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Cn <br />LO <br />00 <br />LO <br />LO <br />21 <br />0 <br />�R <br />C-4 <br />C,4 <br />LO <br />00 <br />CD <br />LO <br />LO <br />C14 <br />t2 <br />to <br />C14 <br />L8 <br />LO <br />0 <br />:E <br />C14 <br />CL <br />E <br />9 <br />co <br />0) <br />E <br />0 <br />all <br />0 <br />9 <br />17- <br />C'4 <br />C) <br />LO <br />LO <br />LLJ <br />V) <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />. ..... <br />....... <br />4.1. - 1-7,77-I.K. ...... <br />...... <br />........... <br />.... ...... <br />..... .. <br />........ <br />. ..... <br />16GAxl-1\2" LONG (3/4"-11" CROWN) 16GAxl-1/2" LONG (3/4"-l" <br />STAPLES @ 6" O.C. VERT BETWEEN <br />... ... <br />CR WN) STAPLES@ 6" <br />STUDS (NOTED THUS:-) - OFFSET <br />O.C. VERT INTO STUDS <br />STAPLES BETWEEN STUDS AS SHOWN <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 LATW <br />"ONLY APPLIES TO LENNAR TPA/JAX** <br />.. .... MAX7 <br />101-01, <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 00 0 V <br />Cn <br />5'-011 < <br />0 <br />STUB -OUT FOR 1-01. <br />LO <br />GAS METER 0 <br />9 <br />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 />7-5" <br />(2) 16d TOENAILS <br />2" X 6" @ 16" O.C. <br />10'-8" <br />(2) 16d TO ENAI LS <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 />111._011 <br />(2) 16d TOENAILS <br />2" X 10" @ 24" 0. C. <br />13-0" <br />(3) 16d TOENAILS <br />2" X 12 @ 24" O.C. <br />154" <br />(1) SIMPSON H TS20 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"'J)oist <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 />-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 />2x + 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 />NT <br />FILL CELL <br />U) <br />LU <br />STD. 90- <br />CONT. #5 HOOK <br />BAR <br />STD. 90' HOOK <br />BOND BEAM <br />SIMPS( <br />w/ (22) - <br />NAILS 1 <br />7s— <br />CONT. #5 <br />BAR <br />#5 CONT. <br />5/8,10 <br />THRU <br />BOLT <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM STEP <br />BOND BEAM <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 />TJ I 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 />L <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. 2" min. <br />Small gap <br />2" " <br />ax. <br />4 <br />max. <br />i <br />y <br />Clinch nails <br />when <br />possib e <br />I I I <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />ight fit <br />2) Block solid between joists for full length of span. <br />T <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" <br />. <br />16 <br />6- <br />2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". <br />- Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. N.T.S. <br />DOUBLE JOIST CONNECTION <br />- Under 2nd floor column w/ loads <br />N.T.S. hi <br />her thnn I r;nnlh <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1 900 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=21 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 />(D <br />Glulam Beam <br />Boise Joist Blocking <br />Usp 3" (1 Od) nailq at 6" o-r. <br />Q%�' Provide adequate bearing <br />for each lapped joist. <br />Od nails <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />NO HOLES (EXCEPT <br />MINIMUM SPACING 2x GREATEST <br />KNOCKOUTS) ALLOWED <br />DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <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 <br />Web Stiffener Fastener Schedule <br />- <br />Joist Bearing Location <br />Series Depth � End I Intermediate <br />BCI 50OOsP <br />9-1/2" <br />1 2-8d <br />1 2-8d <br />11-7/8 " <br />1 2 -8d <br />1 -8d <br />1 3 <br />14" <br />i 1 2-8d <br />5-8d <br />BC16000s@ <br />BC16500so <br />9-1/2" <br />11 -7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />le <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCl 60so <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 />BCl 90se <br />11-7/81, <br />3-16d <br />3 -16d <br />14" <br />5-16d <br />5-16d <br />I <br />' <br />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 />TYPICAL SIMPSON META12 <br />Plumbing <br />META12 TSS INSTALLATION <br />beam below Load bearing wall must stack over <br />blocking and wall or beam below.* <br />�t Joist <br />When joists meet over wal I, provide <br />I -Joist can be offset <br />13/4" minimum bearing for each. <br />up to 3 to avoid <br />vertical' plumbing <br />3" max <br />JOISTS OFFSET <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />6"' A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES <br />BE CUT ANYWHERE IN LARGER THAN <br />THE WEB. PROVIDE AT ROUNDIN <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 />Any 16' pcist <br />span0t)- -11-6 <br />- -1 __ <br />8 <br />11-01, <br />V-111 <br />11-21 <br />1 �-.2" <br />1 �_31 <br />1 -3' <br />T-7' <br />T-I 1" <br />2-4" <br />2'-g' <br />3-0 <br />3-7 <br />12 <br />T­a' <br />T-T' <br />l'-Z' <br />1�-2" <br />T-3' <br />T-9* <br />2-4!' <br />2-11 " <br />3�-T' <br />4-2* <br />4-9' <br />9-4' <br />1 114T <br />1 11-1 11 <br />11-21 <br />1'-2" <br />T-T' <br />2-6' <br />3-2', <br />3-10" <br />4-9' <br />6�T- <br />6-4- <br />7-2 <br />120 <br />1 1-U� <br />I �_I <br />1. <br />T-Z' <br />T-2" <br />2'-a' <br />3-01" <br />4�0" <br />0�11 <br />1,eV-1 <br />9 -1 1 <br />11", <br />7'-11" <br />&-IT' <br />12411 <br />-0'., <br />1-1 '. <br />11. _z. <br />V-3" <br />2-6. <br />tr' <br />4-9' <br />16-10" <br />1 T-Z' <br />8-4" <br />1 9-6' <br />1 10t�d <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 />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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <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. 1Y2" 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 />N.T.S <br />Joist hanger <br />A/C CHASE 4" PVC - <br />SLEEVE THRU STEM <br />WALL <br />it 50 <br />SCHEDULEFOR <br />AIN. EMBEDMENT <br />AND QUANTITY <br />)FFASTENERS <br />00 <br />� FINISH GRADE <br />Backer block (12" wide min.) =1 I 1=1 I 1=1 I 1=1 I I= <br />Nail with 10- 1 Od nails. <br />4 <br />nstall tight to top flange. <br />r <br />SLEEVE THRU STEM <br />SEE PLAN FOR 4 <br />4� 44 4 <br />4 <br />FOUNDATION INFO <br />STEM FOUNDATION <br />r- GRADE —MMINIC CC= r'11 A KI <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 />4 <br />A , <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 stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />Web stiff ner as <br />requirements <br />0.6 X Joist <br />depth <br />D <br />__ - m __ <br />I -JOISTS BUCKETS <br />N.T.S. <br />(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 />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H 1 OA <br />(WHEN <br />SIMPSON H10A <br />wl (18) 1 Od x 1 1/2" REQUIRED) <br />NAILS <br />UPLIFT = 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />X1 10A <br />11 /2' <br />0154 <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />TOP (2) #5 s x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION� <br />4 <br />IM I 5fl I Ittl 1 <br />C, <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />4 <br />< <br />4 <br />SEE FIND. PLN. <br />SIZE & REINF. <br />12" BELOW <br />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 />PLUMBING LINE <br />4 <br />CD <br />2 <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 <br />PLUMBING LINE <br />Fr <br />4 4 4.V <br />1 4 4< <br />< I M-d I 1EE1 I 1� <br />4 <br />11 <br />zv4, <br />SEE FND. PLN. <br />SIZE & REINF. <br />CNI <br />CD <br />> Lu <br />C3 :�5 <br />CL C.- C= <br />: t; . <br />3: - <br />2 <br />cc <br />W CD.= <br />CJ W <br />3 <br />co <br />r= <br />CL <br />0 VA <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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