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3 <br />W <br />I <br />N <br />/ <br />a <br />N <br />v <br />.n <br />N <br />J <br />lL') <br />0 <br />I <br />M <br />0 <br />O <br />c <br />-L <br />Q <br />M <br />O <br />a <br />1,2 <br />co <br />E <br />0 <br />x <br />v <br />c <br />c <br />J <br />i <br />tZ <br />M <br />0 <br />Cq <br />S <br />0 <br />a <br />M <br />0 <br />-a- <br />0 <br />d <br />cD <br />z <br />M <br />0 <br />0 <br />m <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />III ,III <br />16GAx1-1\2" LONG (3/4%1" CROWN) 8 <br />STAPLES @ 6" O.C. VERT BETWEEN MAX I I I 16GAx1-1/2" LONG (3/4"-1" <br />STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN v O.C. VERT INTO STUDS <br />(NOTED THUS:-) <br />METAL LATH ATTACHMENT DETAIL <br />REV. 09.24.21 SCALE: 3/4" = 1'-0" <br />*'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*` <br />**ONLY APPLIES TO LENNAR TPA/JAX** <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-0" <br />TANK -LESS W/H <br />H C G <br />000 <br />5'-0" a - <br />STUB -OUT FOR 1'-0" o ° <br />GAS METER 0 c <br />of <br />� U <br />9 ~O <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'-V <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" orp <br />5000s 1.8/1.7 <br />nee <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 />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 />11 <br />a STD. 90° CONT. #5 <br />BAR �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 /><'­ �i, � CONT. BASE PLATE <br />BEARING COLUMN <,x <br />SEE PLAN FOR REQ'D �� �-PLYWOOD FLOOR <br />COLUMN AND SHEATHING PER PLAN <br />CONNECTION , <br />TJI 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 # OF 2nd FLOOR <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />r <br />i 1/8" min.)Smallgap 2" min. <br />) max. Web Stiffener Fastener Schedule <br />i 2" max. 4" <br />-1 Joist Bearing Location <br />T- Series Depth I End Intermediate <br />_ ® 9 1/2' 2-8d 2-8d <br />BCI 5000s 11-7/8 _ _2-8d 3-8d <br />Clinch nails - �� � <br />_1 4" 2-8d 5-$d--- <br />`; j ; 9-1/2"-1 2-8d - - 2-8d <br />whepossible, BCI6000s® 11-7/8"' 2-8d - 3-8d <br />BC16500s® 14" 2-8d___- 5-8d _ . <br />16" 2-8d 6-8d <br />1) <br />Support back of web during nailing to prevent damage to <br />- 11 7%8 <br />2-8d <br />3-8d <br />web -flange connection. <br />_ <br />BCI 600 14" ! <br />2-8d_ j_ <br />5-8d <br />2) <br />Block solid between joists for full length of span. <br />Tight fit <br />16" <br />2-8d <br />6-8d <br />3) <br />Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />11 7/8" <br />3-16d <br />3-16d <br />4) <br />Place joists together and nail from each side with 2 rows of 10d nails <br />2x4lPlywood/OSB web stiffener �" min. BCI 90s® 14 <br />5-16d- <br />5-16d <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite q max. _ I 6-16d_- <br />re- Hangers with side ailing. 16" 6-16d -- -- <br />OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6" • Hangers with sides not containingWEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth guts. 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 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 />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 />Use 3" (10d) nails at 6" o.c. <br /><�' Load bearing walls <br />Provide adequate bearing <br />for each lapped joist. <br />10dnails SECTION @ INT. BRG. WALL <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 />higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 pif max. along bearing wall <br />Required on interior walls: -for vertical load transfer Plumbing <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 />Joist <br />�When joists meet over wall, provide <br />1 3/4" minimum bearing for each. I -Joist can be offset <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />zo <br />6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" <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 1Y" <br />FbUI d Hide Q:Lgmet+er <br />2 <br />3 <br />4 <br />a <br />6 <br />7 <br />8, <br />8-8 5 <br />10 <br />i1 <br />1 <br />13 <br />Hde Side <br />2 <br />3 <br />A6 <br />8 <br />& <br />C! <br />Any 16" joist <br />Span (it) <br />8 <br />V-0" <br />1'A" <br />V-7' <br />1 2" <br />V-3" <br />T-3" <br />T-7" <br />1'-11" <br />24" <br />2-9" <br />3'-2" <br />3-7' <br />12 <br />1'-0" <br />V-1" <br />1'-2" <br />V-2" <br />V-3" <br />T-9" <br />2'-4" <br />2'-11 " <br />3'-7' <br />4'-2' <br />4-9 <br />6'-4" <br />16 <br />1'-0" <br />1'-1" <br />1'-2' <br />1-2" <br />1'-7' <br />2-0" <br />3-2" <br />3-10" <br />4-9" <br />6-7' <br />64" <br />7 2" <br />20 <br />V-9- <br />I 1'-l" <br />1' 2 <br />1' 2" <br />2'-0" <br />3'-0" <br />4'-0" <br />4'-10" <br />6'-11" <br />24 <br />V-0" <br />T-1" <br />1'-2 <br />1'-3" <br />2' <br />3'-7' <br />4'-9" <br />6-10" <br />7 2" <br />8'4" <br />1 <br />10'-9 <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. 11'2" 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 />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />A <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 />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 />ter. <br />Backer block (12" wide min.) =1 11=111-111-11 I = <br />Nail with 10-10d nails. -1 I I=T=1 11=1 I I - <br />Install tight to top flange. <br />SLEEVE THRU STEM <br />SEE PLAN FOR °• ° • ., ° <br />I �IfIN1 j� FOUNDATION INFO a` • a ° <br />STEM FOUNDATION <br />GRADE <br />Filler block. REINF. SEE PLAN <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. —III —I I <br />I_ _III—1 l—i <br />1/4"-2" gap -J <br />Backer Block �'7-A <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 />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.I X Joist <br />T <br />l depth <br />0o �, <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 i 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 />III=1 <br />I E, III�I- <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />01 <br />° <br />° <br />G <br />• <br />a <br />v° I <br />I —III —III <br />III I I I <br />III11111 <br />• <br />— <br />1,�11 <br />SEE FND. PLN. <br />SIZE & REINF. <br />BELOW <br />GRADE PIPE VERTICAL THRU FND. <br />G <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH41 SLEEVE <br />r-PLUMBING LINE <br />z_ •a � <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 />r-- PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />SEE FND. PLN. <br />SIZE & REINF. <br />°a a <br />°a G <br />�Ifii <br />CM <br />o� <br />i <br />U ry n O <br />N <br />N N L <br />a °' ear ti <br />•� E -. c <br />� 3 <br />�O w as .rn <br />Vf G a <br />E <br />�O o <br />a � <br />Z, <br />M <br />N <br />0 <br />N <br />CIO <br />N <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 An 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 />H <br />W ov E <br />a s <br />o <br />V OOD C N Cop �, <br />0 <br />� <br />to � i_" 1Z D Y' J <br />N 0 # LL <br />Q C J l <br />W <br />J LL , n <br />Lu <br />Z -a Y, a 2 <br />L Y V <br />�_ <br />M N t0 <br />W <br />(n 1m w <br />LLZ c�ZQJ <br />z N OU <br />W ❑❑ <br />0 <br />N <br />Q <br />2 14 <br />N <br />C) <br />to z <br />Cz <br />o <br />a--� <br />C "m <br />V <br />0 w o <br />(n r_ " <br />•—I <br />�Ln <br />(u <br />U <br />_w J <br />t° O <br />U <br />I <br />= L <br />o T <br />Q � o <br />0 <br />J <br />o, <br />, <br />Z <br />E <br />co Eo <br />zo <br />a� <br />E U <br />w <br />oa <br />I— D co <br />_ <br />�0 <br />�a <br />�0 <br />o< <br />ZCD <br />� <br />ao <br />iiz <br />� <br />ru <br />-a C <br /><o <br />oY <br />m� <br />zLL <br />z <br />m J <br /><� <br />�Z <br />z <br />as <br />W <br />D <br />ap <br />m <br />aLL <br />r3 <br />Jw <br />J <br />o <br />M <br /><a <br />K <br />;o <br />a r <br />C) <br />12 <br />> (� <br />O� <br />rn <br />m <br />c9 <br />N <br />i0 L.n <br />N <br />L0 <br />0 <br />Cr <br />N <br />CL <br />N <br />m <br />Lii <br />~ <br />U_ <br />I� <br />1 <br />U <br />CD <br />CM <br />0) <br />m p <br />L+n <br />N <br />Q M N <br />r <br />l- T <br />w CO 04 <br />o <br />ca <br />N i� d- <br />Z <br />c <br />E <br />Eo <br />m <br />a <br />v <br />U � Q p <br />c <br />� <br />JOB <br />NO: 23-04651 <br />SCALE : AS NOTED <br />SHEET NO. <br />S N 1 <br />