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-- <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />16GAx1-1\2" LONG (3/4%1" CROWN) <br />STAPLES @ 6" O.C. VERT BETWEEN <br />STUDS (NOTED THUS:—) - OFFSET <br />STAPLES BETWEEN STUDS AS SHOWN <br />WALL SHEATHING <br />16GAx1-1/2" LONG (3/4"-1" <br />CROWN) STAPLES @ 6" <br />O.C. VERT INTO STUDS <br />(NOTED THUS:—) <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 />10'-0" <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 000 <br />5'-0" - <br />STUB -OUT FOR 0 1'-0" o o <br />GAS METER ' <br />v U <br />cD F <br />N = <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 />81-6" <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 />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" orp <br />5000s 1.8/1.7 <br />nel <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 />1/8" gap <br />r <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 Y8" GAP @ TOP sides by 6". <br />DOUBLE JOIST CONNECTION <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 pif 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 />consideration. Check <br />wall or beam below.* <br />local building <br />code for appropriate <br />1/16 <br />details in <br />One 10d box <br />areas=20 of high <br />or=20 sinker <br />lateral load. <br />nail each side <br />at bearing. <br />Squash block / <br />(2x4 minimum) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES —� <br />DO NOT cut, notch <br />or drill flanges <br />FILL CELL STD. 90° HOOK BOND BEAM <br />SIMPSON MGT <br />w/(22)10d <br />w � NAILS TYP. �GIRDERTRUSS <br />a STD. 90" CONT. #5 <br />> I HOOK BAR r 2X TOP PLATE <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKINGIrJI <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 />it OF 2nd FLOOR <br />above to bearing below. <br />STUDS <br />SECTION <br />@ INT. BRG. WALL <br />N.T.S. <br />1/8" min.) Small gap 2" min. <br />2" max <br />• � 4 max. <br />Q <br />Clinch nails <br />when <br />possible 1 <br />Tight fit U 1� <br />2x4/Plywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series I Depth <br />I End <br />Intermediate <br />® <br />BC15000s <br />9-1/21, <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 />BCI 6000s® <br />13CI6500s® <br />9-1/2" <br />11-7/8" <br />1 2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />1 16" <br />2-8d <br />6-8d <br />BCI60s® <br />11-7/8" <br />2-8d <br />3-8d <br />�1_4�' <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI90s8 <br />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />W <br />6-16d <br />66-16dd <br />- Hangers with side nailing. <br />- Hangers with sides not containing WEB STIFFENER- <br />- flange of joist. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column wl loads <br />higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall <br />Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer <br />Load bearing walls 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 />When joists meet over wall, provide <br />-13/4" minimum bearing for each. <br />Provide adequate bearing <br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />nails require additional consideration. <br />SECTION @INT. BRG. WALL <br />— <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 />rst UUI ANTVVIrltr•tt 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 1Y" <br />DO NOT CUT HOLES <br />LARGER THAN 1Y2" <br />ROUND IN <br />CANTILEVERS. <br />8 <br />T-U' <br />T1' <br />1' Z' <br />1'2" <br />V-7 <br />T-3" <br />T-T' <br />T-11" <br />^cam" <br />2'L' <br />32' <br />Arty 16' joist 12 <br />7-3-7- <br />T-a' <br />T-1" <br />T-2" <br />1'-2" <br />1' 3' <br />T-9' <br />7-4' <br />2+-11" <br />3 7" <br />4' 2' <br />4-9' <br />64' <br />Span�t� 16 <br />T-0" <br />1'--1" <br />T2' <br />1'2" <br />1' T' <br />2:-F <br />3'-2' <br />3'-10" <br />4-3'' <br />S' T' <br />6'-C' <br />T2' <br />20 <br />T-9' <br />T-1" <br />T-7' <br />1� Z' <br />2'-0' <br />3'-0" <br />4-0r' <br />4'-10" <br />5-11" <br />Ci-11" T-11" 8'-11" <br />24 <br />-0 <br />1'" <br />1'-1,• <br />1' 2'• <br />1' '• <br />2'�.," <br />'.x-T' <br />4-9' <br />5-10" <br />T2' <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, 1Yz" 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 />Plumbing <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 />y \ - 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 />I <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"-T gap at top of bottom 1/4%2" gap at bottom of top <br />flange. flange. <br />eb 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 />I -JOISTS BUCKETS <br />N.T.S. <br />5/89 <br />THRU <br />BOLT <br />I,C <br />SIMPSC <br />wl(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 />SCHEDULE FOR <br />AND QUANTITY <br />)IFFASTENERS <br />TYPICAL SIMPSON META12 / <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEM) <br />SEE PLAN FOR �• c . • <br />FOUNDATION INFO ' °' <br />STEM FOUNDATION <br />GRADE <br />r— REINF. SEE PLAN <br />�A/C CHASE 4" PVC (2) #5 REBAR <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 />SIMPSON H10A • • (WHEN <br />w/ (18)10d x 1 112" • 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" <br />CENTERED @ PIPE <br />PENETRATION <br />12" BELOW <br />GRADE <br />a a <br />• <br />�I�''lllllll� • a ,v{ <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />° <br />0 <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-O"_\ <br />CENTERED @ PIPE <br />PENETRATION <br />a <br />PVC OR SCH40 SLEEVE <br />r-PLUMBIN rG LINE <br />Z \ • a • <br />ka � <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />a <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />°Q <br />°f °a <br />° � ° ��IIII,; I�r- <br />a I r- <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />.a <br />N <br />O <br />0- ca <br />N <. _ c•t L <br />o <br />c <br />G c <br />o m <br />U <br />N N <br />a) <br />3 <br />W <br />00 <br />�03L <br />< ::3 U <br />1✓ c� 5-- <br />0 W <br />tl •+- <br />,.J%\1111111Ifillltpf / <br />.•; qoS <br />- ltiJ ���C✓ <br />_ A C14 <br />0 <br />., <br />P L 0 <br />f' ••.....•`L N <br />�SSpIO� <br />To the best of the Engineers knowledge, information and bel ef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a <br />E <br />4 8 <br />.90 N —in M `N- � <br />s <br />0)) tn'12rZ3? 2 <br />0 N 0 LL <br />N J <br />LL LL W <br />J U. o <br />Z a q 0 o- 2 <br />W C',�0e <br />W ��rn it S <br />W Coui <br />'Z cc J <br />z a <br />us <br />zN <br />N 6 U 9 U <br />W ❑❑ <br />0 R <br />Z N M <br />z <br />z <br />Q _ <br />a <br />—Npp <br />Z O <br />s <br />LL <br />a--+ <br />PO w <br />� <br />V <br />— � <br />w <br />0-a)- <br />(n C N <br />W W <br />v I <br />c <br />Q � w <br />o <br />M <br />�W <br />� <br />sg <br />Z0 <br />14=_• <br />E OV <br />t— (6 <br />- E <br />waj <br />8 0 <br />� <br />oa <br />W IC <br />7 j <br />$ <br />Z <br />ffi. <br />t <br />'0 <br />C <br />N <br />p 8 <br />" <br />� o <br />Z �i <br />co J <br />cab <br />a5 <br />im <br />Rz <br />Wto <br />Co3 <br />Si;�G <br />5 <br />� <br />Z� <br />�w <br />°zIa <br />$r <br />c� 3 <br />o T <br />> M <br />2 <br />C, <br />m <br />cc <br />� <br />H <br />o^^O <br />O <br />0 <br />Cn <br />'�/Cr/�� 2 <br />O <br />Co <br />V J m <br />Q <br />4-1 <br />4-0 <br />C14 <br />CD <br />0 <br />}. <br />Q <br />LO <br />corn <br />` <br />T <br />E <br />c <br />z <br />l0 <br />E y <br />a <br />m <br />a <br />v w <br />U � Q o <br />c <br />4) <br />JOB <br />NO : 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN-1 <br />