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_J M C14 Cr cn C) -0 9 CIO C) uo 24_1 0 :9 -0 C-4 4= f_4 E 1.21 0 4) E 0 0 01 rn W LZ 0 E .0 16 0 0 C14 C) C14 t 7 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ......... rz ...... ..... 777-�V ... ......... .. _- - - .. ... - . . - .. ........ .................... . . . . . . . . ... . . . . . . . . . . . . �� . ................ . STAPLES @ 6" O.C. VERT BETWEEN -'ITMAX . . . . . . . . . . . . . . . . ......... 16GM1-1/2" LONG (3/4--l" 16GAxl-1\2" LONG (3/4"-l" CROWN) STUDS (NOTED THUS:—) - OFFSET WN) STAPLES@ 6" CRO O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (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 L_ _J HOME H C G GARAGE SIDE 000 q7 U) 51-011 < 10 C:� STUB -OUT FOR 11-0 U-) 9 0 GAS METER 0 01 101 9 0 I 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 HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5-1 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (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. 6-11 (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" O.C. 131-0" (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 BCIOJoist BackerBlock 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 314" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 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 -t FILL CELL U) LU STD. 90' CONT. #5 HOOK BAR �N - STD. 900 HOOK ME BOND BEAM F SIMPSC 11 1 w/ (22) NAILS I CONT. #5 E BAR 5181 #5 CONT. THRU FROM BOLT FOUNDATION :ST BOND BEAM STEP SCALE: N.T.S. BOND BEAM 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION Ablock 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 Solid bil ck all posts from all costs from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small gap 2" 2" a " . 4 max. /71 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ight fit ------ 2) Block solid between joists for full length of span. T 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min 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)/8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher thnn isirinih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional consideration. Check wall or beam below.* w local building code for appropriate details in I One 10d box areas=20 of high or�21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or (D Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 13" o.c. Provide adequate bearing for each lapped joist. nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D EXEMPTS) NOCKOUT (see table below) D (see table below) 214 F1 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 _tm Web Stiffener Fastener Schedule Joist Bearing cation Series I Depth I End Intermediate BCI 1000so 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI 6500s@— 9-1/2" 11 -7/8" 2-8d 1 2-8d 2-8d 3-8d _1,V_ I �2-8d 5-8d 16" 1 2-8d 6-8d BCI 60sP 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s@ 11-7/81, 3-16d 3-16d 77j4�� 5-16d 16" �6- 1 6d 6-16d SIMPSC w/ (22) NAILS I RTRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META1 2 Plumbing META12 TSS INSTALLATION beam below -- Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wal I, provide 13/4" minimum bearing for each. I -Joist can be offs et F " Use 1 0dx3" nails at 6"o. c. for al I joist blocking panel *Non -stacking walls require additional consideration. (0 ME t 1 1% It CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" e7__7r_ Y2" ROUND e-4 DO NOT CUT HOLES 6- 7F 6" 1 6" Al HOI E MAY BE THE WEB, PROVIDE AT JNDIN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 l-U' I V-1" 1'-2'1 1�-Z'l 1�-3* 1�-7' 1"1"1 7-4' 2-9- 1 3-2- 3-7- Any - 1 6' __ j I ois - t __.__.. 12 1'-9' T-I" I'-Z'I 1!-01 l-3' 1'-9'12-4' 2-11"1 3-7' 4-0 1 4-T Span M,) 115 141 1'-1" 11'--7 V-2'" 1�-T' 2�-S' 3-2' 3-10" 4-9- 9-7' 1 6-4- 7-2- ...... -io— '-a' _V� I'-11" I'-Z' 1-2" 2-9- 3-U' 4-47' 4-19' 9-11" 6-11" 7�11" 9-111, 24 , I-4:Y' 1�4', I'-Z' 1�-T' 2-6', 3-7- 4-9' 6-10" 7-z' 8-4' 1 g-6, , 110--w 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. 1Y 2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT P ECE 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. up to 3 to avoid vertical plumbing 3" max A/C CHASE 4" PVC - JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL 00 IEEI I IEEI I M I I= 11. 111=111P Fl 1 11111 1 t Backer block (12" wide min.) -11111 111111 1111-111— —111 Nail with 10- 10d nails. Install tight to top flange. 4 . A - SLEEVE THRU STEM Nal ith 11- d Install tight to top flange r SEE P 4 LAN FOR Joist hange : 1' FOUNDATION INFO STEM FOUNDATION Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2"gap_�_ _�_— ::�� -1 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 1- 0.6 X Joist D depth liz, I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR '� �—A/C C =AS E 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 H 1 OA SIMPSON H10A 0 6 (WHEN 1 1 1 REQUIRED) wl (18) 1 Od x 1 1/2"' NAILS 5# UPLIFT = 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E PENETRATION� ''11511 I�DITI "T 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN, 1 SIZE & REINE.� 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's X 4- 0" PENETRATION—\ CENTERED @ Pl�E PVC OR SCH40 SLEEVE PLUMBING LINE L A: A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE E CENTERED @ PIP PENETRATION PLUMBING LINE 4 4 4 El I M I I� .'', 4 4 =I MI A v IE 4 SEE FND. PLIN SIZE & REINF. e- C= 00 Q: C3 cc CJ W W E -=) 0 W N( N/ A\ A� NAO O�- J t'.A Q.. <) PLO 9- a 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. W I a (0 0 .0 6 OF C14 0 Lu Z 13 0 U_ LL �6 -6;; W i E 0 9;� 0 cc N 0 LLI 0 - ;; W W z Co 0 Z < 0 < z 0 W 00 V) C—/) LU CA 0 _0, V) V) L.LJ -aft X V) LU E > I 0 U) �0 16 12 2 C13 0 z z 2 U_ E z< E 8 'z a co, 1'. ro E -� 0 < -, - 00 11 0 < co W ITT 0 � 0 �z z .9 =3 (13 C: 0 Z M =5 < ::. 8 0:4 Z, 15 00 C0 z mi cl_� `r 1. 0 < 01� 2(=) cy) 0 co < 0 Cr I . = 0 CL U) .2 Co LO 0 _R co C) (D 0) 00 C:) 11.0 U') !�', CY) T— E CY) 0 M z E a r- a. E 0 hi 'a CIO < JOB NO 23-00506 SCALE AS NOTED SHEET NO. S N 1