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LLJ ID C"! C14 31- to E 9 C5 CL C . L L C3- C14 a U-i THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 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 full 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 1 Od nails 16GAxl-1/2" LONG (3/4%1" 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. 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 0 0 0 51-001 CD STUB -OUT FOR =1 -J L9D GAS METER 0 0 9 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-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-511 (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--l' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 80-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 1-0" (2)16dTOENAILS 2" X 10' @ 24" O.C. 13141 (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 2 x - lumber Double 2 x - lumber FILL CELL rn LU STD. 90* CONT. #5 HOOK BAR STD. 900 HOOK r- BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22) 1 Od - CONT. #5 NAILS TYP. GIRDER TRUSS BAR L1J__A 2X TOP PLATE F 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SIMPSON MGT 2 X B.U.0 w/ (22) 1 Od NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 1 ,� I 'K""—PLYWOOD FLOOR SEE PLAN FOR REQ'D Jj -,,-'�,--��-.-�SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BL0CKINGfrJI 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 21' min. 2" max. I gap 4" max. I Web Stiffener Fastener Schedule- ',.'I _7 Joist Bearing ocation V V Series � Depth End Intermediate A -1/2 . 2-8d 2-8d BCI 5000s* 191 7/8" 2-8d 3-8d 1 4" 2-8d 1 5-8d Clinch nails 0 when BCI 6000 11 -7/8" 2-8d 3-8d possible BCI 6500s'v 14" 2-8d 5-8d 16" 2-8d 6-8d 11 -7/8" 2-8d 3-841 A BCI 60B0 10- 24d_ 5-8d _6-8_d__ Tight flit ---------- 16" Md- 11-7/ " 3-1 6d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BC1 gose 14" 5-16d 5-16d required when indicated or 4" max. 1 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 15001b. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR =_ AND QUANTITY )FFASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA (WHEN SIMPSON H110A X1 J/ REQUIRED) wl (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Verbcal load transfer =1 900 pif max. along bearing wall TYPICAL SIMPSON META12 TYPICAL SIMPSON MTS BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing HTS INSTALLATION Vertical load transfer =1 900 plf max along load bearing wall. Loa�'bearing walls when load bearing - for lateral support when joists META12 TSS INSTALLATION Load bearing wall must stack meet over wall, or wall stacks directly over wall or > beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist 0, w consideration. Check When joists meet over wal I, provide local building 13/4" minimum bearing for each. -Joist can be offset c Whe code for appropriate 11034 PLUMBING LINE up to 3" to avoid details in One 10d box vertical plumbing TOP (2) #5's x 4' 0" areas=20 of high or--20 sinker Irz CENTERED @ PIPE lateral load. de 3" max PVC OR SCH40 SLEEVE nail each s! PENETRATION at bearing. A/C CHASE 4" PVC JOISTS OFFSET SLEEVE THRU STE J N.T.S. M] -U;- WALL Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam (D Provide adequate bearing for each lapped joist. nails SECTION 0 INT. BRG. WALL N.T.S NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se, NOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Use 1 Odx3" nails at 15"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 177--,--,Sm NINE 77,777-17"......5�6 � A %" ROUND HOLE MAY on rT6- 6"'r]�� BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN IY2" DO NOT CUT HOLES LARGER THAN ,ROUND IN CANTILEVERS. rf Z=9771F'. =17MT; M E�Ift �W,7W EM19M. 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. Backer block (12" wide min.) Nail with 10- 1 Od nails. , ",..Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /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 1/4%2" gap at bottom of top flange. flange. /ne stiffner as Web stiffeners are not required when top ired if hanger flange is laterally supported by joist hanger. doesn't meet height ger, ler. requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM-/ SEE PLAN FOR-,--., FOUNDATION INFO STEM FOUNDATION GRADE '---A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN 191 Atr, REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED P E PENETRATION @PI E PLUMBING LIN 4 L 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 4 Aq 4 JA SEE FND. PLN. SIZE & REINF. cl� C%.k C" cc C%4 'n L." C,4 cu E C;, LJ S! 5. a, 6- C�> C14 C� C14 co 2 v1p C:) %%till It, t r-1 C, F-. NO PT77L� 7 5 % S T Ci F < 4 A 14 To the beat 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E S 8 0 C21 C51 S .5 � u;- �; n u. (0 F- r- zR W. uJ , Lu C', 0 aim., z u, LL z 0 .2 :v9;; � 0 = @ 9 0 WW :L, C� w z IL IL co , & 0 m z C-4 6 d 01" W (n V) Q) CD 4-J 0 LJJ U I I - CLI ta I CZD z cl� z E JP E 0 u 'g �0 r11 ZE C '0 z 65 < 2 U) 0 Z� 50 U IL z 0"' t 0 F Cn .6 o .2 0 0 (D CID LO M =1 (N CL Cr 0 0 04 U) 4-1 0 LO 4-1 0 U_ -lid U C) C) CU 00 CY) LO E ce) CY) 0 z z E M r_ M a- E 0 0 < _J JOB NO: 23-02469_ SCALE : AS NOTED SHEET NO. SN 1