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C" -A- Lo C`4 M In Cq !:2 !;2 L0 CID _5! 2! :E W) C'4 C) E E o, CD C14 A CZ1 z 04 C> V) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH . .. ....... ... .... ...... t .. .... ...... ... ..... .... 16GAxl-1\2" LONG CROWN) — ... I . ..... I i . I _ 1+.. ....81.1_ ......... I...— � � .1. �. ... �� . I I ... A�� +1 �:-� .1 . ............ . 1 Mikx ...... STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFst I STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 51-011 STUB -OUT FOR b 0 -1 L I = 0 GAS METER 0 c"J 0 - - - - - - - - - - -Al - - - - - - - MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 41- @ 16" O.C. T-5" (2) 16d TOE NAILS 2" X 6" @ 16" O.C. 11 (2) 16d TOENAILS 2- X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-41 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 1 11-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BC10joist BackerBlock Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000sl.8/ 1.7 wood pan Is 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 1 .902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 4 Filler blocking 118" gap 1111 CE11-\ STD. 900 HOOK F BOND BEAM SIMPSON MGT I MGT w/(22)10jd P GIRDER TRUSS UJ NAILS TYP. STD. 90- CONT. #5 CONT. #5 BAR 2X TOP PLATE i HOOK BAR F #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrFJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max gap " max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"Imin. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I Fe BCI 50011 9,1/211 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" BCI 6000se BCl 16500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 6-8d BCI 60s,-9 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d Ba gose 11-7/8" 3-16d I 3-16d 14" 5-16d 5-16d " 16d 6-16d required when indicated or . 16 6- 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)18"GAP @ TOP sides by 6". - Hangers with sides not Containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor coli imn w/ Innt+z N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. - Load bearing wall must stack *Non -stacking walls over squash=20 blocks and / require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Q�,� Provide adequate bearing for each lapped joist. Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. Squash block 1 minimum) SECTION @ INT. BRG. WALL N.T.S. Bearing wall, Versa -Lam LVL or 0 Glulam Beam 10( am LVL or NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D W I (see table below) 3t DO NOT cut, notch or drill flanges to 1% 4 2" ROUND HOLE M A 1Y AY 6' 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT 7 e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. THE LARGEST HOLE. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7. 1Y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULEFOR =_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META1 2 TSS INSTALLATION Joist When joists meet over wall, provide I -Joist can be offset 1-13/4" minimum bearing for each. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S JC A/C CHASE 4"PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall fight to top flange. SLEEVE THRU STEM - - 'l-"II , .*. SEE PLAN FOR 0 4 .0 t.. .� . FOUNDATION INFO .4 4' STEM FOUNDATION stall tight to top flange Filler block, Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A w/ (18) 1 Od x 11/2"' REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A 0151 A X1 0 1 /2- - INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 4 4* A -4 �11G M, T 71, Tif PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION: L A (0 \ 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-O"-\ PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE .1 :1 . . 4 I -Al 4 V A 4 V 4 A SEE FND. PLN. SIZE & REINF. ce) CLI C= ;W E! C2 av CD W r= cc CD U vl//,v _N `Ii' !Z�' % C Q Ile" 0 t! 1 �!I; I To the best of the Engineer's knowledge, information and Wief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering porfions of the drawing pages bearing Engineer's signature and seal. 0) W E S I- 8 N 6 Lo 0 1114 10 IN- Is 0 U., M u- u_ 0 0z Z 0 . 13 - = ma 0 t 0 12 tic��; X. I � IN Y, CP W (22,-z oo 0 Lu z z Q = Cn IL N < co 00 or" z IN C1 4-, U 0 U') C4 0 A LU 1 E 0 < 0 z z < 10 2 �pce E c:h- 0 E u cc 1 E 0 - 8. x< QO 0< 0, Xz 1. M0 z z M a) -S -j s M In 8 C', W lz� z 0 ts �i �1 < X0 �x 0'. . <11§1 0 C 0 CD L6 0) T LO =) LO lo—N rl- �1, Cr 312 cc 7— 0 2 3r. CN L0 CIO C) L0 -0 co 0) 04 Lf) L0 to CD 144, 04 T_ E ce) CY) LO 0 M z E T_ 0 2 a E ;.; V 2 0 0 M 1 0) JOB NO 23-06105 SCALE AS NOTED SHEET NO. SIN 1