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:Q �2 C:1 r') Ln LO ;5 �9 Ln Ln Cr C-1 0 E E 0 0 f a_ >M THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ..... . . . ... . . ... . ...... ...... .... ... 16GAxl-1\2" LONG (3/4"-l" CROWN) r mxl 16G,.Vl-1/2, LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN .. STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES@ 6" 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** A I V CORNER OF HOME GARAGE SIDE 1 01-0.f TANK -LESS W/H H C G 0 0 0 off 51- STUB-OUT FOR V-011 =0 LO -1 0 GAS METER 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'-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. 19'41 (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. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-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 BCI6Jolst 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) FILL CELL-� STD. 900 HOOK F BOND BEAM co Cr § STD. 90' CONT. #5 uJ BAR CONT. #5 i HOOK BAR #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 BEARING COLUMN < CONT. BASE PLATE PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKINGrrJl 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. BRG. WALL N.T.S. Filler blocking 1/8" min. )Small gap 2'min. 1/8" gap 2" max. 4': max. —VVeb 8fl#e-ner Fastener Schedule Joist BearingLocation- Series Depth , End Intermediate N1 9-1/2" 1 2-8d Moll BCI 5000s� 11 -7/8" 2-8d 3-8d T " 7000s� - Clinch nails _1 .14 2-8d 5-8d 2-8d 2-8d when __9-1/2" BCI 6000sE9 11-7/8" 2�_d 3-8d possible BCI 650 14" OSR 2-8d 2_ 8d 5-8d 6 -8d i 1) Support back of web during nailing to prevent damage to _'__14_/F� —2-8d 3 6d ____1 web -flange connection. - --------- BCI 60s@ 14" 2-8d 5 -8d 2) Block solid between joists for full length of span. Tight fit _I- 16" 2-8d 6-9d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 -70- 3-_16d_3-116d 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. 14" 5-16d Ba 90so .— 4" max -1 -_ ' 16 required when indicated or . 6-16d 6-16d 2x-: CO NTRACTOR 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. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Vertical load transfer =1900 plf max. along bearing wall Boise Joist Blocking BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer Plumbing when load bearing - for lateral support when joists I <�> Load bearing walls Vertical load transfer =1 900 plf max along load bearing wall. > meet over wall, or wall stacks directly over wall or Load bearing wall must stack over squash=20 blocks and beam below Load bearing wall must stack over *Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist consideration. Check Qr_� When joists meet over wall, provide I -Joist can be offset 13/4" minimum bearing for each. local building code for appropriate up to 3" to avoid details in One 10d box vertical plumbing areas=20 of high or--20 sinker lateral load. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide adequate bearing Use 1063" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block 10d nails require additional consideration. SECTION INT. BRG. WALL (2x4 minimum) N.T.S. Bearing wall, Versa -Lam LVIL or Glulam Beam Luau 'lod Whe 1314 5"O.c for al I joist -s c in walls MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT cut, notch or drill flanges 'se, )tch\�� BE CUT ANYWHERE IN CANTIL VIER LARGER THAN 6"' A %" ROUND HOLE MAY 6" 6"_ 0 NOT CUT HOLES THE WEB. PROVIDE AT _10 IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 7= - _ I Any 16'joist - ----- Span (it) 8 11-91 v-v I 1--z- vg- I v-3- i rq- v-r- i piv z-4-, i z-g- 3-2- 1 3-7, 12 T-C' T-I" T-2' T-2" T-3' T-9' 2-4!' 7-11 " 3-T' 4�-Z' 4-9' 6-4 16 1'-C. 1"" 1'-2. '_2 2�-6' 3-2' 3-10" 4-9* 6-7 6-4" T-Z' 20 T-C' T-11" 1'-Z' 1-2" 3!--U' 4-0" 4-10" 5-1116-11" 7!-11" &- 24 I -a' 'I'A" 11'-Z' T-Y 2-6- 3-T' 4�-9' 6-In" 0'- 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. JC SIMPS( w/ (22) - NAILS 1 5/8"D THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 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 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —111-111-111-11 I= M Nail with 10- 10d nails. I �-�nstall tight to top flange. SLEEVE TH RU STEM-/ SEE PLAN FOR-,-' .!' 4' 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 - 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 1114%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 X 0.6 X Joist depth / I D XX e-1 re' dc r./h 77- r e, 0 .1 I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN A/C 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 S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 1 10A X1 1 12- 0 15 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" PENETRATION—\ CENTERED @ PIPE 4 PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE PLUMBING LINE /rr_ A SEE FND. PLIN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE N IAI 4 'd A 4 A 1=1 Z-1 I P w- SEE FND. PLN. SIZE & REINF. CNJ C=, C_ cc C-) C-11 9 - 1 3;� E W CD -cl V) E 'tv L zee LU W ........... 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 Engineef's signature and seal. W 08 0 R 0 CN 6 C: co 0) FA 0 10? 9 4 Mi LU U_ u_ I . , Lu a. 2 z 2 N 0" W W M M C, 0 LL'0 U� Z < 0. z CJ to W 00 00 U 0 ul U) <r 2 0 N a, r- <0 Cl> vi zi E z t 2 I z <2 C E 'T 6 2� 0 U 0 C=) E ra . 0 < - 0� Ez � z 04 t W .0 Cn 0 1 �z 2. ZO 0-3: 2 Xz W_0 >1 C3 3: � 18 mi CD co Z .3:1 C) (0 LO LO Cn T M 0 co 0 J LO __J W 4 (All (n 0 C) C:) LO 00 -0 ILL 04 .0 (.0 (0 C%4 L0 M < LO C'4 T— 4i E (D T_ A�i ce) 0 M z E 10 E 0 0 < JOB NO: 22 -12366 SCALE AS NOTED SHEET NO. SN 1