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V ts 2! R 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 Backer and Filter 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 1.811.7 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 16GAxl-1/2" LONG (3/4"-1" 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8- GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION 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 __//P HOME H C G GARAGE SIDE 000 6-011 9 STUB -OUT FOR q a -1 0 V-0" L =9 U-) GAS METER �01 or :;t 0 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER Is 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. 100-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-91v (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'-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24' O.C. 61-11' (2) 16d TOENAILS 2' X 6- @ 24" O.C. 8'-6- (2) 16d TOENAILS 2" X 8" @ 24" O.C. lit-Ofl (2) 16d TOENAILS 2- X 10' @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12- @ 24" O.C. 16-41' (1) SIMPSON HTS20 OR (3) 16d TOENAILS [�TOEUJA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). S T HERN YELLOW PINE, 55 PSF LOADING 0 N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 pff max along load bearing wall. L, Load bearing wall must stack *Non-stacidng walls 0, over squash=20 blocks and require additional w wall or beam below.* consideration. Check I ocal building code for appropriate 1/16" details in One 10d box areas=20 of high 64 or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or 0 Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking [IsA 3" (11 Odl nails at 6" o-c. Provide adequate bearing for each lapped joist. Od nails SECTION'-` INT. BRG. WALL LCU N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) FILL CELL--n STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22) 10d NAILS TYP. LU GIRDER TRUSS CONT. #5 CONT. #5 STE BAR F 2X TOP PLATE HOOK BAR -, T I — #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 PLYWOOD FLOOR SEE PLAN FOR REQ'D I SHEATHING PER PLAN COLUMN AND CONNECTION----" TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '.T 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. BRIG. WALL N.T.S. 1/8" min. )Small gap 2"min. 2" max. 4" max - Web Stiffener Fastener Schedule Joist B Bring ocation V Series Depth I End Intermediate ___ _ _ '71, @) 2-8d — ------- BCI 5000S 1-1-1/8" 2-8d 3.8d 1 2- Clinch nails 9-1/2" 2-8d 2-8d when BC16000S 11-7 2-8d 3-81� possible BCI 6500s 17"! 5-8d 1 2- 16" 1 2-8d 6-8d ... 11-7/8" -2-8d 3-8d 14" 2-8d 5-81 Tight fit -------- BC1 60sS " - .--- J__� _16 2-8d 6-8d 11-7/8" i 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s" --14" 15-16d 1 5-160 required when indicated or 4" max. liV 16-16d I 6-16d _7 - Hangers with 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 =1900 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.* -When joists meet over wall, provide 13/4" minimum bearing for each. Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non-stacldng walls require additional consideration. Dr- LV I AN T VVnrKM 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 1Y2.- NOTES: DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 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. 00 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. IY2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 11Y2 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 CU17ING CHART N.T.S. 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO -UP COLUMN DETAIL BUILT TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR z_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 1111L Joist I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. '-,jnstall tight to top flange. Joist hanger 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 re' dc /h r requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL ;0 FINIS4 GRADE SLEEVE THRU STEM-/ SEE PLAN FOR--" 4* FOUNDATION INFO STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR 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 1 REQUIRED) w/ (18) 1 Ed x 11/2" NAILS UPLIFT = 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION� ML71110101111h ME 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ISEE FND. PLN. SIZE& REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION A A PVC OR SCH40 SLEEVE PLUMBING LINE A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A PVC OR SCH40 SLEEVE PLUMBING LINE 4 A A SEE FND. PLN. SIZE & REINF. C%S CD C,� 25 6 .6r -= U_ M_ cc C; cc r= 0 4J Ids \N /V r < C-4 0 % Ll F L 0 X 10 4�Ope S S I Ot, 0 n 3 a, rms on 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 11- 14 - 0 0 0 4 0 5 - ? CO F- 1- N 0 6M v C _J u- -9 L� '2 z :9 Z M W W R 0 z IL 2 0 Z rz < g 0 17,13 $ z q Z < Q) P1 C1 0 YZLA (0 C__ a W _J LL_ 2[ E u zo 0 E U Vo (6 0� WS zQ E -8 .4� 03 C C -01 (0 LO 2 M 0 < co :3 LO C) LO Ir— Cr T_ M L0 < 1 0 (n CN 4. N 12 0) 0 -0 .0 0 U_ C14 cc 0) U-) Ir- < 1� C E C M T CY) 6 z M z C 5 E d E (L ---L- 0 _J - -_ JOB NO: 22 -12368 SCALE AS NOTED SHEET NO. S N