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at -q LO tr) LO LO 00 ;53 LO Lo ED V) 3:i LO C�l LD D 1� C-1 t, C14 E 12 E 0 C ET- 12 -2. -9 a <1 CL -9 0:14 C) zz- -N Cl- THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ........... . ................. ..... ....... X: . 11..,...........,., 1 1 - . W ..... ��:. �� t� ......... ...... ... ......... ........... ........... 16GAxl-1\2" LONG (3/4%1" CROWN) .... ..... ...... .... STAPLES @ 6" O.C. VERT BETWEEN ....... MAX. ...... 16GAxl-1/2" LONG (3/4%1" ../i ......... STUDS (NOTED THUS:-) - OFFSET V CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) V 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 HOME-,/17 H C G GARAGE SIDE 000 U) 51-01' < V 0 - C) STU B-OUT FOR "i CD GAS METER 0 0 0 :C 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. 71-51' (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.-011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13-4- (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 BCIOJoist 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 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 FILL CELL-� STD. 90' HOOK BOND BEAM LU STD. 90o CONT. CONT. #5 BAR BAR HOOK F- #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' i PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI 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. I Small 2" min. 2" max gap " . max. 7L�Clinch nails when possible 7 web !stiffener 1) Support back of web during nailing to prevent damage to web -flange connection. 2 Tight Block solid between joists for full length of span. fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB in. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 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. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor c-1,unn w/ lnneiez N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0 require additional wall or beam below.* consideration, Check local building code for appropriate, details in One 10d box k areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2A minimum) Bearing wall, Versa -Lam LVL or (D Glularn Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails ON @ INT. BRIG. WALL SECTI N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D NOCK OUT EXEMPTS) (see table below) D (see table below) L 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 2 meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BC1 5000s! 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d F 14'�--2--8d BCI 6000s@ BCI 6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d i 14" 2-8d 5-8d I 16" 2-8d 6-8d I BCI 60sP 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d -- 16" 2-8d 6-8d 1 BC19 0B@ 11-7/ 81' 3-16d I 3-16d - 14' 5-16d 5 -16d 16" 6-16d' 6-16d SIMPSC w/ (22) - NAILS 1 5/8'T THRU BOLT SIMPS( w/ (22) - NAILS 1 RTRUSS OP PLATE I,C TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION ==Z-J11- beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide "'lu 'oc' Whe &13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET Us e 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls quire additional consideration. re 0- -0 CID -DO NOT CUT HOLES A ROUND HOLE MAY 6- 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT 70 t-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 T-0` I �-I I'-Z* V-2" 1 V-3' T-3r' 1-7' 1!-11" 7-4' 1 2-9' 3-7 1 3-7' Any 16'joist 12 1' T-11" 1'-71 T-7' 1!-3' 1'-9' 7-4' 11. 7-1 3-7' 4�-2' 4-9' 6-4- Span (11t) 16 11-U. 11�411 tT-11" 11-7 1!-2" V-7 2-6 . 3-2' 3!-10 1. 4-9' 1 6-7' 6-4' 7-7 20 T-C' 1�-I" T-Z' 1!-2- 2-U' 3-9' 44Y* 4'-10" 6-11" 6-11" 7'-11'* 9-11" 24 T-9' V-Z' 1!-3" 2-6- 3-7- 4-9' 9-10" T-Z' 8-4' 9-6' 10'-9' 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 1Y2"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 JC A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —111-111-111-11 Nail with 10- 1 Od nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR � a . .;, - 4 4* FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10dnails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 9 1/4" 2" ap Ali Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottorn 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 epth 0 6 X Joist d I -JOISTS BUCKETS N.T.S. GRADE r-REINF. SEE PLAN 'Z-AIC CHASE 4- �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 '2�1 S.P.F. SIMPSON H10, �/� w/ (18) 10d x 1 NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW GRADE PIPE VERTICAL THRU FND. (2) #5's x 4%0" TOP CENTERED @ PIPE PENETRATION-\ PVC OR SCH40 SLEEVE -PLUMBING LINE 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 FF A 4,1 4 44 .Ctf- 1511 M . 4 A A N SEE FND. PLN. SIZE & REINF. Ckf C= 9 .�t Cz cc�4 W ff W cc W W % r a: L) CD X z IN\\ j:� C) *zv q C) 't.�O.v - " F 0� IkKi 4144 A C3 L S 1 (0) N\1 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. W 10- 4g V E C, 0 M 8 0 N, C� 6 S 0 C-0 o? in N a 6' '! S Z 1 C -14 W = C', 0 0 r- W z 0 co Z < co < L) 0 z W 00 CC> !O� < C, Ul C QX 4--J .- C-/3 UJ U 0 U-i Ul 0�� U UJ E 61 0 U) J.D < 2 0 om N C=> C.0 M Cl> z E - E 8 ?@ C11 no Qo E 8. H Z z 9, U.*) C <Z 0 1, z z -5 z <. 2. z '0� 2. , !0 '0 W < z M 'o ao C13 2 C) (0 -J LO LO T M < 0 LZ co J CY) 07 0 Ne, U) (D CN L0 0 (n c) 0) C14 C:) LO 00 -0 -0 U- Fl LO C14 0) LO (=1 M 00 W 0) E 2�1 E 0 z cc z E a cc a. E 0 U 'D cc < 0) JOB NO 23-00516 SCALE AS NOTED SHEE7 NO. SN 1