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I I 1 1_' 111 1 I -A - 1L I <br />3 <br />v <br />01 <br />N <br />x <br />m <br />-4- <br />0 <br />CV <br />O <br />0 <br />N <br />C) <br />M <br />1-1 <br />v <br />C) <br />r <br />c <br />3 <br />a <br />O <br />a <br />E <br />t° <br />N <br />E <br />s <br />v <br />J <br />5 <br />Q, <br />ti <br />0 <br />U <br />c <br />0 <br />UI <br />> <br />2 <br />i <br />CD <br />i <br />CD <br />I <br />Y <br />O <br />v <br />0 <br />J <br />Ez <br />N <br />0 <br />0 <br />0 <br />CL <br />N <br />5i <br />0 <br />z <br />0 <br />W <br />m <br />v <br />N <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH ­, /— WALL SHEATHING <br />1777­111 <br />1. <br />16GAx1-1\2" LONG (3/4"-1" CROWN) S�. [ j <br />„ MQX. :. [:. I: 16GAx1-1/2" LONG 3/4"-1" <br />.. <br />STAPLES @ 6 O.C. VERT BETWEEN ..... <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 O O O <br />5'-0" U <br />10 <br />STUB -OUT FOR 1 �_��� o LO <br />0 0 <br />GAS METER O o <br />� U <br />O 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 />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 />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 />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" or 7/el <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 P <br />— 5/8" or 3/4" wood anal <br />902.0 <br />2 x _ lumber <br />Double 2 x _ lumber <br />FILL CELLS �— STD. 900 HOOK r— BOND BEAM <br />SIMPSON MGT <br />w/(22)10d <br />w NAILS TYP. Cr <br />GIRDER TRUSS <br />a STD. 90° CONT. #5 <br />BAR T. #5 HOOK BAR r 2X TOP PLATE <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />5/81 <br />THRU <br />BOLT <br />CU. <br />BOND BEAM STEP 2 X B. <br />SCALE: N.T.S. SIMPSON MGT <br />w/(22)10d <br />2nd FLOOR NAILS TYP. <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT.BASEPLATE 12 METAII 12 TSS <br />� , �� TYPICAL SIMPSON MGT TO SIMPSON META <br />BEARING COLUMN y ��pLYw00D FLOOR INSTALLATION M I D SPAN <br />SEE PLAN FOR REQ'D <br />COLUMN AND _ - SHEATHING PER PLAN BUILT-UP COLUMN DETAIL <br />CONNECTION I TJI TO BE CUT TO ALLOW <br />- /� <br />'�'�FOR BLOCKING/TJI NOTE: <br />UPLIFT VALUE <br />\� `MASONRY WALL OR ':S: IS BASED ON <br />INTERIOR BRIG. WALL <br />S.P.F. <br />TJI PER PLAN <br />1 OTHERWISE SOLID <br />BLOCKING TO MATCH <br />Solid block all posts from # OF 2nd FLOOR LOCATION OF <br />above to bearing below. STUDS ` . SECOND H10A <br />SECTION @ INT. BRG. WALL SIMPSON H10A (WHEN <br />° <br />DOUBLE JOIST CONSTRUCTION ° <br />N.T.S. w/ (18)10d x 1 1/2" REQUIRED) <br />(Not required if both loaded equally from above) NAILS <br />Filler blocking 1/8" min. 2" min. UPLIFT = 1015# <br />+ / 2" max. }Small gap 4" max. <br />1/8" gap ' Web Stiffener Fastener Schedule - TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A <br />Joist Bearing Location - <br />/ Series_ I Depth End Intermediate_ <br />+ NT <br />' '//''' �, ® 9-1/2' 2 8d INSTALLATION INSTALLATION <br />BCI 5000s 11-7/8' 2- d 3-8d <br />Clinch nails / 14" - 2-8d 9-1/2" 2-8d 2-8d <br />ossible 5-8d <br />when / %® - „ <br />BCI 600os 11-7/82-8d . 3-8d 4" MIN. EMBEDMENT <br />P ✓ �` BCI 6500s®' 14" 2-8d 5-8d <br />� <br />16" 2-8d 6-8d SEE SCHEDULE FOR <br />1) Support back of web during nailing to prevent damage to-�11-7/8 2-8d -3 8d - oo SIZE AND QUANTITY <br />web -flange connection. \ O <br />� g P __ �- BCI sos � 14`' 2-8d 5 sd o OF FASTENERS <br />2 Block solid between joists for full length of span. Tight fit 16" MCI 6 8d o o <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8 - 3-16d 3-16d _ o <br />2x4/Plywood/OSB web stiffener — 2" min. BCI 90se 14" 5-16d _ 5-16d o 0 <br />4} Place joists together and nail from each side with 2 rows of 10d nails - - /" <br />4" max <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d <br />OF THE JOIST ASA REQUIRED LEAVING Ye" GAP ° TOP sides by6". - Hangers with side nailing. <br />�- Hangerswithsidesnotcontaining WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. <br />Under 2nd fl r of mn w/ I d <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 />64 <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 />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />Load bearing walls 7 <br />- ooc u oas <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 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 />Provide adequate bearing <br />for each lapped joist. Use 10dxY nails at Vo.c. for all joist <br />blocking panel *Non -stacking walls <br />+-10dnails SECTION @ INT. BRIG. WALL require additional consideration.— <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 />6 A 1)/2' ROUND HOLE MAY r 6rr DO NOT CUT HOLES <br />6 <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" <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 />VI <br />T-7" <br />1'-11" <br />2-4" <br />2-9" <br />32' <br />3' T' <br />8 <br />T-0" <br />1'-1" <br />1' 2" <br />T-2" <br />1-3- <br />12 <br />1'-a' <br />1'-1" <br />1'2" <br />1' 2" <br />1-3" <br />T-9" <br />2-4" <br />2-11" <br />3-7' <br />4'1 <br />4-9' <br />S'-4" <br />Any 16' joist <br />Span (R) <br />16 <br />1'-0" <br />1'-1" <br />1' 2" <br />1 2" <br />T-T' <br />2'-5" <br />3-2" <br />3-10" <br />4-9 <br />6-7' <br />64" <br />7 2.' <br />20 <br />1'-U' <br />V-1" <br />1' 2" <br />1 2" <br />2-0" <br />3-0" <br />4'-0" <br />4-10" <br />9-11" <br />6-11" <br />7'-11" <br />1 8'-11" <br />24 <br />T-0" <br />T-1" <br />1' 2" <br />V-3" <br />2-6 <br />3'-7" <br />4-9" <br />6-10" <br />1 T2" <br />8'-4" <br />9'f" <br />10-4- <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 />up to 3 to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />TYPICAL SIMPSON META12 / <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) I : 1 I III 11 1 I I I I I1 111= —111 <br />Nail with 10-10d nails. <br />Install tight to top flange. <br />�� SLEEVE THRU STEM <br />Joist hanger SEE PLAN FOR �, a... . a <br />:�� �� FOUNDATION INFO c <br />STEM FOUNDATION <br />�\ <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 />f Backer Block <br />- <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"1 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 />J requirements <br />�' /✓' � / 0.6XJoist <br />jT depth <br />/X <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />REINF. SEE PLAN <br />Nk, UNAJt 4 VVk, <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'4" <br />CENTERED @ PIPE <br />PENETRATION <br />4 <br />I —I I—� d <br />U 1111111I <br />PLUMBING LINE <br />i— PVC OR SCH40 SLEEVE <br />d <br />a <br />a <br />511 I —III <br />; III I <br />d <br />ad I —I <br />11—_1 I I- <br />• <br />�IIITII� <br />SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW 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 />/ r PLUMBING LINE <br />d L <br />d <br />d <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 PLUMBING LINE <br />a C .d dV d " <br />.4 <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />-d <br />7 <br />0- <br />_t- <br />L <br />a c� U O <br />�>p'-4-W <br />I <br />1 =4y*I <br />✓ <br />\t':.O <br />u' <br />� *\ F M <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 Flonda 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 />- to <br />W E <br />S N r-# <br />Q O C", <br />0 <br />V N m J LJL <br />m °o <br />LU <br />- <br />�rr� W a <br />f/J N v a Y <br />LL u- a w <br />,a <br />V J 0 <br />f. 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