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ul U') !�2 2 00 U0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH ... ....... * ", , 1 T.. ... IT ........... ..... .... .... cn.—. . .............. ............ i .... ..... ..... ......... .... CROWN) 16GAxl-1\2" LONG (34-1 WALL SHEATHING 16GAxl-1/2" LONG (3/4"-l" MAX ....... ... ..... . ..... STAPLES @ 6" O.C. VERT BETWEEN IT .. ..... .. ............... V CROWN) STAPLES @ 6" —)-OFFSET STUDS (NOTED THUS: O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (NOTED THUS:—) v 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** CORNER OF HOME GARAGE SIDE 1 01-0to TANK -LESS W/H H C G 000 51-011 STUB -OUT FOR 11-011 —9 a _J Zr) GAS METER 0 0 -1 0 C14 MEASUREMENTS ARE FROM FINISHED FLOOR OFF -CENTER • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12' • 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. 71-5" (2) 16d TOENAILS 2' X 6' @ 16- O.C. 10'-8" (2) 16d TOENAILS 2" X 8- @ 16" O.C. 131-91' (3) 16d TOENAILS 2- X 10" @ 16' O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12" @ 16- O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2' X 4' @ 24" O.C. 6--l' (2) 16d TOENAILS 2- X 6" @ 24" O.C. V-61- (2) 16d TOENAILS 2' X 8' @ 24- O.C. 11._011 (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 BCIOJoist 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 2x- 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 1/211 602.0 wood panels 2 X + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL—\ STD. 900 HOOK BOND BEAM W CONT. #5 CONT. #5 STD. 90 BAR BAR HOOK BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE SIMPSC w/ (22) - NAILS I 5/81 #5 CONT. THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM 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 STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min. 2" ' )Small gap " max. 4 max. Clinch nails when possible 1 Support back of web during nailing to prevent damage to web -flange connection. Tight fit --_7 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. 2x4/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". Hangers with sides not containing top flange of joist. WEB STIFFENER Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor column w/ loads N.T.S. hi her than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall BEARING Use 3" (1 Od) nails at 6. O.C. Required on interior walls : - for vertical load transfer W__� Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack 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 consideration. Check _f When joists meet over wall, provide local building T1/16" I -Joist can be offset code for appropriate 13/4" minimum bearing for each. 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. 7elt] JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 1 Gdx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block Od nails require additional consideration. SECTION" INT. BRG. WALL (2x4 minimum) (0 N.T.S. Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D IN BEARING ZONES (se, (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Id I _Jr__ or drill flanges I it 777,7,5 -. 7- -- -. 7 - I - .. - �,� �611 61, A %2" ROUND HOLE MAY 6" 0 NOT CUT HOLES t5t: Ilu I AN TWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ------A-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' 8 T_a, T-T' T-2' lt-Z' 11�4' 11�-3' 11�-7" 11�111" 2-4* 7-9' 3-2' 3-r' Any 16' jdat 12 l-U* V-11" I'-Z' V-Z' T-9' 2-4' 2-11 11 3-71 W-21 4-91 6-41 sow 16 1'4r 11�4' 11'-Z' V-7' V-7" Z-6' 3-2' 3-10" 4-9' 6-7' 6-4' T-2' 20 T47" 1A" T-2' V-Z' 4-19' 6-11" 6-11'* 7'-11" 9-11" 24 T-W I �-I" T-Z' 1 V-3" 2�-6' 3-7-, 4-9' 6-10", -P-2' 9-4' 1 9-6' 10'-W. 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 CU17ING CHART N.T.S. Web Stiffener Fastener Sc Joist — B aring Location Series Depth I End Intermediate BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d ---S--8a-- BCI 6000se-fl--7/8' BCl 6500s(& 9-1/2" 2-8d 2-8d 2-8d 3-8d 1,V' 2-8d 5-8d 16" 2-8d 6-8d BCI 60s8 11-7/8" 2-8d 3-8d 14" 2-9d 5-8 ad7:1 16" 2 -8d 13C, gose 11-7/8" 3-16d 3-16 14 5-16d 5-16 16- 6-16d 6-16d Joist hanger SIMPSC w/ (22) NAILS I RTRUSS OP PLATE LC TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR--,! . , . . 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. _J 1/4"-2" gap — "Top Mount" Backer Block "Face Mount" Backer block shall be fight Backer block shall be fight 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 stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements /vv 1,6 X Joist lo depth D oo 'o lo lo ol I -JOISTS BUCKETS N,T.S. GRADF REINF. SEE PLAN pit, t.,nmoc,4 rvt, 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 1 REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 9'% 1 r% r- 1 1 r- r'% -I- 1 0% A I -9r' I I F'% I I r- 1 r% PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION: 1. .. . 4 . . .. . ...,o - , L A .4 \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 Aq. A A-1 4 q /4 SEE FND. PLN. ol SIZE & REINF. LU V�4 C gOct F.7. Z,Z -95 E .:r cc 3r cc W �y r—%XA I A /466 .�11 0 b r. &; <.- -, * - T F ....... 9(" JF E S S "I"Imill 1 till To the best 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E 8 Cb 8 r_ 9 r� 0 - G -? I § q 14 C'n t- r- M U u_ Lu I G Q. LL 0) :3 MCNG z 0 L N z 0 Cn W 01:1 c-, < U) 4-J (a LU in U 0 —$—. YZ(a E 2 8 2 . U < eq C. CD Cl) E E 8 'd C:) E .8 E 15 I 9 80 0 E z 04 q 2 A! CO C: 8 0 2 .1 , �z 218 I z 0 8 0 S� z z =D X0 C:) 8 La LO LO LO CID co Cr P 0 0 CN M in L0 0 0) 0 LO C14 -0 N 0) lr�_ LO .0 C) LO C%4 0) E 2:1 (0 .7 E LO 0 z Ca z E T— E 'T - 2 (L 0 0 -J < 0 _J JOB NO 22-06468 SCALE AS NOTED SHEET NO. SN 1