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3 <br />E <br />v <br />Cr <br />0 <br />.0 <br />0 <br />I <br />0 <br />0 <br />J <br />0 <br />I <br />C> <br />0 <br />I <br />N <br />/ <br />v <br />0 <br />0 <br />0 <br />4- <br />0 <br />I <br />CD <br />0 <br />N <br />i <br />i <br />v <br />V <br />V) <br />0 <br />a <br />0 <br />Q <br />0 <br />0 <br />E <br />F�— <br />Cn <br />E <br />0 <br />L <br />v <br />c <br />c <br />J <br />N <br />U <br />2 <br />U <br />i <br />U <br />a� <br />0 <br />n <br />i <br />a <br />C <br />0 <br />•D <br />J <br />ti <br />0 <br />oo <br />v <br />a <br />0 <br />N <br />0 <br />00 <br />v <br />Q <br />r <br />0 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />II II II <br />IT *: I:[I:::: <br />I..I....F .........I.I...........:. I.I..... <br />....fIT-.!�....... _'` .fl.l............stxq::all..... <br />I..I....::.. L.l......... � ... ..... <br />— Imo......... <br />I. ..... I.I........ .........l.l..... <br />16GAx1-1\2" LONG (3/4%1"" CROWN) j I: A�: .:.........I:I.I: I..::: <br />STAPLES @ 6" O.C. VERT BETWEEN L.L MAXI'. I1 ....... 16GAx1-1/2" LONG (3/4"-1" <br />STUDS (NOTED THUS:—) - OFFSET I I I I I I 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'-01, <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE O O O <br />5'-0" `i - <br />0.0 <br />STUB -OUT FOR 1'-O" 0 9 0 <br />GAS METER O r o � <br />d• U <br />O r <br />N 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 />T-5" <br />(2) 16d TOENAILS <br />2" X 6" @ 16" O.C. <br />1U-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 />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 />P <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 />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 />r <br />FILL CELL STD, 90° HOOK BOND BEAM <br />w <br />j STD. 90° CONT. #5 <br />BAR CONT.5 HOOK BAR <br />#5 CONT. <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 />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />COLUMN AND <br />i <br />I <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKINGIfJI <br />-MASONRY <br />WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />Solid block all posts from <br />above to bearing below. <br />STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. ) Small gap 2" min. <br />2" ma <br />x• 4 max. <br />A <br />Clinch nails <br />when <br />possible J <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 />Leave 1/8" a between to of filler blocking and bottom of to flange. 3) g p p g p2x4/Plywood/OSB 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 ctst. <br />Birdsmouthuth 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 />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 />at bearing. <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 />I lsa 3" (10d1 nails at 6" n-r.- <br />QY/ Provide adequate bearing <br />for each lapped joist. <br />90dnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />IDDIMENSION 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 I t Plumbing <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or J <br />beam below Load bearing wall must stack over <br />blocking and wall or beam below.* - - <br />Joist <br />When joists meet over wall, provide <br />IF1 3/4" minimum bearing for each. I -Joist can be offset <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series LEnd Intermediate <br />0 <br />BC15000s <br />-Depth <br />9-1/2" <br />2-8d <br />2-8d <br />11-7/8" <br />14" <br />2-8d <br />2-8d <br />I 3-8d <br />5-8d <br />BC16000s8 <br />BCI 6500so <br />9-1/2" <br />11-7/8"; <br />2-8d <br />2-8d <br />I 2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI60so <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 />BCI 90so <br />11-7/8" <br />3 16d <br />3-16d <br />14" <br />5-16d <br />5-16d _J <br />16" <br />6-16d <br />6-16d j <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />-I, <br />kMAMIIIIIIIIIIIIIIII <br />M <br />7=ROUND <br />6„A1 2' ROUND HOLE MAY 6"DO NOT CUT HOLES <br />BE CUT ANYWHERE INLARGER THANTHE WEB. PROVIDE AT 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 1" <br />8 <br />TLC' <br />'I' -'I" <br />4'-Z' <br />'f Z' <br />1 3' <br />If -3„ <br />`["-T' <br />4 -41,. <br />24," <br />2, " <br />3-2' <br />3, 7" <br />16. joist <br />12 <br />1,-0," <br />-1 tax <br />1 " <br />1=2," <br />1'" <br />2 <br />3-2 <br />3'_1,8,"'," <br />5'_7. <br />G-4' <br />7 2" <br />20 <br />1,," <br />1,_1," <br />1, <br />1 2,. <br />2 <br />3'-0" <br />4'-t?"'-1 <br />S'-11". <br />'-11'° <br />7'-11'" <br />S'-11x" <br />1'-3," <br />2,-," <br />3.-7," <br />4-9' <br />;51-19' <br />-r 2' <br />8'-4' <br />9-6' <br />1�7'-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. 1%" 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 1%" 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 />up to 3 to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N7.S <br />JC <br />SIMPSC <br />w/(22) <br />NAILS 1 <br />5/8" 0 <br />THRU <br />BOLT <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 />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />-- - - --X <br />e <br />00 <br />FINISH GRADE <br />Backer block (12" wide min.) III —I I ITI I —III — -1 I I <br />Nail with 10- 10d nails.I—III—III— <br />Install tight to top flange. SLEEVE THRU STEM °' <br />°. <br />SEE PLAN FOR �• ° . • • <br />FOUNDATION INFO a_ d <br />STEM FOUNDATION <br />GRADE <br />\Filler block. REINF. SEE PLAN <br />\\ Nail with <br />\ �� 10-1 Od nails. <br />Backer block required where top a d d <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. d _I, ,IIf, ,III, I <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 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 />requirements <br />0.6 X Joist <br />p e � T�depth <br />I I I i <br />ono o <br />I -JOISTS BUCKETS <br />N.T.S. <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 />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />- <br />d <br />.. <br />d <br />dd <br />d <br />I —III <br />—III. <br />• <br />I I IIII� <br />� l r <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />e q <br />Z • d <br />co � <br />d <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 />SEE FND. PLN. <br />SIZE & REINF. <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />dd <br />e� <br />e.o <br />� p <br />CAI <br />CO <br />C-1 N <br />•- m x <br />� cc <br />co <br />ova <br />a <br />is ai a� <br />> s� <br />C <br />�o <br />0 <br />a <br />90 <br />•`� �t <br />A4 <br />°: <br />.� <br />Off° m <br />Ca <br />�, �Q.S.-,i0 �\V <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 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 />N <br />W <br />0 <br />0 <br />4 co8 <br />O N � <br />o C:C m IV <br />y <br />N O U. <br />Q J LLB 1 up <br />d <br />Z <br />C: °' <br />Z <br />L S2 CD Z <br />i . @ N O � O <br />020, <br />W m <br />Z <br />co ZLL Q J <br />Z N do <br />v <br />W ❑E] <br />V M <br />N CJ <br />0 0 <br />o <br />� N <br />z o � <br />J - <br />a <br />M <br />In Z a <br />U <br />(V o <br />a-J u, <br />(6 W <br />u <br />Ow g <br />Vv1 <br />(Z r— <br />U <br />J e <br />l <br />U o rn <br />¢ O <br />° <br />O, <br />I�N <br />o <br />w <br />Mw <br />M <br />o <br />Z <br />z <br />< <br />41 <br />J <br />f6 E <br />O <br />E OO <br />z o <br />�'z <br />wz <br />> N <br />a <br />z© <br />oa <br />CU <br />O E <br />Nco <br />K 216 <br />O�¢ <br />a= <br />U <br />U <br />'0� <br />aZ <br />woo <br />Q <br />�w <br />L <br />C%J <br />p <br />< <br />O� <br />�o <br />m 0 <br />0 <br />OZF <br />>Z <br />N <br />�� <br />aw <br />�W <br />cn <br />N <br />Q <br />O <br />2LL< <br />w w <br />go <br />a <br />w F <br />T <br />U <br />Q� <br />ow <br />_ <br />�� <br />o <br />w¢ <br />�o <br />O <br />O <br />d' <br />z¢ <br />a <br />0� <br />_ <br />o T <br />>Cn <br />I <br />a <br />� <br />m <br />CU <br />� <br />H <br />0 <br />0 <br />_ <br />CO <br />n <br />00 <br />r -c <br />C) 0 <br />a <br />� <br />Coo <br />0 <br />(� <br />Cfl <br />m Q <br />Q <br />CN <br />O oo N <br />IO <br />y--' <br />-� O O <br />Q <br />� <br />1' N <br />r <br />O in.LO <br />M <br />Qr <br />O C)� <br />r <br />ai <br />2 r- pp <br />o <br />Z <br />Z <br />E <br />a <br />E .. .o Ca <br />U � Q Ca <br />= <br />JOB <br />NO: 22-09474-09471 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN-1 <br />PASCO COUNTY <br />