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L0 E S C71 V) LO C14 T E S 9 3 (S 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"-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** 101-011 TANK -LESS W/H CORNER OF__/ I % r HOME H C G GARAGE SIDE 000 51-011 1-019 STUB -OUT FOR L 9 _1 U GAS METER 0 0 0 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" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8- @ 16" O.C. 13-4- (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-310 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24" O.C. 6-41 (2) 16d TOENAILS 2- X 6" @ 24- O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 111-001 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING FILL CELL—\ STD. 900 HOOK BOND BEAM 'M F SIMPSON MGT w/ (22) 1 Od GIRDER TRUSS NAILS TYP. CONT. #5 STD. 900 4�r 1 CONT. #5 HOOK --------- BAR 2X TOP PLATE BAR i F'� " F 11 - 11 1-h 1 11 11 #5 CONT. FROM FOUNDATION F-7] 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 �J, FOR BLOCKINGrTJI ::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. DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI8Joist Backer Block Filler blocking Thickness Filler Block Thickness 1/8'min. I Small ap 2" min. Series 1/8" gap 2" max. 4" max. I Web Stiffener Fastener Schedule 3/4" or 7/8" Joist Been" n . q Location 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1 0�9 I—L Series Depth End Intermediate P, 9-1/2" 2-8d 2-_8d , i 3 8d 1-1/8" or two 112" .4 BCI 5000s@1 11-7/8"! 2-8d 6000s 1.8/1-7 wood panels 2 x + 5/8" or 3/4" wood panel 14" 2-8d 5-8d Clinch nails 9-1/2"_ 2-8d 2-8d 1-1 /8" or two 1/2" when BCI 6000se 11 -7/8" 2-8d 3-8d 6500s 1.8/1.7 2 x + 5/8" or 3/4" wood panel possible wood panels BCI 6500se— 14" --- 2-8d 5-8d 1 1) Support back of web during nailing to prevent damage to V 16" 2-8d 6-8d 1-1 /8" or two 1/2" 11 -17/8" 2- - 8d 3-8d 602.0 2 x + 5/8" or 3/4" wood panel web -flange connection. -------- I 5-8d wood panels Tight fit BCI 60SO 14" 2-8d i 2) Block solid between joists for full length of span. 16" 2-8d 6-8d 2 x lumber Double 2 x lumber 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2" 1 min. 11 - 7_/_8_-__3-16d 3-16d 902.0 2x4/PIywood/OSB web stiffener BCI 90s8 14" 5-16d 5-16d 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 top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif 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 local building 11/16" 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) Bearing wall, Versa -Lam LVL or Glulam Beam 0 Boise Joist Blocking tJqPT' (10d)i nail.q at 6" f)-c- Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. I—— . MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se, (KNOCKOUT EXEMPTS) (see table below) D 6- (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing Men 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 7f =1 b oc, locking and wall or beam below.* Joist W When joists meet over wall, provide he 1314 13/4" minimum bearing for each. I -Joist can be offset up to 3" 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. — 611 1. A %2" ROUND HOLEMAY 611 611 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT Tln�OUND IN R LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN IY2" 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 %2" 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. N.T.S Joist hanger 5/81 THRU BOLT I.0 SIMPS( wl (22) - NAILS I TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR =_ AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (112" wide min.) IT71.1 I [---I I I— — .T Nail with 10- 10d nails. �P nstall tight to top flange, W, -A SLEEVE THRU STEM -OR SEE PLAN FOR 44 0 4F 4' FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. I � V1 -2" gap 1/4" ""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 requirements /46 X Joist .1 -1 depth D I -JOISTS BUCKETS N.T.S. GRADE /-- REINF. SEE PLAN / A/CCHASE4"PVC — (2) #5 REBAR 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 (WHEN SIMPSON H10A 1 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS I UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� 4 ',,7L A L 4 4. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION 4 0 4 0 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 4-0 - 4 4 lie. SEE FND. PLN. SIZE & REINF, > 0 co 0 04 CU U_ -0 C) C: C\l _F_ M 0 M IN C: -0 C: E < < > M a) > E 0 0 1L, M > LIJ C13 2 C"> 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. 9) .9 W N u. 0 C-, P (0 LL U- 0 C-� a, A CP r ILNJ z 2 z 0 04 M L LL a b < g =) _J 0 z Fl D —0 z: 77 V) C1 (U (D 4--J ,o LU 0 LU Ln U) L�u < _J U_ E go E E 0 01 03 i� C: N., 0 Z z 9 ai z IZO 0 M 01 Z WillCD co 8 z 8 t: .2 T— Eft LO _J LO LO < LO J CN C:) 0 U) M co T_ < +-A 0 0) 04 0 LO Lo CO 0 z z E a E 0 C _J JOB NO 22-02385 SCALE : AS NOTED SHEEr NO. SN 1