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1-0 M Ch ? PO CN 8 E E CL -81 -9 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 THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4%1" 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 51-011 0 0 0 STUB -OUT FOR 11-010 9 5 GAS METER 0 0 9 z - - - - - - - - - - - - Ir - - - - - - - - - - ---- V- --Sr - - - - - - - - - - MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10- @ 16" O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'.1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6- (2) 16d TOENAILS 2- X 8" @ 24' O.C. 11 1-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12- @ 24" O.C. 151-411 (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 2x + 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 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check _f local building code for appropriate z details in One 1 Od box areas=20 of high 64 or--20 sinker lateral load. nail each side at bearing. __ 1__�) Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I IRA 'A" 11 171ril nAilq ;it A" n t- Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table bel ow) D (see table below) )t DO NOT cut, notch or drill flanges 77"S FILL CELL--\ STD. 90* HOOK BOND BEAM U) STD. 900 CONT. #5 UJ CONT. #5 HOOK BAR BAR ____\ =---. 1:7 #5 CONT. FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D J1,dJ*_,5", �,SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW ;4_�FOR BLOCKINGITJI —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 0 INT. BRIG. WALL N.T.S. 1/8" min. 2" Small gap min- 2" max. 4" max. W eb Stiffener Fastener Schedule —joist --Bearina ocation V I Series- Depft__Encl intermed—iate A 9-1/2" 2-8d 2-8d BC15000se 11 7/8"' 2-8d 3-8d 1�47"O_ 2-8d d Clinch nails 9-1/2" 1 2-8d 2-8d when BCI 6000st" 11 -7/8" � 2-8d 3-8d possible BC16500so _14" 1 2-8d 5-8d V 16" __ 2-8 d 6�k_ 11 -T/�8"2_8§dd 3-8d ---- 14:: . _-_ -8d__ 2-8d 5 BCI 60s8 _�k_ 2 d 6 8� Tight fit ------- _8 d 16 11-7/ "1 3-16d 3 16d 2x4/Plywood/OSB web stiffener 2" min. 'o 190 14:: 5_116�jd 5�16cl 4" max. So 1 d 6 required when indicated or 6-16d 16 J16d - Hangers writh side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf 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.* Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. r=jjo�- A ly2" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN -DO NOT CUT HOLES LARGER THAN 1)/2" ROUND IN CANTILEVERS. ff =TM=zM F" Elm rw gam �m RM rM 9?7i;3 0-IMM [IM X'aft, �=7�wzm ; �rlMW,", 5RM 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. 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 1X" 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. 1-When joists meet over wall, provide 13/4" minimum bearing for each. SIMPSC w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE C TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 19144 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. .,Install fight to top flange. Joist hanger I Filler block. Nail with 10-10d nails. k 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 p or. re' dc he fel requirements 0 1 ( X Joist 0.6 depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM---' SEE PLAN FOR--' 7� FOUNDATION INFO 4' STEM FOUNDATION GRADE `A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS 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 H 1 OA (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x `1 1/2" NAILS UPLIFT= 1015# X 1 1/2' D15# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 010C 11=71r%Al 711_1101 I CKIrlt PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUM PENETRATION BING LINE TOP (2) #5's x 4'-O"-\ A L A 4 ;2� 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 Fl- 4 44 4 A A A 4 SEE FND. PLN. SIZE & REINF. C= C1%-J C" .2 04 -%= C) E C3 ci 00 IN P'. 75, 0 F A, r) ":efC, A�- To the best of the Engineers 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 the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E c4 81 8 (0 0 U. Lu lu N C) 0�. M .t it C _J a. 2 CQ u- z n; 0 Z A W iz 'r� 01, �: W . . 1 zw & 0 0 z 0 LL N C3 00 z < V) C!) 01 (1) 4-J C-n LU 0 V) I- E < 5� W 1 U_ g E 0 14 E '1� W U 0 E z it 0 Wa W7 0. !� ','� .. .0 �z zo 0 Mill! C .2 C) 12 a) > V) 0 M co Lo C:) CN LO 8 CN U) *-0 0 L0 4-d U_ 0 r*-. (y) -lid L) ce) .0 M to 1%%- CN .0 C0 0 L0 00 04 00 (0 CY) C LI) 0 M z cc E CD U) 42) M C M 0 JOB NO 23-02469 SCALE AS NOTED SHEET NO. SN 1