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01 <br />LO <br />41 <br />0 <br />C*-4 <br />C) <br />CY) <br />CID <br />LO <br />LO <br />2 <br />0 <br />=3 <br />39 <br />n <br />to <br />C> <br />I <br />LO <br />LO <br />:9 <br />-0 <br />Con <br />.E- <br />0 <br />-3r- <br />C <br />tz <br />1�0 <br />C"I <br />CD <br />E <br />co <br />CD <br />E <br />CN <br />LO <br />C) <br />C*�,! <br />tz <br />C_� <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />.... <br />....... .. <br />...... ... <br />..... <br />'�" 1.1 '' <br />....... <br />...... <br />16GAxl-1\2" LONG (3/4"-1" CROWN) <br />... MAX-f 16GAxl-1/2" LONG (3/4"-V <br />STAPLES @ 6" O.C. VERT BETWEEN ... . . . . . . .. . ..... <br />CROWN) STAPLES @ 6" <br />STUDS (NOTED THUS:-) - OFFSET <br />O.C. VERT INTO STUDS <br />STAPLES BETWEEN STUDS AS SHOWN <br />(NOTED THUS:-) <br />V <br />METAL LATH ATTACHMENT DETAIL <br />REV. 09.24.21 SCALE: 3/4" V-0" <br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* <br />"ONLY APPLIES TO LENNAR TPA/JAX** <br />A I <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />10, <br />-011 <br />TANK -LESS W/H <br />H C G <br />000 <br />< <br />5' <br />CD <br />STUB -OUT FOR *1 C:) 0 -1 <br />LO <br />GAS METER 0 0 <br />0 <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" 01C. <br />11 141 <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 />BCIOJoist <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 1.8/1.7 <br />wood panels <br />2x + 5/8" or 3/4" wood panel <br />1- 1 /8" or two 1/2" <br />602.0 <br />wood panels <br />2x + 5/8" or 3/4" wood panel <br />2 x — lumber <br />Double 2 x — lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />FILL CELL <br />U) <br />LU <br />X <br />< <br />> STD. 90' <br />CONT. #5 <br />i HOOK <br />BAR <br />STD. 90' HOOK <br />BOND BEAM <br />SIMPS( <br />w/ (22) - <br />NAILS 1 <br />CONT. #5 <br />BAR <br />#5 CONT. <br />5/8"0 <br />THRU <br />BOLT <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />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 />PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D <br />SHEATHING PER PLAN <br />COLUMN AND <br />CONNECTION <br />TJ I 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 <br /># OF 2nd FLOOR <br />above to bearing below. <br />STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />I Small gap 2'min. <br />2" max " <br />. 4 <br />max. <br />A/ 1 <br />when <br />possib <br />Clinch nails <br />le <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 />2x4/PIywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails <br />required when indicated or 4" max. <br />16 <br />6- <br />2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist. <br />Birdsmouth cuts. N.T.S. <br />DOUBLE JOIST CONNECTION <br />Under 2nd floor cnii innn w/ Ir):4ri,, <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1 900 plf max along load bearing wall. <br />Load bearing wall must stack <br />*Non -stacking walls <br />over squash=20 blocks and <br />0 <br />require additional <br />w <br />wail or beam below.* <br />k <br />consideration. Check <br />_f <br />local building <br />T1 6" <br />code for appropriate <br />A <br />details in <br />One 1 Od box <br />areas=20 of high <br />or=20 sinker <br />lateral load. <br />nail each side <br />at bearing. <br />Squash block <br />) __J <br />(2x4 minimum <br />Bearing wall, Versa -Lam LVL or <br />0 <br />Glulam Beam <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 />Load bearing walls <br />higher than 15001b <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1 900 pif 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 Bearing Location <br />Series Depth End I Intermediate <br />BCI 5100sol� <br />9-1/2" <br />2-8d <br />2-8d <br />11 -7/8" <br />2-8d <br />3-8d <br />1 14" <br />1 2-8d <br />5-8d <br />BC16000se <br />BCl 6500se <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 />BC1 60s@ <br />11 -7/8" <br />2-8d <br />3-8d <br />14- <br />2-8d <br />5-8d <br />-8d <br />6-8d <br />BC19 0s@ <br />11-718" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />" <br />16d <br />6-16d <br />SIMPS( <br />wl (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />I.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULEFOR <br />z_ AND QUANTITY <br />)IFFASTENERS <br />TYPICAL SIMPSON META1 2 <br />Plumbing <br />META1 2 TSS INSTALLATION <br />beam below Load bearing wall must stack over <br />blocking and wall or beam below.* <br />kt Joist <br />When joists meet over wall, provide <br />13/4" minimum bearing for each. I -Joist can be offset <br />" <br />up to 3 <br />to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />VP�roide adequate bearing <br />for each lapped joist, Use 10dxY nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />10d nails require additional consideration.. <br />SECTION INT. BRG. WALL <br />(U-) <br />N.T.S. <br />Joist <br />MINIMUM SPACING 2x GREATEST <br />DIMENSION OF LARGEST HOLE <br />D <br />NOCKOUT EXEMPTS) <br />ow) <br />(see table bel D <br />(see table below) <br />Joist hanger <br />:��[ -le 71d <br />(0 <br />0 <br />A %" ROUND HOLE MAY 6 6" -DO NOT CUT HOLES <br />BE CUT ANYWHERE IN <br />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 <br />X_ A. <br />Aryy 16'joist <br />Span (R) <br />8 <br />V-9' <br />V-11" <br />V-0 <br />V-2" <br />V-3?* <br />1�-3' <br />1 �-7' <br />1 �-I 1 <br />2-4" <br />Z-9' <br />3-0 <br />3-7' <br />12 <br />I -a' <br />1�4' <br />T-Z' <br />V-2" <br />1�-3' <br />T-9' <br />2-4!' <br />2!-11" <br />3-7' <br />4!-Z' <br />4-9' <br />94' <br />16 <br />11 -a' <br />VA" <br />T-2' <br />T-2" <br />V-7 <br />2-S' <br />3�-Z', <br />3-10" <br />4-9' <br />9-7- <br />6-4' <br />1 7-2- <br />20 <br />V-11", <br />V-Z', <br />T-2" <br />2--a- <br />3­0" <br />7�_1111 <br />11. <br />&_1 <br />24 <br />T­0" <br />1--l" <br />I 1'-Z' <br />11 �-3" <br />3�-7', <br />4!-g' <br />1 9-101 <br />8.-4. <br />-4 <br />g-6. <br />-6 <br />101-9.1 <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 />A/C CHASE 4" PVC - <br />SLEEVE THRU STEM <br />WALL <br />00 <br />FINISH GRADE <br />Backer block (12" wide min.) <br />Nail w <br />ith 10- 1 Od nails. <br />Install tight to top flange. <br />A - <br />SLEEVE THRU STEM <br />SEE PLAN FOR <br />FOUNDATION INFO <br />STEM FOUNDATION <br />T <br />1U STEM <br />AN FnR <br />Filler block. <br />Nail with <br />10-1 Od 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—�_ Z_ <br />-Backer B I <br />ock <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 />depth <br />D <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />REINF. SEE PLAN <br />(2) #5 REBAR <br />'��—A/C CHASE 4- �PVC <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 0 <br />SECOND H 1 OA <br />(WHEN <br />SIMPSON H10A REQUIRED) <br />/ <br />118 <br />1 Od <br />1 1/2" <br />10A <br />1 J/ <br />1 <br />w <br />( <br />) <br />x <br />NAILS <br />UPLIFT= 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />X <br />015 <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION� <br />4 <br />4 <br />1-11 IN <br />\ <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />4.- <br />I t <br />SEE FND. PLN 1 <br />SIZE & REIN <br />12" BELOW <br />PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />/� PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />4 <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 <br />PLUMBING LINE <br />4 41 <br />4< <br />-I I IEEI I Mi 1 11- <br />4 <br />EEI I MI I <br />\0 _4� <br />SEE FND, PLN. I <br />SIZE & REINF. <br />::- LU <br />C3 <br />CL <br />=_C� <br />r cc CJ <br />C3- <br />Cc <br />C-4 <br />.2 <br />W <br />E <br />W CD <br />em <br />-.N� BRO4�V 7// <br />A <br />6 <br />tA i*,\, <br />S 10 <br />111,111"001 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />........... U) <br />4" <br />W <br />'1�1 E SO <br />0 <br />5 <br />0 <br />0 <br />U, C111 10 <br />41 <br />C: <br />M LL U_ <br />Z <br />_J 0 <br />0 <br />0 <br />-,C :2 9 W <br />I M Lu <br />N <br />W <br />W <br />z <br />. _` M <br />021 < r <br />Cn c� _I z <br />W Z� 0 og 0 �4 <br />LID z < 0 <br />N < 0 U) <br />---------- z <br />d El El El <br />4-1 <br />LU <br />0 <br />_0* <br />LU <br />Z:D <br />I-- Cn <br />00 <br />2 <br />Rig <br />U 6 <br />E <br />8 <br />.1 <br />- <br />�0 <br />U a; <br />0 , <br />Co <br />M <br />< 0 <br />C=� <br />CID <br />Cl> <br />v <br />U_ <br />C6 E <br />p- 0 <br />E u <br />Cu <br />CL <br />00 <br />z <br />CID E <br />0< <br />0 <br />o< <br />�z <br />ui <br />z <br />Cf.) C: <br />C: <br />.0 <br />z <br />'Z <br />W <br />CID <br />C> <br />M <br />no <br />z <br />?a <br />bill <br />< <br />. 2 C) <br />Co <br />_J <br />LO <br />LO <br />6 <br />0) <br />< <br />LO <br />0- <br />LO <br />_J <br />C) <br />0 <br />0 <br />C) <br />.2 <br />_J <br />0 <br />L0 <br />< <br />0 <br />I_L CY) <br />-l"e 04 <br />U 0 <br />co <br />Do 7- <br />L0 <br />co ce) <br />LO <br />LO LO <br />E <br />E <br />Q0 <br />i� <br />M <br />z <br />:3 <br />E <br />E <br />0 0 <br />_J <br />CU <br />< <br />a) <br />JOB <br />NO <br />-0 <br />23 6129 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />-TT-1 _TF 1 11 1 7 T-1- I <br />