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01 <br />-3t <br />LO <br />00 <br />C) <br />U-) <br />rr <br />r- <br />C) <br />C,4 <br />00 <br />C <br />C:) <br />]:�C_ <br />LO <br />00 <br />U'� <br />0 <br />C) <br />9 <br />r- <br />00 <br />r�o <br />C'4 <br />C, <br />C14 <br />C14 <br />CN <br />CL <br />E <br />1_2 <br />E <br />C-) <br />__1 <br />0 <br />0 <br />10" <br />a_ <br />.2 <br />-0 <br />E, <br />6 <br />LZ <br />1�0 <br />cm <br />16 <br />C'4 <br />C14 <br />(D <br />1�0 <br />�3 <br />0 <br />1= <br />1= <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />16GAxl-1\2" LONG (3/4"-V CROWN) <br />.......... <br />.... . ... .... .... ......... <br />. .......... ........ <br />. . . . . . . . V <br />............. I ... <br />.. . ... . .. ....... ... <br />.... .. ........... ...... <br />... ........ <br />- - . .... <br />..... ..... <br />........ ...... .. <br />...... ....... <br />.................... <br />. .. ............... <br />WALL SHEATHING <br />. ..... ... <br />....... MAX <br />STAPLES @ 6" O.C. VERT BETWEEN . 1. ........... . . . . . . . . . . . . . . . . . . ......... 16GAxl-1/2" LONG (3/4"-1 <br />STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS <br />(NOTED THUS:—) <br />V <br />METAL LATH ATTACHMENT DETAIL <br />REV. 09.24.21 SCALE: 3/4" V-0" <br />*DETAIL EXCEEDS THE REQUIREMENTS FOR Fl3CR 703.7.1 LATH* <br />"ONLY APPLIES TO LENNAR TPA/JAX** <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />101-011 <br />TANK -LESS W/H <br />H C G <br />000 <br />0 <br />LIT FOR 'I - -1 <br />01 5' 011 < <br />STUB-0- 1 = 0 <br />C? U-) <br />0" L I <br />0 <br />GAS METER 0 L) <br />9 0 <br />0 MEASUREMENTS ARE FROM FINISHED FLOOR <br />0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />9 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-T' <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 />161-5" <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 />111-01, <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 />BCIOJoist <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- 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 />2x + 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 />-t "I <br />1/8" gap <br />FILL CELL STD. 90' HOOK F BOND BEAM <br />C/) <br />LU <br />Q: <br />STD. 90* CONT. #5 <br />CONT. #5 HOOK BAR <br />BAR <br />"LL "LL <br />'T' 9�- <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 />i <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJ1 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 />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. 2 <br />I 2" max Small gap min. <br />" <br />I <br />. 4 <br />max. <br />Clinch nails <br />when <br />possible A <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />Tight fit <br />2) Block solid between joists for full length of span. <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 <br />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 <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - 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. higher than ISOM <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 />0, <br />over squash=20 blocks and <br />require additional <br />V, <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 />Boise Joist Blocking <br />I 1— 0-1 /InAX --A, -4 all <br />for each lapped joist. <br />Squash block 10d nails <br />SECTION INT. BRG. WALL <br />(2x4 minimum) (U—) <br />(D <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <br />10( <br />sa;Lam LVL 7or W <br />MINIMUM SPACING 2x GREATEST <br />KNOCKOUTS) ALLOWED <br />DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D <br />NOCKOUT EXEMPTS) <br />(see table below) D <br />V (see table below) <br />DO NOT cut, notch <br />or drill flanges <br />'se, <br />Dtch\, <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 />feb Stiffener Fastener Schedule <br />Joist Bearing ocation <br />Series Depth End Intermediate <br />BC1,1000so <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 />BC16000se <br />BCI 6500s(D <br />9-1/2" <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 />BCI 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 />BCI 90so <br />11 -7/8" <br />3-16d <br />1 3-1 6d <br />14" <br />5-16d' <br />5 16d <br />16" <br />6-16d <br />6-16d <br />SIMPS( <br />w/ (22) <br />NAILS I <br />5181 <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 />\AIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <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 />Joist <br />When joists meet over wall, provide <br />13/4" minimum bearing for each. I -Joist can be offset <br />En <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />'oc' <br />Whe <br />&1'3 4 <br />use i uaxj" nails at b"o.c. Tor all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />=ME <br />A %" ROUND HOLE MAY 6", DO NOT CUT HOLES <br />6" <br />6' <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN <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 />-a, <br />V-111 <br />11-21 <br />1!-z- <br />1 1�-3- <br />1�-3-1 <br />v-7. <br />2-4" <br />2-9- <br />1 3-0 <br />3-7 1 <br />-8 <br />Any 16'joist <br />12 <br />1'-C <br />1�111 <br />11-71 <br />T-2' <br />T-3' <br />T�9' <br />2�4' <br />2-11" <br />4-0 <br />4 <br />4-9' <br />9-41 <br />16 <br />I, -a, <br />1�-r <br />1 <br />'-2' <br />V-7 <br />2-5 <br />6-71 <br />6_4 1 <br />7-21 <br />20 <br />T-0" <br />111-11" <br />V-Z' <br />Z-a' <br />3-a' <br />4-a' <br />4-10" <br />9-11" <br />6-11" <br />7�-11111 <br />&-1111 <br />2A <br />11_C� <br />11-2- <br />1�_371 <br />2-61 <br />3--r <br />4�gl <br />!g_1011 <br />T-21 <br />91-41 <br />-4 <br />g-el <br />I()'-gl <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 />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) —111-111-111-11 <br />1 -1 1 <br />Nail with 10- 10d nails. <br />4 . . <br />Install tight to top flange. .4 . <br />SLEEVE THRU STEM <br />SEE PLAN FOR <br />al <br />Joist hanger <br />FOUNDATION INFO .4 4 <br />STEM FOUNDATION <br />GRADE <br />REINF. SEE PLAN <br />Filler block. <br />Nail with <br />10-1 Od nails. <br />Backer block required where top X A <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />4 A. <br />i —7—=_77 1,W, <br />1 1/4" _2" gap--/ <br />-----Backer Block <br />-C <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 />Iffne, as <br />/!eb si if <br />Web stiffeners are not required when top equired i 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 <br />nge,, <br />T <br />I -JOISTS BUCKETS <br />N.T.S. <br />(2) <br />A/C CHASE 4" PVC #5 REBAR <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />z <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 />(WHEN <br />SIMPSON H10A <br />a <br />REQUIRED) <br />/ <br />18 <br />1 Od <br />1 1/2" <br />110A <br />1 1 <br />1 <br />W <br />( <br />) <br />x <br />NAILS <br />UPLIFT 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />X <br />015 <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 />4. <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />PVC OR SCH40 SLEEVE <br />TOP (2) #5's x <br />CENTERED @ P P <br />PLUMBING LINE <br />PENETRA 1 <br />4 0" <br />IE <br />TON <br />eo <br />A <br />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 />�d <br />SEE FND. PLN. <br />SIZE <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />4,1, <br />..4 <br />0 <br />0 0 ; <br />OEM= <br />CY) <br />N <br />X <br />LL <br />M LL <br />-0 0 <br />N <br />C) <br />(D <br />(n CL < <br />E 7t- <br />0 i� M <br />0 <br />> <br />(1) <br />> <br />0_0 <br />12(- E c: <br />(n 0 0 <br />VVI <br />> C), a- , <br />> J <br />C14 <br />CN <br />C=) <br />C".) <br />z'4 <br />. <br />% o, <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />LO <br />Co <br />q E 00 <br />8 <br />0 00 <br />CN CN <br />0) <br />WC, <br />0 <br />u_ <br />C u_ <br />'It u� <br />r_ r� - L� a <br />C,4 LL a- <br />6 <br />_J L� <br />M LL u_ a. 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