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f"Ill 11� J� 111 111 1 . �1 1111 1111111-11"R E5 LU C) 5�_ :Xi C L0 C Jr E L= CL CL E 0 CN 00 CL THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ... . . . . . ... . . . . . . . . . . . . . . . . . STAPLES @ 6" O.C. VERT BETWEEN X.T. 16GM1-1/2" LONG (3/4"-1" .... .. . .... 16GAxl-1\2" LONG (3/4"-l" CROWN) STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (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** CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H H C G 0 0 0 5141 it b STUB -OUT FOR -011 9 -1 LO GAS METER 0 7 0 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* 2" X 4" @ 16" O.C. T-501 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10t-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 190-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-113" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-0.1 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-001 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151-41' (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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 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 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od "`1ii_GIRDERTRUSS LU CONT. #5 NAILS TYP. STD. 90* CONT. #5 HOOK BAR BAR 2X TOP PLATE #5 CONT. 5/81 THRU FROM BOLT LFOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP 2 X B.U.0 SCALE: N.T.S. SIMPSON MGT w/ (22) 1 Od NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON META1 2 META1 2 TSS _,,"....,,�PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION �TJI TO BE CUT TO ALLOW NOTE: 4, . ........ FOR BLOCKINGfTJI UPLIFT VALUE MASONRY WALL OR IS BASED ON INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below, STUDS SECTION @ INT. BRIG. WALL SIMPSON H10A SECOND H10A (WHEN DOUBLE JOIST CONSTRUCTION N.T.S. w/ (18) 1 Od x 1 1/2" REQUIRED) (Not required if both loaded equally from above) NAILS Filler blocking UPLIFT = 1015# 1/8" min. )Small gap 2'min. 1/8" gap - 2" max. 4': max. -Web Stiffener Fastener Schedule I .— I Bea * Location Joist— TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Series I Intemmedia—te L _Pepth 9-1/2" 2-4d L INSTALLATION INSTALLATION -2-8d BCI 50OOsP 11 7 IF"t 2-8d 3-8d 7" - 14" —2-8d 5-9d Clinch nails 1/2" -8d _1 __F @ when .1 BC16000s 11-7/8"� Z-_8d 3-8d 1 4" MIN. EMBEDMENT possible Cl 6500sel 1-4"- 2-8d 5-8d V iB '_1 6 __t__i-8d 6--8d SEE SCHEDULE FOR 1 Support back of web during nailing to prevent damage to web -flange connection. 11 3-8d BCI 60se i 2-8d 5-8d SIZE AND QUANTITY OF FASTENERS 2) Block solid between joists for full length of span. Tight fit ------------ Q4 1 61. 2-9 -6--8d 3) 4) Leave 1/8" gap between top of filler blocking and bottom of top flange. Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PIywood/OSB web stiffener 2" min. BCI 90s@ 11 -16d 3-16d —14" 5-16d 5-16d All mov 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 10 6-1 6dj— 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif 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 11/16" code for appropriate details in One 1 Od box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam (D NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ----% DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer = 1900 pif max. along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls 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.* Joist When joists meet over wal I, provide I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing [J 3" max JOISTS OFFSET N.T.S. Provide adequate bearing Use 11063" nails at Vo.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails SECTION @ INT. BRIG. WALL require additional consideration. I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D P .11 1 (see table below) A %" ROUND-HOLEK1 6- DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN THE WEB. PROVIDE AT 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. 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. Joist hanger TYPICAL SIMPSON META1 2 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. I nstall tight to top flange. SLEEVE THRU STEM X SEE PLAN FOR FOUNDATION INFO n -RA -^11 lKlr%A-rl^kl 'rF r Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height F requirements -0.6 X Joist depth t, t I -JOISTS BUCKETS N.T.S, GRADF REINF. SEE PLAN NIL, UNAor- 1+ rvtl 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 A 4. . 411 PLUMBING LINE PVC OR SCH40 SLEEVE -d SEE FND. PLN. SIZE& REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION A A PVC OR SCH40 SLEEVE r— PLUMBING LINE 4 1 4 A 2� (0 SEE FIND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-O"—\ PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 44. A 4 .4 a A 4 A SEE FND. PLN. SIZE & REINF. C%4 C= 93. C:1 C., CZ t6X. CL. Isa to cc co 04 C:) <1 L o' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlde Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W E U0 A C- N 0 ELI ILL LU 19: z 12 0 0 Ul) Cl) Z r C14 < 8 z 0 U) 11 El 0 13 4-1 L10 LL U 0 Ln CZ C13 E go E 8 6 'T Q E t C: C OX '.8 2L z W C) 3: 0 .2 C:) 121) cy) ca M :3 C) �: EY = M C:) CN F— L0 V4T cc C'4 a CN o 0) 0 0 00 CN Lo E M 0 z E I— E 0 C 0 JOB NO: 22-09405 SCALE AS NOTED SHEEr NO. SN 1