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I .711E J111' J I I - 11111 - 1 __..— I. I— ' I I - ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE � 15/32" CDX PLYWOOD OR � 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: 1* FOR 8d RING SHANK NAILS 0.113x 2x 3!8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + +++ t+ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8l1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 1!2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" woad panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" woad panel 902.0 2 x _lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both .loaded equally from above) Filler blocking k / 1/8" gap o / x / o / FILL CELL STD. 90° HOOK BOND BEAM W ¢ Cr STD. 90° CONT. #5 CONBAR T. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/FJCT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN SEE PLAN FOR REQAblock PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max • � 4 max. Clinch nails � when possible a 1) Support back of web during nailing to prevent damage to web -flange connection. ' I 2} Block solid between joists for full length of span. Tight fit i \ 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4} Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener � 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing, OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containingtop t. WEB STIFFENER DOUBLE JOIST CONNECTION Birds outhcuge of ts. - Birdsmouth cuts. N.T.S. — Under 2nd floor cnh Imn w( Inwic 16- - N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load, nail each side 10'-0" at bearing. TANK -LESS W!H Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls � higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : -for vertical load transfer when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* —� Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate O BCI 5000s R 9-112" 2=8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-$d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 1 BCI 90s® 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" Plumbingpl�s Joist �When joists meet over wall, provide 1 3!4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. U, M 5/8"'. THE BOI R TRUSS OP PLATE i.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 /HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL UIIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS HTA 20-18 /HTA 20 INSTALLATION @MID SPAN LOCATION OF NOTE: SECOND RT16 UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1!2" NAILS ' UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE `Y/ Provide adequate bearing Use 10dx3" nails at 6"o.c, for al(joistI-r; � 919111 — CORNER OF for each lapped joist. ° � • • °blocking panel *Non-stackingwalls-IV P GARAGESIDE OO OSquash block10d nailsrequire additional consideration.bOT�=_ �' •—11 1 �- SECTION INT. BRIG. WALL FINI GRADE 1f � (2x4 minimum) � — — 5 -o a - N.T.S. TI-I iT=ffl-1 •1 I f=1I I- -I ff- ° _ -_�- � o Bearing wall, Versa -Lam LVL or �_—�— I I] — STUB -OUT FOR o o ,;,� Glulam Beam ®T- GASMETERI- q 0 NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.)I-� _ SEE FND. PEN. — — — KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. SIZE &REINF. IN BEARING ZONES 41 Pf DI - (see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM • MEASUREMENTS ARE FROM FINISHED FLOOR `: °• I I- � 12" BELOW (see table below) GRADE PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR <• a , • ", a . • ° ° FOUNDATION INFO ° °' -• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges - to STEMFOUNDATION GAS `°� � f CONNECTION DETAIL � , , PVC OR SCH40 SLEEVE TOP (Z) #5's x 4 -0' '"*ONLY APPLIES TO HILLSSOROUGH AND PASCO COUNTY** ,. A 1%" ROUND HOLE MAY ,/. " ,� DO NOT GUT HOLES I GRADE REINF. SEE PLAN CENETERED PIPE Filler block. @ PLUMBING LINE 6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1Y" Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. • ° ' c ' .° ' Backer block required where top ° v ° "� FROM OTHER HOLES mount hanger load exceeds 250 lbs. �— ' ° ° • "d MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 96d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Any 16" joist 12 1'-0" f'-1" 1'-2" i'-2" 1'-3" 1'-9" 2'-13" 2'-11' 3'-7" 4-2" 4' 16 1'0" 1'-1" 1'-2" 1'-2" 1'-7n 2-0�, 3'_2" 3'_10.. 4,_9., 5._7�, 6,4a 7�2" r 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. i 1/4"-2"gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S, SEE FND. PEN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °°' ° / °o G A . a ° i I' ° SEE FND. PLN. SIZE & REINF. t