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CARPENTRY: GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE
<br /> SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH
<br /> NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE
<br /> TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% N
<br /> TRACKER** COLOR SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A 0
<br /> PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) CODED NAILS MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS ANDoo
<br /> LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS 0 <
<br /> 8d 0.131 2-1/2 BLUE WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS —I H
<br /> 10d 0.148 3 PURPLE —I w
<br /> 16d 0.162 3�1/2 ORANGE ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, cu z
<br /> OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE
<br /> 20d 0.192 4 m c
<br /> GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. m
<br /> FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT ® LLi
<br /> SPACING TO THAT SPECIFIED ON PLANS: Z
<br /> FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS (UNLESS NOTED OTHERWISE ON PLANS)
<br /> DIAMETER LENGTH EQUIVALENT SPACING TRACKER** COLOR CZ ® ' 2
<br /> FASTENER TYPE ITEM TYPE. CONNECTION
<br /> (INCHES) (INCHES) (INCHES) CODED NAILS - -
<br /> TOENAIL & (3) 16d o ® D
<br /> RAFTER OR TRUSS TO TOP PLATE ai IX
<br /> 8d COMMON WIRE 0.131 2-1/2 6 4 3 BLUE CONNECTOR - H2.5 . 48 O.C. U co co l-
<br /> o CEILING JOIST TO TOP PLATE TOENAIL (3) 8d 2 coLo u)
<br /> 8d "DIPPED GALV. BOX" 0.131 2-1/2 6 4 3 ._ ) @
<br /> 8d "SHINY BOX" 0.113 2-1/2 4m1/2 3 2-1/2 YELLOW CEILING JOIST TO PARALLEL RAFTER FACE NAIL (3) 16d
<br /> 12 GA. STAPLES 0.1055 1-7/8* 6 5-1/2 4 e CEILING JOIST: LAP OVER PARTITION FACE NAIL (3) 16d
<br /> 14 GA, STAPLES 0.080 1-1/2* 6 4 3 - COLLAR TIE FACE NAIL (3) 16d
<br /> 15 GA STAPLES 0.072 1-1/2* 5 3 2-1/2 - BLOCKING TO RAFTER TOENAIL (3) 8d
<br /> RIM BOARD TO RAFTER END .!NAIL (2) 16d ,,\
<br /> 10d COMMON WIRE 0.148 3 6 4 3 PURPLE TOP PLATE TO TOP PLATE FACE NAIL (2) 16d @12" O.C.
<br /> 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 m TOP PLATE AT INTERSECTIONS FACE NAIL (4) 16d
<br /> WHITE -- ---- -- --- -- --- -- --- 4-4,
<br /> 10d "SHINY BOX" 0,128 3 4-1/2 3 2-1/4 TOP PLATE LAP FACE NAIL (8) 16d �' Y
<br /> - STUD TO STUD _ FACE NAIL (2) 16d a@ 24" O.C. ��
<br /> *BASED ON 15/32" PLYWOOD OR OSB. - --- �1 c
<br /> - - - ,\ 'l
<br /> HIEA_D_ER TO HEADER FACE NAIL 16d @16" O.C. EA. EDGE T a° '; `-"cNj
<br /> O
<br /> **REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM. TOP OR BOTTOM PLATE TO STUD END NAIL (2) 16d E- °
<br /> --- L '\ \\' 4;;c g
<br /> WOOD SHEATHING�STRUCTURAj: SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD STUD TO SOLE PLATE TOE NAIL (4) 8d �� _ 4
<br /> SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE END NAIL (2) 16d
<br /> "STRUCTURAL I" CONFORMING TO PS1-09 AND/OR PS2-10. ALL PANELS SHALL BEAR THE STAMP OF AN BOTTOM PLATE TO FLOOR JOIST AT BRACED PANEL TOE NAIL 16d @ 16" 0.C. tv-v-tie\
<br /> APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32"O.C. FACE NAIL (3) 16d @ 16" O.C. -
<br /> (48/24); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32/16); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE JOISTS TO TOP PLATE, SILL OR GIRDER TOE NAIL (4) 8d
<br /> BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. BRIDGING TO JOIST TOE NAIL (2) 8d
<br /> BLOCKING TO JOISTS TOE NAIL (3) 8d
<br /> GLUE-LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. MEMBERS SHALL BE COMBINATION 24F-V4 BLOCKING TO TOP PLATE TOE NAIL (3) 8d - -
<br /> DOUGLAS FIR (DF) FOR SIMPLE SPANS AND 24F=V8 OF FOR CANTILEVERED SPANS (Fbm2400 PSI, Fv®265 PSI, E=
<br /> 1 .8X10^6 PSI) AND DF COMBINATION 2 FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED RIM JOIST TO JOIST FACE NAIL (3) 16d---- ----- -_-_ _--_-_- ---
<br /> TO VIEW; INDUSTRIAL APPEARANCE GRADE WHERE NOT EXPOSED TO VIEW. ALL MEMBER TO HAVE EXTERIOR RIM JOIST TO SILL OR TOP PLATE CONNECTOR A35 @ 24 O.C.
<br /> CONTINUOUS HEADER TO STUD CONNECTOR A35
<br /> GLUE AND HAVE AITC OR APA-EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS.
<br /> BUILT-CORNER STUDS _._._ FACE NAIL 16d @ 24" O.C.
<br /> FRAMING LUMBER: STANDARDS, EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST BUILT-UP BEAMS (PER LAYER) FACE NAIL 16d @ 16" O.C. EA. EDGE
<br /> LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY RAFTERS TO RIDGE BOARD TOE NAIL (4) 16d
<br /> ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSO CERTIFIED FACE NAIL _ (3) 16d
<br /> GRADING RULES. RAFTERS TO HIP TOE NAIL (4) 16d
<br /> FACE NAIL (3) 16d
<br /> SPECIES AND GRADE (BASE DESIGN VALUE)
<br /> 1. 6x BEAMS AND HEADERS. "DOUG FIR-LARCH" NO. 1 (Fbm1350 PSI, Fv=170 PSI) FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG-TIE
<br /> 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI, Fvm180 PSI) OR "HEM-FIR" COMPANY, SAN LEANDRO, CA., OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR
<br /> NO. 1 (Fb=975 PSI, Fvm150 PSI) BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT
<br /> 3. 6x POSTS AND COLUMNS. "DOUG FIR-LARCH" NO. 1 (Fc01000 PSI) SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL
<br /> 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR-LARCH" NO. 2 (Fbm 900 PSI, NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. U
<br /> Fcm 1350 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI),
<br /> 5. INTERIOR NON-BEARING STUD WALLS. "DOUG FIR-LARCH" NO. 2 (Fb®900 PSI. Fc-1350 PSI) OR "HEM-FIR" LAG SCREWS: SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER CIS
<br /> INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED
<br /> NO. 1 (Fb=975 PSI, Fc=1350 PSI) CD
<br /> OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME �cU)
<br /> STRUCTURAL COMPOSITE LUMBER (SCE.).: SHALL BE MANUFACTURED BY WEYERHOUSER, OR PRE-APPROVED DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED a) 8
<br /> EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A CURRENT ICC PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL Ct c)
<br /> EVALUATION REPORT. TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE = <
<br /> MIINIMUM DESIGN VALUES: INSERTED IN ITS LEAD HOLE BY TURNING WITH A VVRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE Cz
<br /> 1 . 2x LVL: Fb = 1700 PSI, Fv m 285 PSISCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREWS I- E
<br /> Eo1300KSI o ® � a °'
<br /> SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE
<br /> 2, 1-3/4" LVL: Fb m 2600 PSI, Fv � 285 PSI, E o 1800 KSI GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. � ® �
<br /> 3. 3-1/2" LVL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSIE 2 w
<br /> 4e 5=1/4" LVL: Fb = 2900 PSI Fv e 285 PSI, E o 2000 KSI METAL-PLATE-CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED AND INSTALLED WITHIN THE
<br /> 5. RIMBOARD:APAlEWS PERFORMANCE RATED RIM (PRR=401) 1-1/4" MINIMUPJI THICKNESS JURISDICTION REQUIREMENTS, AND DESIGNED AND DETAILED IN ACCORDANCE WITH ANSI/TP-1, INCLUDING
<br /> PRESERVATIVE TREATED WOOD REQUIREMENTS: BRACING AND WIND UPLIFT. PROVIDE 2x6 TOP CHORDS, AND 2x4 BOTTOM CHORDS AND WEBS, UNLESS
<br /> COORDINATED AND APPROVED. TRUSSES SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN
<br /> TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. CRITERIA AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. TRUSSES INDICATED
<br /> ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL
<br /> PRESERVATIVE CONNECTORS & OR SPECIAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS AS INDICATED ON DRAWINGS.
<br /> APPLICATION SPECIFIED MATERIAL TREATMENT (1) FASTENERS (2)(3) PROVIDE INSTALLATION FRAMING PLANS AND DRAWINGS.
<br /> CPS
<br /> FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX -- - - GALV (G60) PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A LICENSED LU
<br /> >- TOP PLATES & LEDGERS GLULAM (SP) PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL I©
<br /> w ® ON CONCRETE OR ACQ, CBA, CA GALV (G185) TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS. * Z
<br /> MASONRY WALLS (4)
<br /> u) - - -- - -- I-JOISTS: SHALL BE APA EWS PERFORMANCE RATED I-JOISTS (PRI) OR PRE-APPROVED EQUAL. I-JOISTS SHALL BE <
<br /> O FRAMING, DECKING, 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) MANUFACTURED IN CONFORMANCE WITH APA PRI-400 CONFORMING TO APPROVED SHOP AND INSTALLATION
<br /> LU
<br /> EL X POSTS & LEDGERS 2x, & 4x (CEDAR) NONE GALV (G90) DRAWINGS. Z' ' t
<br /> J 111
<br /> BEAMS & COLUMNS 6x (FIR), OR GLULAM (SP) ACQ, CBA, CA GALV (G185) 1-
<br /> 6x OR GLULAM (CEDAR) NONE - - GALV (G90) ,
<br /> 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG-FIR OR HEM-FIR
<br /> SBX: DOT SODIUM BORATE SP: SOUTHERN PINE UJ
<br /> ACQ: ALKALINE COPPER QUAT 1-
<br /> CBA & CA: COPPER AZOLE
<br /> 0 0 all
<br /> W = z o
<br /> I- N m N
<br /> 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. o N
<br /> FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS
<br /> AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. SHEET
<br /> 3. G60, G90 & G185 PER ASTM A653 FOR COLD-FORMED STEEL CONNECTORS. BATCH/POST HOT-DIP
<br /> GALVANIZED PER ASTM A123 FOR CONNECTORS. HOT-DIP GALVANIZED PER ASTM A153 FOR FASTENERS *°+ O 0 1
<br /> OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. 1
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