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- - -- -- --- -- - I I --- - I - - - - - -. I I I I11 l � _ I 1 _ I 1. -.� --- � �� t 1. P ■ �_ I THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING 16GAx1-1\2" LONG 3/4"-1"CROWN) STAPLES @ 6" O.C. VERT BETWEEN MAX` I I I I I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN 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** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q - 01 0 STUB -OUT FOR 1'-O" o ° o GAS METER OLO Of o U O F CV s0 • 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. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (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. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (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 Backer and Filler Block Dimensions BCI(5Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nee Two 3/4" wood panels or 2 x — 1-1/8" or two 112" 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 90 2.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap ----I FILL CELL STD. 900 HOOK BOND BEAM W Ir CONT. #5 CONT. #5 HOOK 7]F- 00 (�I BAR BAR #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 SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '—MASONRY WALL OR INTERIOR BRG. WALL - TJI PER PLAN j OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. i 1/8" min. } Smallgap2" min. 2" max. 4" max. - Web Stiffener Fastener Schedule_-- - - Joist Bearing Location j Series Depth End t! Intermediate ('� - - _ i 0 9-1/2 i 2-8d } 2-8d I BCI 5000s R 11-7/8 2-8d 3-8d Clinch nails — 14 2-8d 5-8d 9-1/2 _ 2-8d 2 8d he possible wrible /f BCI 6000so 11-7/8 MCI 3 8d BCI 6500so. 14- 2-8d 5-8d - - f' r/ 16' 2-8d - 6-8d 1) Supweb�flangert ck of web uring Walling to prevent damage to \\ 111 8 _2-8d - 3=8d connection. ® BCI60s 2-8d 5-8d I 2) Block solid between joists for full length of span. Tight fit 9 16 2 8d 6 8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d -3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90so 14" 5-16d 4" 5-16d required when Indicated or 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 %" 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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls wall or beam below.* require additional Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls consideration. Check local building 1/16" code for appropriate !/ details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side i at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. 10d nails SECTION @INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 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 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CID 6., A 1%" ROUND HOLE MAY 6„ 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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 1Y2" Found Hole Diameter n 2 3 4 5 6 7 8 . 8-875 10 11 12 13 Rae Hide Sloe n 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 T-0" V-1" V-Z' V2" V-3" 1'-3" V-7' V-11 " 2'-4" 2'-9" 3' 2" 3'-7' 12 V-0" V-1" 1' 2" 1' 2" V-3" 1,-9' 2'-4" 2'-11" 3'-7' 4,2'. 4'-9" 5'-4" 16 1'-0" V-1" V-2" 1' 2" V-7' 2-5" 3-2 3-10" 4'-9 6-7 6-4" 72 20 1 V-0" I V-11 I 1' 2 1' 2" 2'-0" 3'-0" 4'-0'* 4'-10" 1 5'-11" 6-11" 7'-11" 8'-11" 24 1 V-O" I T-1" 1 V-2 V-3" 2'-5" 1 3-7 4'-9" S-10" 1 7-2 8-4- 1 9'-6" imici 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. %" 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. N.T.S. SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) =1 11=1 11=1 11=1 I— '� Nail with 10-10d nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •• ; . • Joist hanger �� -� , �- . d• . FOUNDATION INFO A' ✓, STEM FOUNDATION f GRADE �� Filler block. REINF. SEE PLAN Nail with \y: 10 10d nails. Ai Backer block required where top X , 4 mount hanger load exceeds 250 lbs. _ _ Install tight to top flange. —I—I I I —I I —III —IT - I 1/4"-2" gap 111 I I—� d: — • ° i_ Backer Block - f-J A/C CHASE 4" PVC (2 ) #5 REBAR "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION 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 TYP. FND. PENETRATIONS l requirements �L e SCALE: N.T.S. r j -0.1 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED( PIPE PENETRATION d I I-1 I I —I I I—i � d PLUMBING LINE PVC OR SCH40 SLEEVE — IIIII d °d II�IIIII, - SEE FND. PLN. SIZE & REINF. 12' BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° e d ° d z� • ° • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. 2 TOP #5's x 4'-0 " PVC OR SCH40 SLEEVE 5 CENTERED @ PIPE PENETRATION PLUMBING LINE d ° ° d° d / -III—III—II 11=III=III ° i ° SEE FND. PLN. SIZE & REINF. N 0 N cn o .r d� Z �� r- o c co c, Cn a U_ C '� C1 N yCJ E. E CD (D. 08 tv d xz l`'• Nam. 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q d o O O '0 r2 i U m 5 0 1? LL N M J)" ,� uJ w 7 z a Q Cal: , w U, u_ Z z —ern � 0 .0 L m o_ O o W o��z of m Z IL of w coU O F aO N U Z ❑❑❑ W � 9 z N M z 2 8 o �y n � N N z c C9 a-1 0 U �• U 0 to w $ �V) CO _ lL J _ E m � c In N em 0 �_ CD w Z Q m zo Q Q Q E= V wo OF � Z3 ❑a � o E O U a Z CIDao ¢ o iiz ww <� �0 .9z - a �z <� 02,a z " Wco WLL w Qa � J 0 M ola V 2 = ° 3 N O > CO LO 01 00 L_ O Q CD Y CV J N co 0° 1_- LO 4-1 O r al �� � M C N m LO CD �-- LID LO T E -E z N z :3 E O N °� C n U Q _J JOB NO : 23-06133 SCALE : AS NOTED SHEET NO. SN 1