Laserfiche WebLink
TF11!INIJ �P�iljjj 11qMppR1J�;l 'Jill I,! <br />_J <br />W <br />C) <br />C14 <br />04 <br />01 <br />0 <br />-0 <br />-2 <br />t2 <br />C:) <br />E2 <br />0 <br />Cl- <br />LZ <br />C14 <br />C'4 <br />C:) <br />_1�4 <br />00 <br />CL <br />C14 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />------ *.... <br />..... ... ............ ... <br />.. ....... ... ........... .......... <br />L..................... . . . . . . .... - I. � ... <br />1 <br />.......... <br />16GAxl-1\2" LONG (3/4"-l" CROWN) <br />. . . . . . . . . . . . . . . . . . . 16GAxl-1/2" LONG (3/4%1" <br />STAPLES @ 6" O.C. VERT BETWEEN ..... ... .......... <br />CR WN) STAPLES@6" <br />STUDS (NOTED THUS:-) - OFFSET <br />rip <br />STAPLES BETWEEN STUDS AS SHOWN v 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 FBCR 703.7.1 LATH* <br />"ONLY APPLIES TO LENNAR TPA/JAX** <br />1 01-OVI <br />TANK -LESS W/H <br />CORNER OF <br />H C G <br />HOME <br />GARAGE SIDE <br />000 <br />(D <br />0 <br />5'41 < <br />STUB -OUT FOR -01, C:) <br />GAS METER 0 0 <br />qt <br />0 <br />C14 <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 />1 U-8" <br />(2) 16d TOENAILS <br />2" X 8" @ 16" O.C. <br />1T-9" <br />(3) 16d TOENAILS <br />2" X 10" @ 16" O.C. <br />161-511 <br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS <br />2" X 12" @ 16" O.C. <br />191-311 <br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS <br />2" X 4" @ 24" O.C. <br />61-1 <br />(2) 16d TOENAILS <br />2" X 6" @ 24" O.C. <br />F-13" <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 />'IT-01' <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 />BCIOJoist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" or 7/8" <br />5000s 1.811.7 <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 />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 314" 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 />1111 CEII�\ STD. 11'HOOK F BOND BEAM <br />U) <br />LU <br />0o CONT. #5 <br />STD. 9 <br />CONT. #5 BAR <br />HOOK <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BONDBEAM <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 />, ! <br />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 /># OF 2nd FLOOR <br />Solid block all posts rom <br />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min <br />2" ' <br />Small gap 211 min. <br />" <br />ax. <br />4 <br />max. <br />I I <br />/71 __T <br />Clinch nails <br />when <br />possible <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/PIywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails . d when indicated or 4" <br />a <br />. <br />require <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 - Under 2nd floor column w/ loads <br />N.T.S. higher thnn 1 r;onlh <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 />L' <br />*Non -stacking walls <br />over squash=20 blocks and <br />0' <br />require additional <br />wall or beam below.� <br />c onsideration. Check <br />k <br />local building <br />code for appropriate <br />details in <br />One 1 Od 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 />i4� <br />Bearing wall, Versa -Lam LVIL 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 />I 1,RPT' (11 Offi nnilq Rt 6" n r. <br />Ql--' Provide adequate bearing <br />for each lapped joist. <br />1 Od nai Is <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING 2x GREATEST <br />DIMENSION OF LARGEST HOLE <br />D <br />(KNOCKOUT EXEMPTS) <br />(see table below D <br />(see table below) <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 />- <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series -D-epth-FE—nd I intermediate <br />BCI 5001so <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 />BC16000so <br />BC16500su' <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 />BC160so <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 />BC190S6 <br />11-7/81' <br />3-16d <br />I 3-16d <br />14' <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-1 Rd <br />SIMPS( <br />w/ (22) - <br />NAILS 1 <br />5181 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS I <br />RTRUSS <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 />MIN. EMBEDMENT <br />SCHEDULE FOR <br />E AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 <br />Plumbing META12 TSS INSTALLATION <br />beam below <br />Load bearing wall must stack over <br />blocking and wall or beam below.* <br />Joist <br />When joists meet over wall, provide <br />'oc' <br />he <br />I -Joist can be offset <br />&13/4" minimum bearing for each. <br />ED <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />Use 1 0dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />\-DO NOT CUT HOLES <br />A ROUND HOLE MAY 67 6"' <br />BE CUT ANYWHERE IN <br />CANTILEVER LARGER THAN <br />THE WEB. PROVIDE AT -7 e-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 1Y2" <br />8 <br />11-211 <br />t_zl <br />111-31 <br />1!-311 <br />V-71 <br />1A1111 <br />2-41 <br />Z-911 <br />3-21 <br />3-71 <br />16" joist <br />12 <br />1 -a, <br />11�111 <br />T-2 . <br />1 �-2" <br />1 �-3' <br />1'-9' <br />2-4' <br />2-11 " <br />3-7- <br />4-2- <br />4-9' <br />6-41 <br />1?R <br />16 <br />1'-9' <br />1"" <br />1'-2' <br />UZ' <br />t--r' <br />2�-6' <br />3-2' <br />3-10" <br />4-9' <br />9-7' <br />6-4' <br />7-0 <br />20 <br />1'-9' <br />1"" <br />1'-2' <br />�-Z' <br />2-9' <br />3'-U' <br />4­9' <br />4-IU" <br />5-11" <br />6-11" <br />7!-11" <br />24 <br />1'-0' <br />1�4' <br />l'-7* <br />t-3' <br />2-6' <br />3-7- <br />4-9- <br />9 -10" <br />T 2" <br />E <br />NOTES: <br />l. 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 />7.1)/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 />Joist hanger <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />4 <br />ON <br />—Imm <br />Backer block (12" wide min.) —111-111-111-111— <br />Nail with 10- 1 Old nails. <br />nstall tight to top flange. % ., .. .. <br />SLEEVE THRU STEM <br />SEE PLAN FOR 0 0 <br />FOUNDATION INFO 4' <br />STEM FOUNDATION <br />GRADE <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" ap- <br />9 <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 />. 7 <br />0.6 X Joist <br />depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />NU UllAot 4 t1VU <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META1 2 META11 2 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 />wl (18) 1 Od x 1 1/2" REQUIRED) <br />NAILS <br />10A <br />X1 1 /2' <br />UPLIFT= 1015#1 <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />TOP (2) #5's X 4'4'� <br />CENTERED @ PIPE <br />PENETRATION <br />4 <br />�4 <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />111—M _11 <br />SEE FND. PLN. I <br />SIZE & REI <br />12" BELOW <br />PIPE VERTICAL THRU FIND. <br />GRADE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />4 . I <br />4 <br />IPVC OR SCH40 SLEEVE <br />r- PLUMBING LINE <br />A <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />- L_ <br />.4 <br />TOP (2) #5's x T-O" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />4 4q <br />4 <br />A. q 4 <br />F <br />.4 <br />SEE FIND. PLN. <br />SIZE & REINF. <br />Az <br />CL) '= <br />UJ <br />Co C-11 C-4 <br />0- <br />C-1 <br />CU <br />i5 <br />f=_ <br />cc CD <br />.5 <br />CL <br />r= <br />IA/ <br />0 1A <br />.. <br />......... . <br />4 <br />U <br />Zit- <br />e., <br />S _�O\k <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, Engineer's signature and seal is only f r <br />the structural engineering portions of the drawing pages beari <br />Engineers signature and seal. <br />W <br />'I E <br />0 <br />5 <br />0 <br />CN Cb <br />0 g - r- <br />'M <br />75 <br />0) <br />13 <br />CU u_ <br />_J Lu <br />-6 ;3; a. <br />Z <br />2 cag z <br />:E , �__ C� YD 3: 0 <br />W <br />=0 <br />z <br />LMLW <br />0 <br />LO C0 Z <br />a <br />N < <br />z <br />W <br />CD <br />< <br />13 <br />V) <br />Q) <br />(D 0 <br />LU <br />0 <br />V) <br />V) <br />LU <br />CO <br />min <br />U 0 <br />0 <br />C:, <br />co <br />I <br />. <br />z <br />01 <br />LL_ <br />E <br />8 E <br />:11 <br />-0 <br />'z <br />�d <br />om <br />cc <br />F_ <br />C1 <br />Q <br />0, <br />z <br />CD E <br />C:) M <br />C*IJ <br />t <br />< <br />0< <br />wl <br />W� <br />W2 <br />r�� <br />=3 <br /><. <br />MO <br />CIO <br />< <br />R� <br />0 <br />0, <br />Z, <br />z <br />co <br />> � <br />2'0 <br />_J <br />T <br />2,0 <br />'Z' <br />ul <br />< <br />�S� <br />;� <br />g <br />�D <br />MJ <br />CD <br />I , <br />00 <br />10 <br />C: <br />2 C) <br />_n <br />- <br />0 <br />19t <br />CU <br />0 <br />(3) <br />L_ <br />co r-1 <br />>1 <br />C10 <br />C) <br />ca <br />0-11.1 <br />- <br />C) <br />U) .2 <br />M <br />N <br />L0 <br />0 <br />'t <br />CN <br />C) <br />N <br />(:7) <br />C) <br />0 C:) <br />LO <br />L0 <br />Iq <br />E <br />E co <br />CY) <br />. <br />0 <br />M <br />z <br />:3 <br />E <br />E <br />0 0 <br />C) _J <br />'a <br />(D <br />JOB <br />NO <br />22-09401 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />SIN 1 <br />J!, qw) <br />A <br />