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3 <br />_ <br />a <br />rn <br />N <br />v <br />rn <br />0 <br />0 <br />O <br />N <br />LO <br />u; <br />aD <br />v <br />v <br />0 <br />CV <br />0 <br />J <br />N <br />LO <br />I <br />i <br />co <br />Ir <br />v <br />_ <br />0, <br />3 <br />0 <br />i <br />a <br />E <br />rn <br />W <br />E <br />0 <br />0 <br />J <br />t7 <br />0 <br />U <br />0 <br />0 <br />U <br />I <br />U <br />N <br />CL <br />i <br />a <br />0 <br />v <br />t <br />0 <br />CV <br />r <br />0 <br />0 <br />6 <br />a <br />0 <br />d- <br />a <br />V) <br />Q <br />m <br />0 <br />N <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-0" <br />TANK -LESS W/H <br />5'-0" <br />STUB -OUT FOR <br />GAS METER O <br />O <br />N <br />H C G <br />O O O <br />a <br />O <br />o a ' <br />01 <br />o <br />O <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 />T-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'-Y <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 />154" <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 />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 1.811.7 <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 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />902.0 <br />2x _ lumber <br />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />x / <br />1/8" gap <br />r / <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. <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 <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". <br />DOUBLE JOIST CONNECTION <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />Boise Joist Blocking <br />BEARING Use 3" (10d) nails at 6" o.c. <br />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls <br />Load bearing wall must stack <br />over squash=20 blocks and <br />*Non -stacking walls <br />require additional wall or beam below.* <br />consideration. Check <br />local building y <br />code for appropriate 1/16 <br />details in One 10d box <br />areas=20 of high or=20 sinker <br />lateral load. nail each side <br />at bearing.% <br />h Provide adequate bearing <br />for each lapped joist. <br />Squash block) 10d nails SECTION @ INT. BRG. WALL <br />2x4 minimum <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <br />MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />FILL CELL STD. 900 HOOK BOND BEAM <br />F_ 0�� SIMPSON MGT <br />w/(22)10d <br />w ; NAILS TYP. GIRDER TRUSS <br />STD. 90° I-1 CONT. #5 <br />BAR �5 > HOOK ���� BAR F 2X TOP PLATE <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />v <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />�> <br />BEARING COLUMN <br />—CONT. BASE PLATE <br />SEE PLAN FOR REQ'D <br />COLUMN AND <br />PLYWOOD FLOOR <br />�� !'SHEATHING PER PLAN <br />CONNECTION <br />' -TJI TO BE CUT TO ALLOW <br />FOR BLOCKINGfrJI <br />r� <br />Vim —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 <br />to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />2" min. <br />)Small gap <br />2" max. <br />4" max. Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />- - <br />Series Depth <br />-End __Intermediate <br />BCI 5000s ! <br />_ 19 7 8' 2 8d3-8d <br />Clinch nails <br />_ _. 14 2 8d 5-8d <br />when / <br />9 1/2' 2-8d _ 2-8d _ <br />( <br />' <br />BCI 6000s®'', 11 7l8" 2 8d _ 3-8d <br />- - <br />possible <br />- BCI 6500si 14 2-8d 5-8d <br />16' 2 8d _ 6-8d <br />L <br />11 7/8" 2 8d 3-8d <br />BCI 60se 14 5-8d <br />Tight fit <br />__ _2-8d <br />16 2-8d 6-8d - <br />7/8" 3-16d 3-16d <br />2x4/Plywood/OSB web stiffener <br />_11 <br />2" min. BCI 90s0 14 5-16d 5-16d <br />required when indicated or <br />_ -_ <br />4" max. 16" 6-16d 6-16d <br />- Hangers with side nailing. <br />- Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. <br />N.T.S. <br />- Under 2nd floor column w/ loads <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 />beam below Load bearing wall must stack over <br />blocking and wall or beam below.* <br />FWhen joists meet over wall, provide <br />1 3/4" minimum bearing for each. <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />rl <br />6"" A 1Y" ROUND HOLE MAY —� � 6" 6'^ <br />BE CUT ANYWHERE IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' <br />DO NOT CUT HOLES <br />LARGER THAN <br />ROUND IN <br />CANTILEVERS. <br />Any 16" jast <br />Span (ft) <br />8 <br />V-01" <br />V-1" <br />1'-2" <br />1'-2" <br />1'-3" <br />1'-3" <br />1'-T' <br />T-11" <br />24" <br />2-9" <br />3-2' <br />3-7' <br />12 <br />V-9' <br />1'-1" <br />V-2" <br />1'-2" <br />1'-3" <br />1'-9" <br />2-4" <br />2-11" <br />37" <br />4'-2'. <br />4'-9" <br />64" <br />16 <br />1'-6" <br />1'_1' <br />1' 2" <br />1' 2" <br />T-T' <br />2-5" <br />3-2" <br />3-10" <br />4-3" <br />5'-7' <br />64" <br />T 2' <br />20 <br />V-0" <br />T-1" <br />I' 2" <br />1' 2" <br />2'-0" <br />3'-0" <br />4'-0" <br />4'-10" <br />6-11" <br />6-11" <br />7'-11" <br />8'-11" <br />24 <br />1'4" <br />1'-1" <br />1' 2 <br />V-3" <br />2-0 <br />3'-T' <br />4'-9 <br />9-10" <br />T 2 <br />8'-4" <br />9-6" <br />10'-9" <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 %'- 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 />5/81 <br />THRU <br />BOLT <br />I.0 <br />SIMPSC <br />w/(22)- <br />NAILS 1 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />- <br />Joist <br />I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S <br />Backer block (12" wide min.) <br />Nail with 10- 10d nails. <br />��. Install tight to top flange. <br />Joist hanger <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 1A"-2" gap at bottom of top <br />flange. flange. <br />Web stiff ner 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 />l requirements <br />0.6 X Joist <br />" / _ depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEM—/ ° <br />SEE PLAN FOR---'°• a . • <br />FOUNDATION INFO ` A' <br />STEM FOUNDATION <br />F—GRADE <br />REINF. SEE PLAN <br />/-V%l UnHat 4 rvt✓ <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META12 / META12 TSS <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />® LOCATION OF <br />�® SECOND H10A <br />(WHEN <br />SIMPSON H10A <br />w/ (18)10d x 1 1/2" REQUIRED) <br />NAILS <br />UPLIFT = 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" v <br />CENTERED @ PIPE - <br />PENETRATION <br />a <br />d � <br />1IT1— I 4. 4.- C <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />a A <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />q A <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />J. <br />A' •' a'A : A <br />z • a � .. <br />A <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />C. A <br />d -- Aa. Al AQ G <br />a °° d 1— INT-1 1 I: <br />A O d <br />T� <br />Iv <br />SEE FND. PLN. <br />SIZE & REINF. <br />�/ • • 1 r % <br />O <br />OFEsslo%l <br />k- <br />�����'�►ttltt:tttttt�����1 <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 2020 Florida Building Code - <br />Residential 7th Edition. 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