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at LO LO LO 0 �Q C) LO LO W UIT qn _3% tz E E LZ E2 U E off CL .0 z C) C14 CD THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-1" CROWN) ..-�. � rz 177-7-11k .... ...... 1. �, M> '1� r_ 3k, , , I , L 1 ... 1. . . .1 11 . .. .. .... I I WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN A 16GAx 1 - 1 /2" LO N G (3/4"- 1 V CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN v (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 5'-O#v C? STUB -OUT FOR � 0 GAS METER 0 9 0 0 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 HILLSBOROLIGH 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'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9t' (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 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. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 BCI Joist 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 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) FILL CELL STD. 900 HOOK BOND BEAM F LU CONT. #5 STD. 900 BA CONT. #5 R i HOOK BAR "LL "LL*,-, STD '0 6K #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 >__�i,,�PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION < _��TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI ---MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN -Y OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. Filler blocking 1/8" min. I Small gap 2" min. 2" max. 4" max. —W b g� 1/8" gap --e _nerrastenerSchedule- Joist Bearing Location Series _Depth End Intermediate 1 9-1/2" 2-8d 2-8d N1 T BCI 5000S � 11-7/8" 2-8d 3-8d _ _ 14" Clinch nails 9-1/�� 1 0- 2-8d 2--8d 5-8d 2-8d when BCI 6000s L11-7/8" 2-8d 3-8d possible BCI 650 OS& 14' 2 -8d 5-8d 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to --- -7/8" 2-8d 3-8d web -flange connection. �1 BCI 60s8 14" —2-8d 5-8d 2) Block solid between joists for full length of span. g t it 16"__ 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 11-7/81, _3-16d. 2" min. BC190sP 14- I 3-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max --5-16d " -- required when indicated or . 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. 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 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* w consideration. Check k local building code for appropriate details in One 10d box areas=20 of high or�20 sinler lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer Plumbing 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 wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET L ou 'oc' L_j Whe 13/4 N.T.S. Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails require additional consideration. Squash block (2x4 minimum) SECTION @ INT. BRG. WALL N.T.S. Bearing wall, Versa -Lam LVL or 0 Glulam Beam joist us 10( �Lam LVL %or MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D < (see table below) DO NOT cut, notch Joist hanger or drill flanges 'sec )tch\�� A ROUND HOLE MAY DO NOT CUT HOLES 6' 6" 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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. 7.1)/2" 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. SIMPSC w/ (22) NAILS I 5/81 THRU BOLT SIMPSC w/ (22)' NAILS I R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META1 2 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. .�Install tight to top flange. Z SLEEVE THRU STEM SEE PLAN FOR 4' FOUNDATION INFO STEM FOUNDATION T 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 nge flange is laterally supported by joist ha r. doesn't meet height requirements 7. v,� -0.6 X Joist D depth �z 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 META12 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 0151 1 OA X1 1 /2' TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 PLUMBING LINE PVC OR SCH40 SLEEVE /� PVC OR SCH40 SLEEVE PLUMBING LINE ..4 A SEE FND. PLN. SIZE & REINF. In PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 4 SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE Aq (D -C > 0 1`- CD C%J C-4 C") X a_ CC 0 C: (D Q) -4 U) V) E < u) < 0 03 U) L) " _0 > CL '0 Lu C4 C4 C=) CIO C:) 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 Engineers signature and seal. 90 W CD 4 0 R, 8 0 r, C, Lo 0 p U_ co a) -UJ 00 A Lu V) W, t1,0 1_� R u� a- C1`1 0 CL q M U LL CL z 13 _J WL., W 0 0 ig Z co 0 P (0 LL _J M _J 111 W us 0 M < (0 Ci co Z z W Ln 0 04 C� < < z W 0 Ln Q) (D V U 0 Un fz CD E Co -0 0 0 z U_ Ca E C:)- C) E 0 2. 0 z !'� '� 0 CU 6 CL C:) E 0 7. 0 � -0 " 11. 0, z zC/) wg� t =3 M < 9' .0 10 ox Z, z 0 0 Milli C.0 10 § . .2 (D _117 Lo MM LO < Co =3 0 N C) Cr CD _.: U U) 9 (0 M ca r11- T_ .4-1 4-J 0 CIQ 0) 1 C\l C:) (D Lo -0 -0 N CY) M L0 LO < E :141 CY) 0 z ca z :3 E 10 E 0 0 _J �0 1;5 < a) JOB NO 22-02383 SCALE AS NOTED SHEET NO. S N 1