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M �t CD A -2 LZ 2 — 0 CL C 1D A THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH .................. ... ...... .. .... ..... ... . ............ ............. ................ .... ------ Sk .. .... . ....... ............. ........ ........... 16GAxl-1\2" LONG (3/4%1" CROWN) WALL SHEATHING ...... . ..... ........ LONG (3/4"-l" O.C. VERT BETWEEN A -1/2 STAPLES @ 6 . ..... ... . 16GAxl CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET 1A 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** 101-019 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 'r 51-011 6 STUB -OUT FOR a CD -011 L GAS METER 0 0 14 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-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10.-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 116-61 (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. 81-6" (2) 16d TOENAILS 2" X 811 @ 24" O.C. 111.0.1 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 113-41 (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 BCI8Joist 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) Filler blocking 1/8" gap FILL CEIIL—� STD. 90* HOOK F BOND BEAM SIMPSON MGT w/ (22) 1 Od 11� Cn GIRDER TRUSS uJ NAILS TYP. Ix STD. 90* CONT. #5 4>1 i HOOK BAR 2X TOP PLATE CONT. #5 BAR . .... 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 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 OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max. gap 4" max. F--Web Stiffener Fastener Schedule Joist Bearing ocation V Clinch nai when possible ls _( I , I 1) Support back of web during nailing to prevent damage to web -flange connection. 71 - \ 2) Block solid between joists for full length of span. Tight fit Leave 1/8" gap between top of filler blocking and bottom of top flange. 3) 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener -2, 2" min. 16" 6-16 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 column w/ loads N.T.S. hi her thnn 1 ;nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls oversquas 0 h=20 blocks and require additional wall or beam below.* consideration. Check k local building Elr_!:0 code for appropriate details in 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 Glulam Beam Boise Joist Blocking -Z,-1 Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRIG. WALL —N.T.S. MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D LO (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff 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 beam below Load bearing wall must stack over 1__� blocking and wall or beam below.* Joist FWhen joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls quire additional consideration. 'e " 6" Al FIR U MAY--' 6", DO NOT CUT HOLES BE CUT ANYWHERE IN 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 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 1)/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. Series Depth , End intermediate 1 bul buuu 9-1/2" F1 1--7/9"-l' 1 2-8d —2-8d 2-8d i 14'�' 2-8d 5-8d I BCI 6500sDi— 9-1/2" 2-8d 9-Rd 2-8d 3-8d 14" 2-8d 16" 1 2-8d 5-8d 6-8d BCI 60sP BCI 90se 11-7/8" 1 2-8d 3-8d 14" 2-8d 16'_'_1__2-8d 11- 8V 3-16d 5-8d 6-8d 3-16d 14" 5-16d, 5-16d d 6-16d THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION �AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA SIMPSON H10A 10A (WHEN x 1 1/2' w/ (18) 1 Od x 11/2" REQUIRED) NAILS UPLIFT = 1015# 015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION up to 3 to avoid vertical plumbing TOP (2) #5's x 4'-0" 3" max CENTERED @ PIPE PENETRATION A/C CHASE 4" PVC — JOISTS OFFSET N.T.S. SLEEVE THRU STEM WALL 4 TIL A �A '. A 4 00 PLUMBING LINE PVC OR SCH40 SLEEVE FINIW GRADE SEE FND. PLN. Backer block (12" wide min.) SIZE & REINF Nail with 10- 1 Od nails. Install tight to top flange. SLEEVE THRU STEM 12" BELOW PIPE VERTICAL THRU FND. GRADE Joist hanger SEE PLAN FOR 0. 4 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top moun t hanger load exceeds 250 lbs. Install fight 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 114"-2" gap at bottom of top flange. flange. Web sfiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0 6 X Joist �71 depth L I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN Nt, 1-mm,= 1+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PVC OR SCH40 SLEEVE TOP (2) #5's X 4' 0" CENTERED @ PIPE E PENETRATION PLUMBING LIN 4 L A — \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 4 A SEE FND. PLN. SIZE & REINF. e. 9" C%M ca C%4 U2 1z a C� cc.�,' C', Q !t % ca ".'ooll, N�1� 151Kir C14 C, A; -10" S". �A Sy <1 )Q) _: A� 1, Zz W LU 4C) ....... v 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) III - 8 E - MN 8 N Cb 0 co 00 U, Cl) r- S C14 a) 7� u-1 U_ CQ U_ ::� � - o Z 'a H-19G 510 0 W co z - 0 < Cn Z LL < 0 z U) W — § V) 2f M CD .1 0 Q) — U_ Cn L.0 0, 0 lu Ln Ln M U 411111111111111 E 29 '� I U as 1 0 z 16 -1140— co M C13 01 0 z ce E as Z. 0 �m 1 cl- 0 E 0 'z 90 pl� CU 6 Q. FO UO z p E ITT 0 8 z Ew � =3 C: wo O�W Z z C/) zu Hz 0 W WJCD C=) 00 C .2 12A 0 ch CID r---. >- ca :3 o Cr .. -6 co 0 W 3: N ca 4-0 C L0 4-4 (D CU 04 L3 C14 0 0) 0 C14 0 LO CN IRt N 4) E CY) C14 0 z z r— E 2 C (L E 'a — 0 0 JOB NO 22-12361 SCALE AS NOTED SHEET NO. SN 1