sign. � --.._ f ('"\
<br /> 16d common(3 Yz"x 0.162') 16"o.c.face nail 2019 CALIFORNIA ENERGY CODE,(CEC) r i� UJ - `„} 1 z
<br /> 12 Top plate to top plate Iod box 3"x 0.128" or " 2019 CALIFORNIA FIRE CODE,(CFC)
<br /> ( ) i 6 o.c.face nail
<br /> 3"x 0,131"nails 2019 CALIFORNIA REFERENCED STANDARDS
<br /> Double to late splice for SDC: A-[with seismic 8- 16d common(3Y"x 0;162")or (ORDINANCE FROM CITY OF STOCKTON) VICINITY
<br /> p p p 12 16d box(3y x 0.135)or MAP /�..
<br /> braced wall line spacing <25' 12-10d box(3"x 0.128"}or Face nail on each side of end
<br /> 13 12-3"x 0.131"nails joint(minimum 24"lap splice
<br /> length each side of end joint) r
<br /> Double top plate splice SDC, Q,Q,or g and 12 - 16d (3 Yz"x 0,135")
<br /> braced wall line spacing <25 _T j�
<br /> �y 0
<br /> ar
<br /> 2019 CALIFORNIA RESIDENTIAL CODE PAGE 208 y�►{tri o� tJI.THEKj �,>;4<AG�At. - rcvve� �� [ t
<br /> M ["ptV>r& r� � !`f�/03� �It7 t
<br /> WALL CONSTRUCTION WALL CONSTRUCTION _150"
<br /> TABLE R602.3(t) continued TABLE 8602.3(1}-continued - tt Mo
<br /> FASTENER SCHEDULE FASTENER SCHEDULE �"---t
<br /> ._.._
<br /> U B AN PE M ITEM DESCRIPTION OF BUILDING ELEMENTS NU aD TYPE M -l'` t' �,, 21'-4"
<br /> ITEM
<br /> DESCRIPTION OF BUILDING ELEMENTS FASTENER''b'0 SPACING OF FASTENERS FASTENER '' SPACING OF FASTENERS _-'�i$UIt11� 1 ' bt61
<br /> 8001+ FLOOR
<br /> t l�'
<br /> 16d common 3y"x 0.162') 16"o.c.face nail 3-16d box(3Y"x 0.135")or � �,,,� 0 0
<br /> �
<br /> Bottom late to joist, rim joist,band joist or ( 24 2° subfloor to joists or girderBlind and face nail i� Vii L.L...J
<br /> 14 P j jo J � 2-16d common{3Yz x 0.1621) M ,'�.:_ 5
<br /> blocking(not at braced wall panel) Iod box(3"x 0.135") or 12"o.c.face nail
<br /> 3-16d box(�"x 0.135")or ,
<br /> X x 0.131"nails 25 2" planks (plank&beam-floor&roof) " At each bearing,face nail per, � ""'�
<br /> LU C)
<br /> 2- 16d common(3y x 0.t 62') `
<br /> 3- 16d box(3Y"x 0.135")or 3 each 16°o.c.face nail e + {
<br /> Bottom plate to joist, rim joist,band joist or 3-16d common(�"x 0.162`")or i r.�} S�'F-? tr. lith GAS An TER I 1
<br /> 15 2- 16d common (aYz"x 0.162") or 2 each 16"o.c.face nail .._ .!
<br /> blocking(not at braced wail panel} 26 Band or rim joists to joists 4- 10d box(3"x 0.128')or , -, ,
<br /> C) 0
<br /> 4-3 x 0.131 nails 4 each 16"o.c.face nail 4-3"x 0.131"nail;or End Hall 22 .� ��
<br /> 4-8d box(2y"x 0.113") or 4-3"x 14 ga.staples,Y16"crown { 30'-1" (E)SE I BACK
<br /> 3-16d box(3y"x 0.135")or Nail each layer as follow:32"o,c, ~4
<br /> EXISTING
<br /> 1" or Toe nail 20d common(4"x 0.192')or SETBACK
<br /> 4-8d common(2Y x 0.13 ) at to and bottom and staggered
<br /> STORAGES{ Q
<br /> 4- 10d box (3"x 0.128"}or „ r ` nt �
<br /> 16 top or bottom plate to stud 4-3"x 0.131"nails 10d box(3 x 0.128)or 24 o.c.face nail at top and bottom fif.tt?rs l� , N !�,
<br /> 3"x 0.131"nails staggered on opposite sides • eS�•
<br /> 3-i6d box 3y"x 0.135")or 27 Built up girder and beams,2-inch(umber - -
<br /> PROJECT
<br /> 2- 16d common(3Yz"x 0.162")or End nail layers And: p�
<br /> I It _ INFORMATION
<br /> 3- 10d box(3"x 0,128')or OFFICE`'
<br /> 2-20d common (4"x 0.192")or face nail at ends and at each splice �- `„- � i ,-
<br /> 3-3"x 0.131"nails 3- 10d box(3"'x 0.128")or �t .`
<br /> 3- 10d box(3"x 0.128) Or 3-3"x 0.131"nails ,N 29.68' I
<br /> K Qy>r
<br /> 17 To late,laps at corners and intersections 2- 16d common 3Y"x 0.162" or Face nail (E}SETBA :°,; -apt t.
<br /> Top p ( ) 4- 16dbox(3Y"x0.i35)or W
<br /> 3-3"x 0.13"nails 28 Ledger strip supporting joists or rafters 3-16d common (3J2"x 0.162")or At each bearing,face nail \ tbtl�tWWAI* J
<br /> 3-8d box(2Yz"x 0.113") or 3-10d box(3"x 0.128')or
<br /> 2-8d common (2y"x 0.131") or Face nail 4-3"x O.t31"nails N SETBACK
<br /> 18 1"brace to each stud and plate 2-10d box (3"x 0.128")or 2-10d 3"x 0,128' Each end, e nail ` -' �( ) / Co
<br /> 29 B:idg ng to joist ( ) E h e ,to a M
<br /> 2 staples 13/4" Q EW WORKSHOP t CffAl !.r Nl Il Z
<br /> 3-8d box(2Y"x 0.113") or ( ,gyp
<br /> 2-8d common 2Y"x 0.131° or r � � METAL/ "'�,,
<br /> 19 V x6"sheathing to each bearing ( ) Face nail 2 li; On �h-� p
<br /> 2- 10d box(3"x 0,128'1 or TEM DESCRIPTION OF NUMBER AND TYPE M SPACING OF FASTENERS UILDlN 1 i 'f LlrtE UJ
<br /> a,b,c intermediate t
<br /> 2 staples, 1"crown, 16 ga., 13/a' long BUILDING ELEMENTS FASTENER ) ,
<br /> Edges{inches � (N}SETBAC .- "� :'1f1�`�'D+#�L� (�
<br /> supports(inches) Q
<br /> 3-8d box(2Y2"X 0.113") or Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing y �.r \ , C> Q
<br /> 3-8d common (2)z"x 0.131")Or [see Twble R602-3(3)for wood structural panel exterior wall sheathing to wall framing]
<br /> 3- 1 Od box 3"x 0.128 or � • /
<br /> ( 16d common (2"x 0,113') nail(subfloor,wall) f ��. ' t CL ��` U-) Q
<br /> 3 staples, 1 crown, 16 ga., 1 long Ye' Y' 8d common(2Y"x 0,131") nail (roof) 6 12 [ I
<br /> 20 1"x 8"and wider sheathing to each bearing Face nail J`
<br /> Wider than i"x 8" r 11�
<br /> 4-8d box(2y"x 0.113') or 31 '�3z' - 1' 8d common nail(2Y2"x 0.131") 6 12f Q- Z t V'r`/ l < t
<br /> 3-8d common(2Yz"x 0.131')or � � m"- " qt 9t � ��` � � � Q
<br /> 3- 10d box (3"x 0.128") or 1. , 10d common(2"x 0,148") nail;or 1 / tt / a b� , 6°�• l CL
<br /> " a. i 3 "Ion 32 t j�' y4 8d (2Y"x 0.131 deformed nail 6 2 - �G': A IA fir X`�' �
<br /> -- - fir„ �
<br /> 4 sta les 1 crown 16 /a dilA+<1s Gt+
<br /> FLOOR other wall sheathing - - ,.,_y�,�.�,� Q��
<br /> 4-8d box (2Y2"x 0.113") or .- =L. :=.:may
<br /> 3-8d common (2Yz x 0,131 )or )4,'structural cellolosic fiberboard 1Y g g , ie head _ _ - -
<br /> " " t "galvanized roofing Wali 7 t "
<br /> 21 Joists to sill,top plate or girder Toe nail " 1 „ t f/f,Ej H Ii/ppD W � Z
<br /> 3-10d box(3 x 0.128`)or " sneath g diameter,or 1 crown staple 16 ga,, Ya long L oNO 807(-Pl,qfT R
<br /> 3 staples, t crown, 16 ga., 1 a long %_'structural cellulosic fiberboard 1%'galvanized roofing nail,%6"head34 3 6 71.651
<br /> 8d box(2y"x 0.131") or 4"o.c.face nail sheath�ng diameter,or 1"crown staple 16 ga„ 1Ya"long
<br /> Rim joists band joists or blockingto sill or to a-
<br /> 221 galvanized roofing nail staple galvanized, �`t �^f
<br /> plate (roof applications also) Sd common 2Yz"x 0.131" or 35 �' gypsum board Yz„g g p g 7 7 2 r4'x Z
<br /> ( ) 6'o.c.face nail 1Y long; 1y screws,Type W or S � 1r,
<br /> 10d box (3"x 0.128")or
<br /> 3"x 0.131"nails ° 1s/a"galvanized roofing nail,staple galvanized, ;
<br /> 36 Ys* gypsum board 1 "long; 1}�a"screws,Type W or S 7 7
<br /> 3-8d box (2}2"x 0.113") or I :-� ��)r.: DA 1 E �'i V���
<br /> 23 1"x 6"subfloor or fess to each joist 2-Sd common(2Yz"'x 0,131")or
<br /> W structural panel,combination subfloor underlaymern to framin
<br /> 3- 10d box (3"x 0,128")or Face nail "
<br /> 37 �'.' and 'ess 6d deformed{2 x 0,120) Waif;or 6 12
<br /> 2 staples, 1"crown, 16 ga., 19/4"long 8d common(2Y"x 0.131"} nail [`"'
<br /> 38 f, 1 6d common(2X"x 0.1314) nail;or 6 12 SCALE AS NOTED
<br /> 8d deformed(2y"x 0,120") nail
<br /> 39 1 Ya' - 1Y4' i Od common(3"x 0.148") nail;or 6 12
<br /> 8d deformed(2Y"X 0.120") nail
<br /> EET
<br /> (continued) (continued)
<br /> SITE PLAIN ill = 20'- off
<br />
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