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cz Lo L0 Cr Cr �C_ C14 WO Lo �5! 4 9 1 n LO 10 0 CM -in, E 2 E 01 Zz THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THLIS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING FILL CELL --A STD. 90' HOOK BOND BEAM (n LU cr_ STD. 900 CONT. #5 BAR CONT. #5 HOOK BAR #5 CONT. ...... FROM FOUNDATION TO HIGHEST BOND BEAM SIMPSON MGT w/ (22) 1 Od NAILS TYP. GIRDER TRUSS r- 2X TOP PLATE 5/8,10 THRU BOLT 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22) 1 Od 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SIMPSON META12 META12 TSS 1��PLYWOOD FLOOR TYPICAL SIMPSON MGT TO INSTALLATION @ MID SPAN SEE PLAN FOR REQ'D SHEATHING PER PLAN BUILT-UP COLUMN DETAIL COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI UPLIFT VALUE T IS BASED ON 0. MASONRY WALL OR INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from LOCATION OF STUDS above to bearing below. SECOND H10A (WHEN SECTION @ INT. BRG. WALL SIMPSON H10A REQUIRED) DOUBLE JOIST CONSTRUCTION w/ (18) 1 Od x 1 1/2" N.T.S. (Not required if both loaded equally from above) NAILS Filler blocking 1/8" min. small gap 2" min. UPLIFT = 1015# 2" ax. 4" max. 1/8" gap Web Stiffener Fastener Sche—dule -JoIst Bearina ocation TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Series -D-e-p-t7h End Intermediate INSTALLATION INSTALLATION —i I ll, NIC Sa 9-1/2" 2-8d 2-8d / / EICI 1000 11 -7/8" 2-8d 3-8d Clinch nails 14" 2-8d___ 5-8d / ID 9-1/2" 2-8d 2-8d when Scl 6000S 11-7/8" 2-8d 3-8d possible 4" MIN. EMBEDMENT BC16500se 2-8d 5-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to y 16" 2-8d 6-8d SIZE AND QUANTITY 11-7)8" 2-8d 3-8d web -flange connection. OF FASTENERS BC160s@ 14" 2-8d 5_8d 2) Block solid between joists for full length of span. Tight fit 16" 2- d 6-8d 11-7/81, 3-td 3-16d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 14" 5-16d I 5-16d BC190s 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 16 6-16d] 6-16d CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite 16GAxl-1/2" LONG (3/4%11" 2x- - Hangers with side nailing. sides by 6". � 1 6" 7 3' 4' 17 6" - Hangers with sides not containing CROWN) STAPLES@ 6" OF THE JOIST ASA REQUIRED LEAVING GAP @ TOP O.C. VERT INTO STUDS top flange of joist. WEB STIFFENER (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b 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** CORNER OF HOME GARAGE SIDE 101 -011 TANK -LESS W/H H C G 0 0 0 51-011 STUB -OUT FOR 9 L LO GAS METER 0 Z 9 0 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* 211 x 4,, @ 1611 O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1IT-911 (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. 6-11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-611 (2) 16d TOENAILS 2" X 8" @ 24" O,C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (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 BCI8Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/13 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 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 902.0 2 x - lumbe r Double 2 x - lumber F 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 0 require additional wall or beam below.* k consideration. Check 41/16" local building Eh—:O code for appropriate details in One 10d box areas=20 of high or--20 sinke lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails INT SECTION BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges CID t 6 6" A %" ROUND HOLE MAY 6"r' 6"^ -DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN IY" CANTILEVER 2 THE WEB. PROVIDE AT __1.D IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2 . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Plumbing 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 L beam below Load bearing wall must stack over _J blocking and wall or beam below.* Joist When joists meet over wall, provide 'oc' he W / I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. N.T.S TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL �4_9 - # ._* 1 11 N 1, 7111 ffl� WIN Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR 4 ...... Joist ha FOUNDATION INFO 4 STEM FOUNDATION Filler block. Nail with 10-10d nails, Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1 1/4'�-2" gap — It Backe r Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight 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 stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet eb stiffner as height requirements 0 6 X Joist D depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN A (2) #5 REBAR z��--C C=ASE 4' �PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS HTS INSTALLATION TOP 2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 4 rr JITT tflLL F FT\ PLUMBING LINE PVC OR SCH40 SLEEVE 4, 4 1:::::l 1-1 SEE FND. PLN 1 SIZE & R PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE AlA z A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF N< [Al 4 4 4 A SEE FND. PLN. SIZE & REINF. cli vz C" C) 06 C13 4V C-4 C % All C14 "�J VIP OVA % I ....... NN ,Otj�� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for structural engineering portions of the drawing pages bearing the , Engineer's signature and seal. in E S 8 6, U 0 1111111 In 8 o.1 Lu NI- 0) 4 r LL U '0 Z 0) 0 n 13 13 i 0'-. 9 11 W g ,� lz z U 0 L z z W R WV) (D 0M Q) 0 tA Ln (a A C13 U_ cd E ca- 0 1 4 4 E Cc rd C, 20 �J o 0 0� z E 0 Cn 0 0 z M i V5 ZS ;� i mi cl�, r I� 0 I: C) Lo LO LO M co ca C) 0 co C0 C 4-J L0 4-1 0) 0 "a- 0) Lo co M 04 0 0) LO CD U-) <117�14 4i E 2_11 ce) CV) E 0 M z E I- E ig 0. 0 t �10 1 0 _J < 0 1 0 JOB NO 23-06142 SCALE AS NOTED SHEET NO. SIN 1