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cc 12 C, 39 Q § LID ��l S Cr CL E E LZ .0 _J 01 .F11 W THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET 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** CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H H C G 000 51-01t STUB -OUT FOR -011 � D _1 GAS METER 0-1 -1 0 LO 0 z 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-5-1 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-4- (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-51' (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19t-Tt (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24' O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24- O.C. 81.6" (2) 16d TOENAILS 2" X 8" @ 24- O.C. (2) 16d TOENAILS 2' X 10' @ 24" O.C. 131-011 (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). F* ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist BackerBlock 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 2x + 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 - DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap I'll C111-\ STD. 900 HOOK F BOND BEAM F_ CONT. #5 STD. 900 LU CONT. #5 HOOK BAR BAR #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 SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR ,-J 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. 2" min. Small gap " max. 4" max. Web Stiffener Fastener Schedule I I Joist----- __B_ - -_ V ring Location Series th End I Intermediate -Delp N1 8 9-11/211_ 2-8d I 2-8d BCl 5000S 11 /8' 2-8d I 3-8d- 5-8d- 14,1 -_ 2-8d i Clinch nails r, when 9-1/2" 2-8d 2-8d BC16000se 11 MW 2-8d 3-8d_ possible BCI 6500so--14" 2-8d 5-8d --i 6" -_ --i--8d 6-8d I \ V_ 1) Support back of web during nailing to prevent damage to 114/_8�' 'Md 3-8d web -flange connection. BC160sS 14" __ 2-8d. 578cl Tight fit ------ -- -- 2) Block solid between joists for full length of span. 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. -ill-71811 3-16d 3-16d 14" 5-16d 5-16 d 2x4/Plywood/OSB web stiffener\ 2" min- BC, goss - 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 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 Y8" 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 column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =19GO pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional consideration. Check wall or beam below.* w local building code for appropriate Zor=20 details in One 1 Od box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) _J Bearing wall, Versa -Lam LVL or Glulam Bea IT) Boise Joist Blocking L lqP'A"(1 nril nails at 6" n.r- -Z Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRIG. WALL N.T.S. INV t IVL_i_Q k�r I MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (see table below) NOCKOUT EXEMPTS) D Id. (see table below) DO NOT cut, notch Ale 1 or drill flanges 1 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer = 1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists I I 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 wall, provide 0" =11 'oc' Whe I -Joist can be offset 13/4" minimum bearing for each. up to Y' 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. to I 0—i-0 1 1% 4 le '77 A ROUND HOLE MAY -DO NOT CUT HOLES 6" 6" LAR 2" BE CUT ANYWHERE IN CANTILEVER GER THAN 1Y 'ROUND IN THE WEB. PROVIDE AT 7 LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" 8 T-a' I T-11" T-2"I V-7'I T-7 T-3r' I T-T' T-111"I 2-4" 2-9' 1 3-2' 3-71� Any 16' joist 12 T-U' V-11" T-7 T-2" V-3 T-9' 'V g' 2-44" 2-11 " 3-�r' 412' 4-9' 6_4 Span (Ill 16 T_a, 11-21 T-2" T-7" 2-6 3-2' �E 3-10" 3-10" 4 4-9' 6__r. 6-7' 6-4. 6-4' _P -2. 20 T-0' V-11" I'-Z' 1�-2' 2-a. 3-a. if 4-T 0.. 4'-10" . 11.. 6-11 " 6 11, U-11" 7�411" 81-1 .24 . 11-al 1'-'Y 17-3- �Z-T . 3-7- 't 4-9- 9-10" T-7 8'-4- ;11 c iFlr' 9-6- 9f, 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. UP OR DOWN. 2" KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y 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. Joist hanger SIMPSC w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) - NAILS 1 RTRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION 'AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR---' 0 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10dnails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap !i 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 'a dc /h rL requirements -0 6 X Joist de'pth 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 META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF 1�5 SECOND H10A 0 1 0 0 (WHEN SIMPSON H10A 0 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 10A x 1 1/2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION� 12" BELOW GRADE 4 PLUMBING LINE PVC OR SCH40 SLEEVE 4 11 OT SIZE & REINF. SEE FND. PLN. PIPE VERTICAL THRU FND. -0" TOP (2) #5's x 4' CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE L 1 A A 4 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 4 4 4 A 4 A SEEFND PLN. SIZE & REINF. en 116n C= t LA_ = 2 110y LU LU F L ....... 4t, 11 S S I oil 10\0 To te best of ItIe Engi neer's knowledge, Information and belief, 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 portions of the drawing pages bearing Engineer's signature and seal. W 00 - C� 6 S 0 0 0 Lo4 10 CN 0; - .4 t _, 4 It U_ 0 -6;; IW, (I M C 13 i Hm4z f 9 8 f,- W C*, F, LL 1 z LL a d< 0 z I W 00 4-J U 0 LU JAM 0 Ul ro 01- 2 -9 _d 0! Cn __J E W. im 8 (6 CL �r. a M z E m=w 0., z z z 3: 0 zz 0.0 LU z mi 1 A >1 - I LO LO M L0 LO 0 L0 _J Cr4- ID co 1. Cn U') 0 *6 M 64 CD C) 0) 64 ce) LO CV) 6 E ce) r- L0 . . 0 z :2 =1 5 S E E CL 0 0 '0 M _J < JOB NO 23-00525 SCALE AS NOTED SHEET NO. SN 1