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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />I' ...... ...... • • <br />s} [ Imo........... <br />16GAx1-1\2" LONG 3/4"-1" CROWN <br />MAX I 16GAx1-1/2" LONG 3/4"-1" <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 />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-0" <br />TANK -LESS W/H <br />H C G <br />0 0 0 <br />51-011 Q - <br />STUB -OUT FOR 0 1'-0" o o <br />GAS METER 0 <br />O FO <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 />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 <br />5000s 1.8/1.7 <br />wood panels <br />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 />2x _ + 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 />2x _ + 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 />FILL CELL <br />co <br />w <br />CONT. #5 > STD. 900 <br />BAR HOOK <br />STD. 900 HOOK <br />BOND BEAM <br />SIMPSC <br />w/ (22) • <br />NAILS 1 <br />CONT. #5 <br />BAR <br />#5 CONT. <br />5/8" (1 <br />THRU <br />BOLT <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 />SHEATHING PER PLAN <br />CONNECTION <br />/—TJI <br />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 /># 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 2" min. <br />2" m x } gap <br />a 4 max. <br />4 <br />Clinch nails <br />when <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. <br />4 Place joists together and nail from each side with 2 rows of 10d nails 2x4lPlywood/OSB web stiffener 2" min. <br />g 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 -Mangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />t. <br />DOUBLE JOIST CONNECTION topflanouthge ofcuts. <br />- Birdsmouth cuts. N.T.S. <br />N.T,S. - Under 2nd floor column w/ loads <br />hi her than 15001b <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 />4 <br />nail each side <br />at bearing. <br />g <br />BLOCKING PANEL, INTERIOR <br />Boise Joist Blocking Vertical load transfer =1900 plf 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 />JI blacking and wall or beam below.* --� <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 <br />or drill flanges <br />6#I A 1 2' ROUND HOLE MAY 67=ROUND <br />DO NOT C'UT HOLES <br />BE CUTANYWHERE IN LARGERTHAN1Y2" <br />THE 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 1Yz" <br />• ° <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 1Y2" 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 />Web Stiffener Fastener Schedule <br />Joist Bearin Location <br />Series De th End Intermediate <br />BCI5000s® <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 />5-8d <br />BCI 6000s® <br />BCI6500s® <br />9-1/1 <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 />BCI60s® <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 />BCI90s8 <br />11-7/ " <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />SIMPSC <br />w/ (22) <br />NAILS 7 <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 />AIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />Joist <br />When 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 />N.T.S. <br />Jc <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />3 <br /><� FINISH GRADE <br />Backer block (12" wide min.) �I I II I II I ICI I II I III I _I I <br />Nail with 10-10d nails. <br />Install tight to top flange. SLEEVE THRU STEM ° <br />a . •°,. <br />SEE PLAN FOR °• a . • • ° <br />FOUNDATION INFO ` d' <br />STEM FOUNDATION <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 />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 />V <br />r— REINF. SEE PLAN <br />1 (2) #5 REBAR <br />A/C CHASE 4" PVC <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 />t- a <br />j. d <br />1�. <br />! <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />il—III— II <br />d dI- <br />• .. 111111,; Ilr <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 />v d <br />a <br />PVC OR SCH40 SLEEVE <br />r—PLUMBING LINE <br />d <br />d. <br />• Q'd d - <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 />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />d<. d f ea G <br />a <br />d <br />e d <br />° v a <br />a' <br />,— <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />C= <br />r�r <br />C <br />lei- <br />1LU W <br />C f0 C.1 fV <br />N N <br />Iv <br />a w <br />i».fit{ yPi[.- fi .tL 6y�P <br />,,., .. cN <br />y0;�c <br />XA <br />f�r'`rclkFts aal&;a\1r�d. <br />, <br />s.lA <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 <br />7th Edition. 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