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7 <br />a <br />rn <br />LO <br />v <br />Ln� <br />0 <br />00 <br />0 <br />0 <br />I <br />N <br />J <br />a <br />LO <br />LO <br />v <br />00 <br />J <br />0 <br />I <br />N <br />LO <br />EID <br />cn� <br />0 <br />i <br />3 <br />Q <br />N <br />N <br />E <br />co <br />E <br />0 <br />N <br />J <br />C0 <br />0 <br />U <br />v <br />C <br />VI <br />2 <br />.2 <br />0 <br />d <br />-0 <br />a <br />z <br />y <br />I <br />O <br />0 <br />0 <br />9 <br />2 <br />t� <br />N <br />a <br />M <br />a� <br />0 <br />0 <br />16 <br />N <br />O <br />r•y <br />v <br />0 <br />z <br />0 <br />W <br />Cn <br />-v <br />v <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />::.........::::::. "I.....................I...... <br />1 <br />..� ............................ <br />... �.........I....�..�..... <br />16GAxl-1\2" LONG (3/4"-1" CROWN 8' 1:: <br />MAX—. k 1 <br />STAPLES @ 6" O.C. VERT BETWEEN . 1. 4: 1;::::::::{::::::: 16GAx1-1/2" LONG (3/4%1" <br />STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN 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 0 0 0 <br />5'-0" Q - <br />STUB -OUT FOR 1 '_0" o LO <br />GAS METER 0 o <br />_ � U <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 />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 />1 T-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 />1T-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 />BCIJoistBacker <br />Block <br />Series <br />Thickness <br />Filler Block Thickness <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 1.811.7 <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 —I <br />FILL CELL STD. 90° HOOK BOND BEAM <br />w <br />STD. 90° CONT. #5 <br />CONT. #5BAR >f HOOK BAR <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />5/81 <br />#5 CONT. THRU <br />FROM BOLT <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 <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />i <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br />L <br /># OF 2nd FLOOR <br />Solid block all posts from <br />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />2" max <br />}Small gap 2" min. <br />• � 4 max. <br />Clinch nails - <br />when <br />i <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. 2x4/PlywoodlOSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. <br />2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />DOUBLE JOIST CONNECTION top flange joist. <br />- Birdsmouth uth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <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 />---T <br />i1/16 <br />code for appropriate <br />details in <br />One 10d box <br />areas=20 of high <br />t4 <br />or-20 sinker <br />lateral load. <br />nail each side <br />at bearing. <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 =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-t7 <br />Web Stiffener Fastener Schedule <br />Joist Bearin Location <br />Series De th End Intermediate <br />BC15000s® <br />9-1/2" <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-$d <br />BCI 6000s® <br />BCI 6500s® <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 />BCI600 <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI90s® <br />11-7/8" <br />3-16d' <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" 16-16d <br />6-16d <br />SIMPSC <br />w/ (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 />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />beam below Load bearing wall must stack over <br />blocking and wall or beam below.* <br />Joist <br />FWhen joists meet over wall, provide <br />1 3/4" minimum bearing for each. I -Joist can be offset <br />up to 3 to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />W N.T.S. <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 />Squash block) —10d nails SECTION @ INT. BRG. WALL require additional consideration. <br />2x4 minimum <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <br />NO HOLES (EXCEPT 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 Joist hanger <br />or drill flanges <br />6,� A 1 2' ROUND HOLE MAY 6�. 6� DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" <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 1Y2" <br />8 <br />'I'-U' <br />1 t T' <br />1- . <br />1 ,. <br />1 3!' <br />1 3,. <br />V-7 ' <br />1"1" <br />2-4' <br />3!-2" <br />7' <br />16" 1 st ..—.Y.... <br />12 <br />1'-9' <br />1'-1," <br />I' ' <br />.t 2 " <br />t<3. <br />T-9` <br />2'-4" <br />2'-11" <br />3- 7' <br />4 2. <br />� <br />ISY <br />an (11). —_ <br />16 <br />1'-0 <br />1'-1"° <br />1' <br />1 2" <br />1 �i ' <br />2'-5" <br />3'-2 <br />3'-ii1" <br />4' 3" <br />!9 7" <br />On <br />7 2' <br />20 <br />T-a' <br />1'-1 ` <br />1' <br />1' 2" <br />3'-0" <br />4-Q'° <br />'-1fi)" <br />5'-1 I" <br />11'" <br />7'-11" <br />8'-11'. <br />24 <br />T-W <br />1i_1'. <br />1' <br />jl ,. <br />2- ' <br />'a' -7- <br />4'' <br />S'-1Q"` <br />7 <br />-4" <br />'tx <br />101-9" <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 />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) =111-111-111-111— <br />Nail with 10 10d nails. -=1 11=''T <br />Install tight to top flange. SLEEVE THRU STEM <br />°. <br />° <br />SEE PLAN FOR °• ° • <br />FOUNDATION INFO ` n d <br />STEM FOUNDATION <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 />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"-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 />I —JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />0 <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 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" <br />CENTERED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4' 0"—\ <br />CENTERED @ PIPE <br />PENETRATION <br />A d <br />Q <br />`PVC OR SCH40 SLEEVE <br />PLUMBING LINE U G <br />co <br />Z •'Q • <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 />d <br />d d <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />da <br />Ai da L <br />%J <br />�a Q �: <br />00 <br />i � ) <br />t N <br />® <br />=* > <br />93 <br />c' <br />�J <br />v', y <br />v� <br />W -0 <br />L� <br />N <br />V l� <br />ppeepp <br />\V <br />r <br />� 9 <br />r ' _Q <br />w �> L) 0 <br />.. 0 <br />W <br />6: OW <br />>> <br />N <br />CV <br />0 <br />N <br />M <br />o <br />:Ero1669lt34gk0 co <br />F o <br />E i <br />$750 <br />STA i <br />OF •�<(/ <br />�93i'3fi::3"fit <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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