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I� <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />Rin(;F I INF <br />+ + <br />+ + + + + + + + + <br />+ + + + + + + + + + + + + + <br />+ <br />+ <br />+ + + + + + + + o <br />+ + + + + + + + + + + + + + <br />+ + <br />+ + <br />+ + + + + + + + .zo <br />+ + + + + + + + + + + + + + <br />+ <br />+ <br />+ + + + + + + + + <br />+ + + + + + + + + + + + + + <br />+ + <br />+ + <br />+ <br />+ <br />+ + <br />6-0" <br />+ <br />6'-0" <br />+ 4 <br />+ <br />+ <br />+ + <br />+ + <br />+ + <br />+ + <br />+ <br />+ 4 <br />+ <br />+ + <br />+ <br />+ + <br />+ + <br />+ + <br />+ <br />+ <br />+ <br />+ <br />+ + <br />+ + <br />+ + <br />+ + <br />+ <br />+ <br />+ <br />++ ++ ++ ++ <br />+ + + + + + + + + + + + <br />++ <br />+ + <br />+ + <br />+ <br />+ + + + + + + + + + <br />+ <br />+ <br />+ + + + + <br />+ ++++ <br />+ + + + + + + + + + + <br />++ <br />++ <br />+ <br />+ <br />LIJ <br />`RIDGE LINE <br />140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE <br />15/32" CDX <br />PLYWOOD OR <br />7/16" OSB <br />w �;, v•�• u ou nuvu or rniI� ivruw �w u v.�. Lvuw a <br />+ + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE <br />+ + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER <br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER <br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH <br />0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER <br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH <br />NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED <br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. <br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. <br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS <br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. <br />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" or 7/8" <br />5000s 1.8/1.7 <br />wood panels <br />Two 3/4" wood panels or 2 x <br />1-1/8" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />6500s 1.811.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />902.0 <br />2 x _ lumber <br />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />x <br />Filler blocking ' <br />1/8" gap / <br />x / <br />FILL CELL STD. 90' HOOK BOND BEAM <br />w <br />a STD90° CONT. #5 <br />BAOR > I . HOOK BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />v BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR REQ'D PLYWOOD FLOOR <br />COLUMN AND SHEATHING PER PLAN <br />CONNECTION TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br />Solid block all posts from # OF 2nd FLOOR <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. } Small gap 2" min. <br />2" max. � 4" max. <br />4 <br />Clinch nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />2) Block solid between joists for full length of span. Tight fit <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER <br />DOUBLE JOIST CONNECTION topflanguthcuts. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor cnlr rmn w/ Inarlc <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 plf max along load bearing wall. <br />Load bearing wall must stack <br />'Non -stacking walls <br />over squash=20 blocks and <br />require additional <br />wall or beam below.* <br />consideration. Check <br />local building <br />1/16 <br />code for appropriate <br />details in <br />One 10d box <br />areas=20 of high <br />or=20 sinker <br />lateral load. <br />nail each side <br />10'-0" <br />at bearing. <br />TANK -LESS W/H <br />/a <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 0 0 0 <br />5'-01, Q - <br />STUB -OUT FOR 0 o o <br />GAS METER c <br />O F- <br />CV � <br />• MEASUREMENTS ARE FROM FINISHED FLOOR <br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER <br />GAS CONNECTION DETAIL <br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" <br />RAFTER SPAN TABLE <br />MEMBER SIZE AND SPACING <br />MAXIMUM LENGTH <br />MEMBER CONNECTIONS* <br />2" X 4" @ 16" O.C. <br />7'-5" <br />(2)16d TOENAILS <br />2" X 6" @ 16" O.C. <br />10'-8" <br />(2) 16d TOENAILS <br />2" X 8" @ 16" O.C. <br />13'-9" <br />(3)16d TOENAILS <br />2" X 10" @ 16" O.C. <br />16'-5" <br />(1) SIMPSON HTS20 OR (3 16d TOENAILS <br />2" X 12" @ 16" O.C. <br />19'-3" <br />(1) SIMPSON HTS20 OR (4)16d TOENAILS <br />2" X 4" @ 24" O.C. <br />6'-1" <br />(2)16d TOENAILS <br />2" X 6" @ 24" O.C. <br />8'-6" <br />(2)16d TOENAILS <br />2" X 8" @ 24" O.C. <br />11'-0" <br />(2)16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3) 16d TOENAILS <br />2" X 12" @ 24" O.C. <br />15'-4" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />** SOUTHERN YELLOW PINE, 55 PSF LOADING <br />Squash block / <br />(2x4 minimum) / <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES —� <br />DO NOT cut, notch <br />or drill flanges <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />Provide adequate bearing <br />for each [apped joist. <br />10d nails SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />D DIMENSION OF LARGEST HOLE <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />higher than 15001b <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls : - for vertical load transfer <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series —Depth End Intermediate <br />BCI 5000s® <br />9-1/2" <br />2-8d <br />2-8d <br />11-718" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />BCI 6000s® <br />BC16500s® <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI60s® <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />_ <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI90s® <br />11-718" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />SIMPSC <br />w/(22)' <br />NAILS 1 <br />5/8" � <br />THRU <br />BOLT <br />SIMPSC <br />w/(22)' <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />,.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />VAIN, EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON HETA20 / <br />Plumbing HETAL20 INSTALLATION <br />beam below Load bearing wall must stack over <br />4— <br />blocking and wall or beam below,* <br />L Joist <br />When joists meet over wall, provide <br />1 3/4" minimum bearing for each. kJoist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />Use 10dx3" nails at 6"o.c, for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration.— <br />1W__Ate <br />::., <br />�►,:� <br />6" A 1/" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN <br />THE WEB. PROVIDE AT ROUND IN <br />LEAST 3" OF CLEARANCE CANTILEVERS. <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" <br />8 1 1'-0" 11'-i " I i'-2" 11'-2"l V-3" 1 V-3" 1 V-7" 1 1'-11 " 1 2'-4" 1 2'-9" 1 3'-2" <br />7y 16" joist <br />12 <br />1 V-0" <br />I 1'-i" <br />1'-2" <br />1'-2'° <br />V-3" <br />1 1,-9" <br />2'-4" <br />2'-11" <br />3'-7„ <br />1 4`-2" <br />1 4'-9„ <br />Span (ft) <br />16 <br />1'-O" <br />1' 1" <br />1'-2" <br />1'-2" <br />V-7" <br />2'-5" <br />3'-2" <br />3'-10" <br />4'-9" <br />5'-7" <br />6-4" <br />20 <br />1'-0" <br />1'-1" <br />1'-2" <br />1'-2" <br />2'-0" <br />3'-0" <br />4'-0" <br />4'-10" <br />5'-11" <br />6'-11" <br />7'-11' <br />-- --... <br />2'-5°' <br />3'-7" <br />4'-9" <br />5'-10" <br />7'-2" <br />8'-4" <br />9'-6" <br />NOTES: <br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. <br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. <br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. <br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF <br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. <br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE <br />MEMBER CONDITIONS. <br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF <br />THE LARGEST HOLE. <br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. <br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER <br />UP OR DOWN. <br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS <br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE <br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. <br />HOLE CUTTING CHART <br />N.T.S. <br />N.T.S. <br />Joist hanger <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />a <br />Backer block (12" wide min.)Inl I ImIT 1— _I �f <br />Nail with 10-10d nails. — <br />Install tight to top flange. SLEEVE THRU STEM <br />SEE PLAN FOR °• ° . • ° <br />FOUNDATION INFO a' a ° ° ° <br />STEM FOUNDATION <br />r—GRADE r,r ,,.r <br />\ Filler block. <br />Nail with <br />10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />1/4%2" gap <br />Backer Block <br />"Top Mount" "Face Mount" <br />Backer block shall be tight Backer block shall be tight <br />to bottom of top flange with to top of bottom flange with <br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top <br />flange. flange. <br />Web stiffner as <br />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />requirements <br />0.6 X Joist <br />p depth <br />.1-JOISTS BUCKETS <br />N.T.S. <br />wt, tnr»� 4 rv� <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />SIMPSON HETA20 / HETAL20 <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />10A' <br />LOCATION OF <br />SECOND H10A <br />SIMPSON (WHEN <br />w/ (18) 10d REQUIRED) <br />NAILS <br />UPLIFT= 1 <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE <br />PENETRATION <br />d 4. <br />d ° <br />FINISH GRADE <br />TYP. FND, PENETRATIONS <br />SCALE: N.T.S. <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE <br />PENETRATION <br />—\ <br />A a <br />° <br />PVC OR SCH40 SLEEVE <br />r--PLUMBING LINE <br />Z •'° • <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x4'-0" PVC OR SCH40 SLEEVE <br />CENETERED @ PIPE <br />PENETRATION PLUMBING LINE <br />FF <br />d .a ° <br />A <br />Irl -� 1- <br />A <br />Ti r <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />e <br />• d ,✓-.! e <br />` <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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