Laserfiche WebLink
01 <br />LO <br />LO <br />2 <br />0 <br />V_ <br />CD <br />LO <br />C> <br />C? <br />LO <br />Ln <br />:Q <br />C=) <br />LO <br />9 <br />LO <br />LO <br />:9 <br />21 <br />tcl, <br />r") <br />C14 <br />C; <br />E <br />co <br />E <br />9 <br />C14 <br />C> <br />`�L <br />LO <br />z <br />in <br />18 <br />NO <br />CN <br />C> <br />C*14 <br />LO <br />V <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />16GAxl-1\2" LONG (3/4"-l" CROWN) <br />A <br />........ . ..... <br />-1-+-1 <br />... .......... <br />............. .... ... <br />....... r <br />. ...... ..... ..... ... <br />I + 1. <br />..... ..... ... <br />* 81 ..... <br />7 <br />WALL SHEATHING <br />...... <br />....... . ...... 16GAxl-1/2" LONG (3/4"-l" <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 />V <br />(NOTED THUS:—) <br />METAL LATH ATTACHMENT DETAIL <br />MAX <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 />1 Of -Oil <br />TANK -LESS W/H <br />H C G <br />000 <br />51-011 < <br />0 <br />STUB -OUT FOR <br />_01f <br />0 0 <br />GAS METER <br />9 <br />0 <br />MEASUREMENTS ARE FROM FINISHED FLOOR <br />ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />0 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'-l" <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 />154" <br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS <br />=TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e, RAFTER TO RIDGEBEAM). <br />_So T HERN 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 2x <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 1/211 <br />602.0 <br />wood panels <br />2 x + 5/8" or 3/4" wood panel <br />902.0 <br />2 x lumber <br />Double 2 x lumber <br />1 <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />1111 CE11—\ STD. 90' HOOK BOND BEAM <br />U) <br />LU <br />STD 90- CONT. #5 <br />BAR <br />0 <br />CONT. #5 HO 'K T <br />BAR <br />F_7 <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 />PLYWOOD FLOOR <br />COLUMN AND <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 />L # OF 2nd FLOOR <br />Solid block all posts from STUDS <br />above to bearing below. <br />SECTION" INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />Small 21' min. <br />2" max <br />gap <br />" <br />. <br />max. <br />V <br />A <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. Ti <br />ght fit <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". <br />- Hangers with sides not containing <br />top flange of joist. WEB STIFFENER <br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. <br />- Under 2nd floor cnh imn xAi/ InnriQ <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 />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 />Boise Joist Blocking <br />Use 3" (1 Od) nails at 6" o.c. <br />Q�� Provide adequate bearing <br />for each lapped joist. <br />Old nails <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING 2x GREATEST <br />CKOUTS) OWED <br />DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D <br />(KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />(o (0 <br />0-L-0 E <br />I f% 1% <br />1. L_><1 L4 <br />'T67 A 1Y2" ROUND HOLE MAY 7`11� <br />6" 1 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILIEVE LARGER THAN 1)/2" <br />THE WEB. PROVIDE AT _,01 )UND 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 ly2,' <br />higher than 15001b <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 pif max. along bearing wall <br />Required on interior walls for vertical load transfer <br />Iwhen 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 />13/4" minimum bearing for each. I -Joist can be offset <br />I <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 />Any 16" joist <br />Span (R) <br />1 <br />V-27' <br />1 �-2" <br />1 �-3' <br />V-3" <br />V-7 <br />I'Al" <br />24" <br />2_9' 3-2' <br />3-7' <br />-i-2 <br />11-91 <br />11-21 <br />V-2" <br />V-3' <br />I'-g* <br />2-4" <br />2-11" <br />3-7' <br />#-Z' 4-9' <br />64' <br />16 <br />11'-0", <br />I'A <br />11'-Z' <br />1'-2" <br />1!-T' <br />Z-5" <br />3-Z' <br />3-10" <br />4-9" <br />9-7' <br />-21 <br />120 <br />11'-9' <br />11'-1" <br />I 11'-Z' <br />I 1'-2". <br />24Y', <br />124 <br />1 I, -a, <br />11,-1 " <br />I V-Z' <br />1 V-3 " <br />I 27-tY <br />1 3-7' <br />1 4�-9* <br />16-10" <br />1 7-7* <br />1 8-4- SO-T <br />I <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.& <br />N.T.S <br />Joist hanger <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series Depth I End Intermediate <br />8 <br />BC15000s <br />9-1/21, <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 6000soll-7/8- <br />BC] 6500se <br />9-1/2" <br />2-8d <br />Z-8d <br />2-8d <br />3-8d <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 60sY <br />11 -7/8" <br />2-8d <br />3-8d <br />14" <br />2-8 <br />5-8d <br />1 16" <br />2-8 <br />6-8d <br />BCI gos@ <br />111-7/81, <br />3-16d <br />3-16d <br />r 14" <br />5-16d <br />5-16d <br />6-1 Sri <br />SIMPS( <br />wl (22) <br />NAILS 1 <br />5/8"0 <br />THRU <br />BOLT <br />SIMPS( <br />w/ (22) <br />NAILS I <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 />MIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 <br />Plumbing <br />META1 2 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) =1 I 1=1 I 1=1 I 1=1 I 1= <br />Nail with 10- 1 Old nails. <br />nstall tight to top flange. SLEEVE THRU STEM 4 '74 <br />SEE PLAN FOR <br />4 4 4 <br />4 <br />FOUNDATION INFO <br />STEM FOUNDATION <br />F—GRADE <br />ILI, 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 />D depth <br />T� <br />I —JOISTS BUCKETS <br />N.T.S. <br />NU LNA,)t: 4'FVU <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 0 0 0 0 (WHEN <br />w/ (18) 1 Od x 11/2" REQUIRED) <br />NAILS <br />UPLIFT= 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />1 10A <br />X1 1 12- <br />D 4 <br />15 <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />PLUMBING LINE <br />TOP (2) #5's x 4' 0" <br />CENTERED PVC OR SCH40 SLEEVE <br />PENETRATION <br />31 <br />4 <br />I M I M 11''.11 1=_1 I I <br />4 r <br />12" BELOW <br />GRADE <br />SEE FND. PLN. �l <br />SIZE & REINF . <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4' 0" <br />CENTERED <br />Pl�E <br />PENETRATION <br />4 <br />//PVC OR SCH40 SLEEVE <br />—PLUMBING LINE <br />4 <br />4 <br />A <br />SEE FND. PLN. <br />SIZE & REINF. <br />In <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 />4 44 <br />4 <br />SEE FND. PLN. <br />SIZE & REINF. 4 <br />C" <br />UJ <br />= = <br />ti-g <br />__J <br />. <br />% <br />C*4 <br />W <br />co -rz =W <br />t-; r= I = <br />CD C2 .Cc <br />4J cc <br />M.0 <br />E <br />Cc 0 <br />0 iet!A <br />11S, <br />rN <br />AA <br />U <br />Z, <br />n <br />L U <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 for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M, <br />W <br />U <br />E S <br />�,,o Co <br />6 CD <br />0 <br />cc <br />A, t <br />'C4 C:) Lu <br />I <br />C _J u_ <br />ca U Z <br />0 <br />z <br />2 rm-�e 0 <br />�, <br />q <br />C) <br />00 N <br />W <br />W <br />z <br />0 `­ ;; _U�11 <br />0 C� . -, r z <br />�0 0 W 0 !1:1 <br />z <br />z <br />W <br />cf) <br />+ <br />LU <br />Oft <br />0 <br />U" 0 <br />E <br />U 0 F6 <br />U) <br />In <br />- 0 <br />cl_� <br />0, <br />z <br />z <br />< <br />U_ <br />ct E <br />< <br />CL 0 <br />E L? <br />UJ <br />Z, <br />fu <br />CL <br />E <br />!� <br />M 0 <br />-0 <br />0� <br />z <br />0 <br />< <br />0.. <br />0 <br />0, <br />Z� <br />z <br />C) 3: <br />'0. <br />00 <br />W3: <br />U5 3: <br />C) <br />M <br />Millzz; <br />W'� <br />-,0 <br />.0 C) <br />LO <br />LO <br />C) <br />:3 LO <br />0- <br />LO <br />CT <br />0 <br />0 <br />CD <br />U) <br />M <br />In <br />V_ <br />LO <br />0 <br />0 <br />LL C') <br />_�e 04 <br />C) <br />C) <br />cc <br />co C\1 <br />7- <br />L0 <br />r- CY) <br />CY) <br />LID L0 <br />E <br />E Itt <br />(0 <br />i� <br />0 <br />z <br />ca <br />z <br />=3 <br />E 40 <br />(n <br />M <br />E <br />0 16 <br />_J <br />'D <br />'0 <br />< <br />C <br />JOB <br />NO: <br />23-06131 <br />SCALE <br />AS NOTED <br />SHEE7 NO. <br />S N 1 <br />F T11111 11 1 1 1 —1— - <br />