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M Lo C=) co :9 -2 CN Cl Cn ;�2 I �1 CL E E < r 7 VE C_;I 2" 0- __1 CD CI) CL C:) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING . . . . . . . . ... ... . ......... ... ........ ;rl -1 .'.� I . ............. M _ ............. ............... ...... ..... ..... .. . ... ..... 16GAxl-1\2" LONG (3/4%1" CROWN) —�-7j*,. . ....... .. . Ax- O.C. VERT BETWEEN H ...... ......... 16GAxl-1/2" LONG (3/4%1" STAPLES @ 6' 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** 101 _0TI TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 51-011 0 STUB -OUT FOR A 9 LO 1'-0" L 1 GAS METER 0 0 C? 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 HILLSIBOROUGH AND PASCO CO TY** UN 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. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16-1 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. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, I (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 BCI"Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 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 1 Double 2 x lumber 1 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8"gap FILL CELL UJ STD. 90' CONT. #5 HOOK BAR STD. 90' HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od GIRDER TRUSS NAILS TYP. CONT. #5 BAR 2X TOP PLATE 5/81 THRU #5 CONT. BOLT 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN 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. /71 Clinch nails when possible 1 Support back of web during nailing to prevent damage to b-flange connection. we 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 4" . required when indicated or 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. )/8" GAP @ TOP sides by 6". - Hangers with sides not containing OF THE JOIST ASA REQUIRED LEAVING WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box 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 g. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall Use 3" (10d) nails at 6" o c Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists Load bearing walls meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �f Joist When joists meet over wall, provide 13/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q� Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls nails require additional consideration. SECTION @ INT. BRG. WALL N.T.S. INV FI%JLL-,D kL^UF_r- I MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (see table belo (KNOCKOUT EXEMPTS) W) D (see table below) DO NOT cut, notch I or drill flanges CD A ROUND HOLE MAY DO NOT CUT HOLES 6"7 6"' BE CUT ANYWHERE IN CANTILEVER ILARGERTHANlY2" THE WEB. PROVIDE AT 70, ROUND IN CANTILEVERS. LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN IY2" 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. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. N.T.S. JC Web Stiffener Fastener Schedule Joist Bearin L C ti Series Depth End Intermediate 00 @ BCI 50 $ 9-1/2" 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d - BC16000s 8— BCI 6500se 9-1/2" 11 7/8" 2-8d 2-8d 2-8d 3-8d _14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-9d BCI 90se 11-7/81, 3-16d 3- 6d 14" 5 -16d 5-16d 1 16" 6 -16d 6 -16d I,C SIMPSC w/ (22) - NAILS 7 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META1 2 Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL 1 47 Backer block (12" wide min.) Nail with 10- 1 Od nails. to, flange. 'A . ��nstall tight t" SLEEVE THRU STEM SEE PLAN FOR 4. A _ .0 .;, FOUNDATION INFO 4 STEM FOUNDATION Filler block. Nail with 10-1 Od 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 Mounf' 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 stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height Web stiffner as requirements — 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. 00 FINISH GRADE GRADF REINF. SEE PLAN i-vkunmor_,+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE /21 IS BASED ON S.P.F. LOCATION OF SECOND H10A 0 (WHEN SIMPSON H10A A 10 1 /2' REQUIRED) X wl (18) 1 Od x 1 1/2" NAILS # UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN I SIZE & R PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION . . . . —, A . 1 PVC OR SCH40 SLEEVE PLUMBING LINE ..4 A '4 A SEE FND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. CENTERED @ PIPE PENETRATION PLUMBING LINE TOP (2) #5's x 4'-O"-\ PVC OR SCH40 SLEEVE 4 4 - z4g SEE FND. PLN. SIZE & REINF. e- (1) S_- J_ It Jc Lo '7 V C) a) >1 a)`� CL -0 C53 0 0 :3 C: O� 0 UJ > CL 4-- N 'ago W/V "Z-- -- 4 7z:� , �ASE 'z 1-4 01 1410, < LU �Lot` . ...... . 0 To the best of the Engineeft knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U') ID "'o it s CN Cr) U) 0 co a) u, V) WE, r- g. _- a- C14 u_ 0 CL 6 u-(L W z Ir z U 3: 0 0 ga 9 W 0 M N :3 M —1 2 1- co < W co Z C5 u') z LL0 do In z W CO CO Cz 0 - LL M 4%-,- Q) 0 V) U-) > U 0 r W D 0 M ci�' 0! cy�l 19 0 Z __J LL_ cd- E 55 0 .1 E Q W -, Z, 0.� W co F_ E 0 < 00 , 0 z�O �0 . _1V W C 9' .. C) 01 Z z C/) 0) _J Cn �Ew W 0 0.- �- * �z - z W C..) 0 1� 0 ID Mill C> CID 0 z< 0 03:1 C) > C) It 0 (3) 0 LO C14 0 N 0) LO C) <1 N Lo T_ E -i�� E ce) CN 0 z M z E E 4-; -a 0 0 'a r_ JOB NO: 22-02362 SCALE AS NOTED SHEET NO. SN 1