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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%11" 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** 100-011 TANK -LESS W/H CORNER OF 7 HOME H C G GARAGE SIDE 0 0 0 01 51-011 STUB -OUT FOR r 0 U GAS METER 0 0 0 C,4 - - - - - - - - - - - - - - - - - J - - - - - - - - - -- - - - - - - - - - - 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. 71-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (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 211 X 411 @ 24" O.C. (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6f' (2) 16d TOENAILS 2" X 8- @ 24" O.C. 111-01, (2) 16d TOENAILS 211 X 10" @ 24" O.C. 13'1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOE -NAILS *TOENAI NS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). L CONNECTIO SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BC10JOist Backer Block Series Thickness Filler Block Thickness 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 2x + 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 Old 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.* considerafion. Check local building code for appropriate details in One 1 Od box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. 1 Od nai Is Squash block ECTION @ INT. BRG. WALL (2x4 minimum) S N.T.S. Bearing wall, Versa -Lam LVIL or Glulam Beam 10( sa;Larn LVIL or KNOCKOUTS) ALLOWED MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch (see 1, 3ch\,,J;; T 2K or drill flanges I it FILL CELL-� STD, 900 HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od NAILS TYP. STD. 900 CONT. #5 LU GIRDER TRUSS CONT, #5 HOOK BAR 2X TOP PLATE BAR F F #5 CONT. FROM FOUNDATION TO HIGHEST 7F-11 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIORIEXT WALL SEE PLAN FOR MORE INFO COW. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION _1 TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 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. BRG. WALL N.T.S. 1/8" min 2" mi n. 2" nI }Small gap 4" max. i Web St-iffener 5-a—stener Schedule 1 Joist Bea4n_f(q5;@tion —A Series � Depth I End i Intermediate OL9-1/2": 2-8d 2-8d BC15000S 2-8d 3-8d -_ - 1 14" 2-8d 5-&F Clinch nails 9-1/2" 2-8d —2;!d__l when BC16000so 11-7/8" 2-8 8d possible BC16500se 14" 2-8 5-8d — 16" 2-8d I - 1 11-7/8",, 2-8d 3_Md BC1 14" 8d -8d Tight fit 16" 2-8d- I 6-8d ------ 1 5 1111-7111 3-16d 3-16d 2x4/Plywood/OSB web stiffe ier 2" min. BCI 90so 14:: 5-16d 5- 6d 4" max. required when indicated or 16 1 6-16d 1 - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - 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.* IFWhen joists meet over wall, provide 13/4" minimum bearing for each. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. 177-77-S I In -J 77 A ROUND HOLE MAY 6117],�� BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES 2" MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 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. Plumbing 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- 11 nails. Install fight 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. 71 z1/4"-2" gap Backer Block I "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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 depth I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT I.0 SIMPSC w/ (22)' NAILS I TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUSIHUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META12 META1 2 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ': 4: " SEEPLANFOR--' 44 .411 FOUNDATION INFO 4' STEM FOUNDATION F-GRADE - REINF. SEE PLAN r lrvi� SLEEVE THRU FOOTING MONO FOUNDATION 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 A 0 (WHEN SIMPSON H10A REQUIRED) wit (18) 1 Od x 11/2" NAILS I OA 1 1 x /2- 5# UPLIFT= 1015# TYPICAL SIMPSON H10A IN-STALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE mill"Ir- 1 1r`r1%1rlr% A 1 _rli 111`111111 1 r1k lim PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" 1 CENTERED @ P PE PLUMBING LINE PENETRATION I --a : 4 0 V4 -71 4 4 A SEE FND. PLN. SIZE & R PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 N-0 141 A Av ef- J= 4 4 —IIF SEE FND. PLN, SIZE & REINF. U2 :0. vi .2-: !Es cc C%J CD L E % % .......... E tv -z' C� - No PE7 STATE 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Englineer's signature and seal. A�IIIIIII a W S �J 0 OD :3 LO U , - W i;, a. W , u- I o. 52 u__ . � 0z :�'C;; �03 z r_ cc 8 R 0 ig -Z C� W r, .92-. 3 p w z z 0 w Go Z� z 0 X In C, IL LL IN .. < z 0001 1 W — 03 F N ;71 § C1Q) (D 4- ra CD - -a U — 0 V) V) I , 0 -9 Offit A z E ca- C) E U 0 0 U z E E 8 nz: 1< W� t M 0 H C, z 0 N .9 2, >z 20 z <0 W 0 03 C E2 F_ CN M C.0 1 CN 00 co =3 00 CT Ae 50 0 00 T_ 0 M CN LO .0 04 0 0 Lo -0 N C14 < LO CD V--- V 0 z E E 0 M M 4) CL T _J JOB NO 23-13121-13124 SCALE AS NOTED SHEET NO. SN 1