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C14 �5 .Q LO C29 E 04 CL F14 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN C GA WALL SHEATHING 16GAxl-1/2" LONG (3/4"-1" 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 FEICR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** MEASUREMENTS ARE FROM FINISHED FLOOR - 12" OFF -CENTER ROUGH -IN GAS TO RIGHT (ALWAYS) ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSIBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2- X 4" @ 16" O.C. 71-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 V-13" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 1191.3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 401 @ 24" O.C. 6 1-11. (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-16" (2) 16d TOENAILS 2" X 8- @ 24" O.C. 111-011 (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 1 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 1 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap - 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for ful I length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8- GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. L Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional consideration. Check k wall or beam below.* w local building [1-717-1 code for appropriate details in One 10d box ;L-- areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I ko.1" (1 Otil nAilq At All n n for each lapped joist. Provide adequate bearing Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE ID 0 (KNOCKOUT EXEMPTS) (see table be[ W) D I (see table below) FILL CELL LU STD. 900 CONT. #5 i HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od �GIRDERTRUSS NAILS TYP. CONT. #5 BAR 2X TOP PLATE 5/81 THRU #5 CONT. BOLT FROM FOUNDATION TO HIGHEST BONDBEAM 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 FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN 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. 1/8" min. small gap 2" min. 2" max. 4" max. Web Strffener Fastener Schedule Joist Bearing Location Series � Depth I End Intermediate 8 9-1/211_1 2-8d Ngd" BC15000S 11-7/8"1 2-8d 3-8d ---- 14w-T —2-8d 5-8d nails Clinch _971/T 2-8d 2-8d when BCI 6000so 11-7/8" 2-8d 3-8d possible BCI 6500so 14" 2-8d 5-8d 16" M_d' 6-8d V � 11 -7/8" 2-8d 3-8d -------- z A BCI 60sP 14"_ : Z- _8d — 9-8d Tight fit -8d -8d 16" 2 6 1-7U8'1_ 3-16d 3-16d 2x4/PIywood/OSB web Brier 2" min. BCI 90s" 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 1 5001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 Of 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 blocking and wall or beam below.* Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 13M UV I 1APA T VVnr-r%C 1N CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES ISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS 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. THE LARGEST HOLE. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2 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. When joists meet over wall, provide 13/4" minimum bearing for each. 'L Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. Install tight to top flange. .9 Joist han er Fillerblock. Nail with 10-10drialls. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "rop Mount" "Face Mount" Backer block shall be fight 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 st' er as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet iffn m 'a hei ht requirements 0 6 X Joist depth D I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) - NAILS 1 TYPICAL SIMPSON MGT TO -UP COLUMN DETAIL BUILT 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 FINISH GRADE SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 9 LOCATION OF 0 SECOND H10A SIMPSON H10A (WHEN w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT 1015# 10A X1 1 015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's X 4'4'� CENTERED @ PIPE PENETRATION SLEEVE THRU STEM---' 12 BELOW GRADE -1-11 .0 4,0 �'- SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION GRADE '---A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. 4 A 4 - PLUMBING LINE PVC OR SCH40 SLEEVE or - A 4 A 4. SEE FND. PLN I SIZE & RE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A PVC OR SCH40 SLEEVE PLUMBING LINE - ' . 1 4 0 .1 0 4 A. ISEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TO PVC OR S P (2) #5's x 4'4 CH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE F/_ - 4 N< IAI 4 4 < SEE FND. PLN. SIZE & REINF. C11- C-1 f.",: 00 Q z C"i — �w ck-- U W C, ZZ E C-0 jj�c) VV F 71, F LO 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 dravAng pages bearing Engineers signature and seal. W (a 0 0) :w - - -, � No 68 -! 0 6 0-1 iuil 2 r_ ®R 0 W 2,1 W IL '0 & 0 C, z N Ci 0< W 00 (D < V, cl- z Co 4--1 M LU 0- M 0 LU U') V) (a c3, min LU < Cb 0 E 0 I K 0 E z z I, t .0 �8 M, z C".) V z di Q) z W n M CW W C LO LO M cc :3 C:) Cr 0 U) -9 +.1 $ CN 1IM ca - LO 0 Cn 4� 0) C14 U- C) 04 M co CN I LO T_ 6 E .41 r_ 0 ca z E C E 0 _J JOB NO: 23-00518 SCALE AS NOTED SHEET NO. SN 1 UA