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_ BUILDING CODE GENERAL FASTENING SCHEDULE
<br /> 2021 INTERNATIONAL BUILDING CODE 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. FASTENING SCHEDULE CONT.
<br /> DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF SPACNG & NUMBER & TYPE OF SPACING &
<br /> 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE FASTENER LOCATION # DESCRIPTION OF BUILDING ELEMENTS FASTENER LOCATION
<br /> FLOOR LOAD BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ROOF WOOD STRUCTURAL PANELS(WSP),SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL
<br /> DEAD LOAD 12 psf ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO SHEATHING TO FRAMING
<br /> LIVE LOAD: psf ERECTION. (3)Bd COMMON(128"131') DESCRIPTION OF -
<br /> BLOCKING BETWEEN CEILING JOISTS,RAFTERS OR TRUSSES 70 3 100 BOX(3'x.128") EACH END,TOENAIL BUILDING NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Tn
<br /> ROOF LOAD TOP PLATE OR OTHER FRAMING BELOW (3)3"x.131"NAILS ELEMENT
<br /> 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED (3)3'14GA STAPLES,Tile CROWN INTERMEDIATE '(' ```�
<br /> BY OSHA PRIOR TO ERECTION. EDGES(INCHES) SUPPORTS(INCHES) C j ti ti
<br /> DEAD LOAD: 15 psf (2)8d COMMON(2N1x.131") ti
<br /> FLAT ROOF SNOW LOAD: 25 psf 2 3"x.131'NAILS EACH END,TOENAIL FLOOR
<br /> SNOW EXPOSURE FACTOR (Ce): 1.1
<br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING 1 BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL (2)3"14 GA STAPLES 8 12
<br /> SNOW LOAD IMPORTANCE FACTOR(Is): 1.0 LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN TOP PLATE,TO RAFTER OR TRUSS (2)16d COMMON(3X[x.182') SUBFLOOR AND WALL Ed COMMON OR DEFORMED(2"x.113") -
<br /> THERMAL FACTOR (Ct): 1.1 ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 3 3'z.131"NAILS END NAIL 8d BOX OR DEFORMED(211 113')(ROOF) 6 12
<br /> (3) COMMA STAPLES
<br /> SLOPE FACTOR(Cs): NA
<br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL 16d COMMON(3Ye'x.162')O B°o.c �6"xit3"NAIL(SUBFLOOR AND WALL) 6 12
<br /> CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND FLAT BLOCKING TO TRUSS AND WEB FILLER 3'x.131'NAILS•6'o.c. FACE NAIL 31 �"-K" VV4 16 GA STAPLES,36"CROWN
<br /> RAIN DESIGN DATA BE RESOLVED BEFORE PROCEEDING WTH THE WORK. 3'X14GA STAPLES O 8'o.c. (SUBFLOOR AND WALL) 4 8
<br /> ((3))Bd COMMON(2Yx"x.131') 2Wx.113"NAIL(ROOF) 4 8 I'7
<br /> 1. RAIN INTENSITY: 1 IN./HOUR (3)10d BOX
<br /> (3"z.129") •Cn LLI-C) E
<br /> 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT 2 CEILING JOISTS TO TOP PLATE (3)3"z.131"NAILS EACH END,TOENAIL 1%'16 GA STAPLE,36"CROWN(ROOF) 3 n12
<br /> W >O N O
<br /> FRAMING LUMBER SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF (3)3"14GA STAPLES,R.-CROWN 8d COMMON(2 'x.131"); OR N Q N O
<br /> 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO.1 FOR POSTS, BEAMS, AND HEADERS; HEM-FIR NO.2 CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER.
<br /> FOR 2X AND 3X JOISTS, AND STUDS; AND HEM-FIR N0.2 FOR ALL TOP AND BOTTOM PLATES(GRADES ARE ((3))tfid COMMON(3Yz'z.162") Ed DEFORMED 2'z.113) B �� -4--� OO TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC 3 cElurlc J015T NOT ATCACHEO 70 PARALLEL RAFTER,LAPS (4)1od BOx(3"z.12e') FACE NAIL 321 "-� "xSTA NAIL; OR _ _OVER PARTITION(NO THRUST) (4 3"x.131 NAILS >" 2'16 GA STAPLE,3fa CROWT! 4 L iDETAIL CALLED OUT. (4)3"14GA STAPLES, A. CROWN Y � N
<br /> 10d COMMON(3 x.148");OR U �j2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 SHEATHING CONFORMING TO 33 >.5'-1Y." 6 U
<br /> 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER(HEEL JOINT)PER TABLE 2308.7.3.1 FACE NAIL Bd DEFORMED(21¢"x.131°) L N C'
<br /> EITHER COMMERCIAL STANDARDS DOC PS 1 OR PS 2. PROVIDE MINIMUM OF fib"EDGE DISTANCE ON ALL B. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL O
<br /> OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE (3)10d COMMON(3'x.148' OTHER EXTERIOR WALL SHEATHING
<br /> NAILS AND A 7e" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS (4)Cod BOX(3"z.128")
<br /> FOLLOWS: EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 5 COLLAR TIE TO RAFTER (4)3"x.131 NAILS FACE NAIL 1)d'GALVANIZED ROOFING NAIL
<br /> (4)3"14GA STAPLES,7Aii CROWN 34 W FIBERBOARD (�°HEAD DIAMETER); OR 3 6 U 0 L W
<br /> ROOF SHEATHING TO BE 145z" C-D TNT-APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 24/16 (USE 9• PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL 3 10d COMMON 3 x.148) SHEATHING 1Y4"16 GA STAPLE w/31e OR 1"CROWN Q O 0)Z 3
<br /> EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR 3 16d BOX 3)fNAM") 1�Y4"GALVANIZED ROOFING NAIL � On W� 3
<br /> 5-PLY FOR PANELIZED ROOFS). NAIL WITH 8d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON LATERALLY BRACED. (()) 2W FIBERBOARD > HEAD
<br /> CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. 8 RAFTER OF ROOF TRUSS TO TOP PLATE (4)10d BOX 3"z.128") TOENAIL 35 SHEATHING 11S'16 GAe"STAPLE DIAMETER);
<br /> 3fe�"ROR�R CROWN 3 6 4} FI-
<br /> (4 3"x.131 NAILS
<br /> 10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING COND111ONS IS GIVEN AS THE BEST (4)3"14GA STAPLES,3fe CROWN WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING (n
<br /> SUB FLOORING TO BE W T&G C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 48/24. GLUE PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH ((2))16d COMMON(3)S'x.162") 8d COMMON(2)g'x.131"); OR
<br /> AND NAIL WITH 10d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE (3)1Od DO (3"x.128") END NAIL 36 j'e AND LESS Ed DEFORMED(2'x.113") 6 12 _
<br /> SUPPORTS UNLESS NOTED OTHERWISE. MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN (3)3"x.131 NAILS _ ed coMMDN(2}'z.131"); OR ''
<br /> APPROVAL OF THE ENGINEER. (3)3"14GA STAPLES, .fe CROWN 37 ?{I"-t' 6 12 w
<br /> ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF 8d DEFORMED(2}'x.131") �� 7
<br /> 3. NAILING SHALL CONFORM TO TABLE 2304.10.2 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED 7 RAFTER TO 2-INCH RIDGE BEAM 3 16d COMMON(3 z.1ae") (� N
<br /> (3 tsd BOX(3"x.128*") 10d COMMON 3 z.148');OR OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN (� (" 38 1>6'-1Y4" 6 12 `>
<br /> DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO 4 3 x BON I z.128') TOENAIL Bd OEFORMED(27S"x.131") (U
<br /> 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN RELATIVE LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. (4)3'z14G NAILS >" PANEL SIDING ro FRAMING LC
<br /> WRITING BY THE STRUCTURAL ENGINEER. (4)3"14GA STAPLES, ,{e CROWN `-
<br /> Bd CORROSION-RESISTANT SIDING U
<br /> 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED WALL (1'%"x099")OR
<br /> 39 )r OR LESS 6d CORROSION-RESISTANT CASING(2° 6 12 CCI
<br /> 16d COMMON(3Y(z.182") 24"o.o.FACE NAIL x.99') N
<br /> OTHERWISE. USE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. 10d BOX(3%.128" L
<br /> 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 8d CORROSION-RESISTANT SIDING F� N
<br /> 6. RIM JOIST ARE 1)'4" LSL OR 2x SOLID SAWN LUMBER AS MINIMUM. (3)3'1 NAILS 16'o.e. (SION.1 ESI OR
<br /> (3)3'14GA STAPLES,35e"CROWN 46" Ed CORROSION-RESISTANT CASING 8 12 �] o
<br /> 18d COMMON(3)Vx.162") 18"o.c.FACE NAIL (2Ye z.113")
<br /> 7. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16%FOR ALL STRUCTURAL MEMBERS.
<br /> STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL INTERIOR PANELING O
<br /> 8. PROVIDE 2X2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD 9 CORNERS(AT BRACED WALL PANELS) 16d BOX(SYIz.135") 12"o.c.FACE NAIL = o
<br /> 4d CASING(1)f"z.080"); OR
<br /> UNLESS NOTED OTHERWISE. (3)r 140A STAPLES,% CROWN3'x.131 NAILS 41 Y4" 4d FINISH(1)S"z 9"); 6 12
<br /> >" 12"o.o.FACE NAIL fid CASING((1X"x.072 OR
<br /> 9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS)(6" UNLESS OTHERWISE NOTED. LAG BOLT 16d COMMON(3Yi"x.162') 16"o.c EACH EDGE, 42 � 6d FINISH(PANEL SUPPORTS AT 24°) 8 12
<br /> PILOT HOLES SHALL BE PRE-DRILLED TO 60%OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS 10 BUILT-UP HEADER(2'70 2'HEADER) FACE NAIL
<br /> 16d BOX(3Ys"z.135°) 12' EACH EDGE,
<br /> DEICE NAIL
<br /> OTHERWISE NOTED.
<br /> 4 Bd COMMON(2Y�"z.131°)
<br /> 10. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH I%" MINIMUM DIAMETER BOLTS SPACED AT 11 CONTINUOUS HEADER io STUD10d TOENAIL
<br /> 48"O.C. MAXIMUM SPACING(EMBED 7" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS 16d COMMON(3Yx'x.tfi2') CB'o.c.FACE NAIL THESE DOCUMENTS HAVE NOT BEEN _
<br /> FOR SPECIFIC REQUIREMENTS. 12 TOP PLATE TO TOP PLATE
<br /> tOd-BOX APPROVED FOR THE ISSUANCE OF
<br /> 11. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE 3'z14G NAILS 12'o.c.FACE NAIL PUBLIC WORK,MECHANICAL,FIRE o
<br /> 3'14GA STAPLES,?fe CROWN SUPPRESSION,ELECTRICAL OR �_ �O
<br /> NOTE 1 FOR MINIMUM GRADE INFORMATION IN CONFORMANCE`NTH AWPA U1. ALL FOUNDATION BOLTS AND ((12 16d COMMON 028".1s2') EACH SIDE OF END PLUMBING PERMITS 0 00
<br /> ) (12)10d BOX
<br /> (3'x.128") JOINT,FACE NAIL >
<br /> CONNECTORS MUST BE HEAVY GALVANIZED, OR Z-MAX COATING TO PROTECT FROM CORROSION. 13 TOP PLATE 70 TOP PLATE,AT END JOINTS (12)3"z.131 NAILS (MINIMUM 24•LAP
<br /> (12)3'14GA STAPLES,34e"CROWN SPLICE LENGTH EACH Q Q)
<br /> 12. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN SIDE OF END JOINT
<br /> THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC R317.1.1. 16d COMMON(3)r'a.162") 16'o.o FACE NAIL Ad tional Permits Are Required Q
<br /> BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR �xp'echanical
<br /> This Project To Include: O
<br /> 13. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT SUPPORT SUSPENDED CEILINGS, C4 18d BON AILS z.135") 1
<br /> BLOCKING(NOT AT BRACED WALL PANELS) 3"x.131 NAILS 12"o.c.FACE NAIL Cn
<br /> SPRINKLERS, DROP SOFFITS, OR ANY OTHER ELEMENTS. 3"14GA STAPLES,ifs CROWN lumbing Sprinkler _J
<br /> 14. EXTERIOR STUD WALLS SHALL BE 2X6 ®16" O.C.. UNLESS NOTED OTHERWISE. INTERIOR STUD BEARING ((2))16d COMMON(3>8'x.1s2') [�Fire Alarm < L` H-
<br /> WALLS SHALL BE CONSTRUCTED USING 2X4®16" O.C. AT UPPER TWO FLOORS AND EITHER 2X6 ®16" O.C. BOTTOM PLATE TO JOIST,RIM WALL BAND JOIST OR (4)10d Box(3"z.12e')
<br /> 1S BLOCKING AT BRACED WALL PANELS (4)3-14G NAILS 16'o.c.FACE NAIL
<br /> OR 3X4®16" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING WALLS SHALL BE CONSTRUCTED USING (4)3"COMA STAPLES,3fe CROWN Electrical Q -O�
<br /> 2X4®24" O.C.. UNLESS NOTED OTHERWISE. SEE NOTE 1 FOR LUMBER GRADES OF STUDS AND PLATES. (( N / LJJ
<br /> (4)4)) DO L>
<br /> 10d BOX(Bd COMMO 3'x(215°z.131').128°) TOENAIL Q(4)3'x.131 NAILS
<br /> 15. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. (4)3"14GA STAPLES,Re CROWN
<br /> APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH 18 STUD TO TOP OR BOTTOM PLATE O( CITY OF E�'r_t[EiT (n
<br /> FASTENER TYPES(NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. (3)10d Box(3Nx.12B1s2")') REVIEWED FCR FE.R.NIAT
<br /> (3)3"x.131 NAILS END NAIL
<br />_- 16. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED ON THE DRAWINGS 1 (3)3"14GA STAPLES,TAe CROWN a
<br /> ('2 18d COMMON(WiiN.162") R
<br /> E(C I}O M E D
<br /> _17. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR PLYWOOD USED IN SHEAR PANELS. (3 1Od BOX(NN.128") `J IS v
<br /> 17 TOP OR BOTTOM PLATE TO STUD (3)3'x.131 NAILS END NAIL
<br /> 18. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS AND NOTES. (3)3"14GA STAPLES,3i6 CROWN
<br /> (2)ied COMMON(37h'x.162") MAR 2 8 2024
<br /> 19. BLOCKING SHALL BE PROVIDED AT ALL POINTS OF BEARING TO PREVENT ROTATION OF JOISTS AND 18 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS (3)Cod BOX(3"z.128') FACE NAIL
<br /> (3)3"x.i31 NAILS CITY OF EVERETT
<br /> BEAMS. (3)3'14GA STAPLES,3fa CROWN Permit Services CONING
<br /> 20. ALL FRAMING NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE. (2)8d COMMON(.128'131') 9 f A
<br /> MANUFACTURED LUMBER (2)10d BOX(3'z128') �w o
<br /> 19 1'BRACE TO EACH STUD AND PLATE (2)3'z.131 NAILS FACE NAIL
<br /> 1. LAMINATED VENEER LUMBER DESIGN IS BASED ON MICROLAM LVL PRODUCTS AS SUPPLIED BY 1 (2)3'14GA STAPLES,R.-CROWN =
<br /> TRUSS-JOIST MACMILLAN IN ACCORDANCE WITH ASTM D 5456. DESIGN PROPERTIES SHALL BE: 20 1"xe'SHEATHING TO EACH BEARING S2)8d COMMON.(2Y:"x.131") FACE NAIL Permit#: B2401-001
<br /> Fb = 2600 PSI Fv= 285 PSI E = 2.Ox10'"6 PSI (2 10d BOX(3x.128") Site Address: 8109 FLORIDA DR O. 343
<br /> 21 1'z8'AND WIDER SHEATHING TO EACH BEARING ((3))8d COMMON(2)J'z.131') FACE NAIL Owner: FEUPE SARAY
<br /> 2. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED ALONG WITH THE APPROPRIATE ICBO EVALUATION (3)10d BOX(3'x.128") Tenant: �tr
<br /> REPORTS TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. INSTALLATION OF SUBSTITUTIONS SHALL FLOOR JONALECIC'
<br /> App.Date: 1/2/2024
<br /> NOT PROCEED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
<br /> 3 8d COMMON(2Y2N.131') Permit7ype: RESIDENTIAL BUILDING
<br /> 3 10d BOX(3'z.128°) Subtype: RESIDENTIAL ALTERATION(REMODEL, MAR 22,2024
<br /> 22 JOIST TO SILL,TOP PLATE,OR GIRDER (3)3'x.131 NAILS TOENAIL
<br /> (3)3'14GA STAPLES,'A."CROWN REPAIR,ADDITION)
<br /> Description: INTERIOR REMODEL?REBUILD EXTERIOR
<br /> 8d COMMON(21J"z.131") DECK AND PORCH
<br /> 23 RIM JOIST,BAND JOIST,OR BLOCKING TO TOP PLATE,SILL 10d BOX(3"x.128") 6'ox.TOENAIL
<br /> PLATE,OR OTHER FRAMING BELOW 3"x.131 NAILS
<br /> 3'14GA STAPLES,rife"CROWN Reviewed Ry ate: �/ Ly
<br /> 24 1'xe"SUBFLOOR OR LESS TO EACH JOIST l2�Bd COMMON PAN.131') FACE NAIL ffice _Job Site Set
<br /> 2 10d BOX(3%.128')
<br /> 25 2"SUBFLOOR TO JOIST OR GIRDER (2)16d COMMON(3)¢M62") FACE NAIL
<br /> 26 2'PLANKS(PLANK&BEAM-FLOOR&ROOF) (2)11 COMMON(Wrx.162") EACH BENAIL G,FACE
<br /> 32'o .FACE NAIL AT SYMBOL LEGEND:
<br /> 20d COMMON(4'x.192') TOP AND BOTTOM
<br /> STAGGERED ON OPPOSITE BLKG. BLOCKING
<br /> STIDEs
<br /> BOT. BOTTOM
<br /> COd BOX(3"x.12W) 24"o.c.,FACE NAIL AT
<br /> 3'x.131 NAILS TOP AND BOTTOM EXIST. EXISTING
<br /> 27 BUILT-UP GIRDERS AND BEAMS,2"LUMBER LAYERS 3'14GA STAPLES,3(e"CROWN STAGGERED ON OPPOSITE FDN FOUNDATION Drawn By: CHRIS L.
<br /> SIDES Fl^G FOOTING
<br /> AND: HDR HEADER Checked By: CHRIS
<br /> (2)20d COMMON(4"x.192") ENDS AND AT EACH MAX MAXIMUM Date: 03-21-2024
<br /> (3)10d BOX(3'x.128")(3)3 SPLICE,FACE NAIL MIN MINIMUM
<br /> (3)3"-1 14G4GA NAILS STAPLES,3(e CROWN SH ON CENTER SDA JOB NO.
<br /> ((3))16d COMMON(3)S"x.162") SHTG. SHEATHING
<br /> (4)16d BOX(3%128') EACH JOIST OR TYP• TYPICAL 10012
<br /> 28 LEDGER STRIP SUPPORTING JOISTS OF RAFTERS (4)3'z.131 NAILS RAFTER,FACE NAIL UNO UNLESS NOTED OTHERWISE
<br /> (4)3"14GA STAPLES,14. CROWN
<br /> S()) (JST#_) JOIST
<br /> 29 JOIST TO BAND JOIST OR RIM JOIST (4)16d COMMON 0d BOX AILS 1 8°)182') END NAIL
<br /> (BM#_) BEAM STRUCTURAL
<br /> (a)3'x.1 31 NAILS (RAF#_) RAFTER
<br /> (4)3'14GA STAPLES,31e CROWN (STRG#_) STRINGER NOTES
<br /> (2)8d COMMON(27¢'.131")
<br /> 2 10d BOX(3'x.128")
<br /> 30 BRIDGING OR BLOCKING TO JOIST,RAFTER,OR TRUSS (2)3'x.131 NAILS EACH END,TOENAIL (RB#_) ROOF BEAM
<br /> (UB#_) UPPER LEVEL BEAM
<br /> (2)3'14GA STAPLES,37e"CROWN (MB#_) MAIN LEVEL BEAM S- 1 I
<br /> (BB#_) BASEMENT LEVEL BEAM
<br /> (DB#_) DECK BEAM
<br />
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