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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" 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 FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O 0 5'-0" Q - c� STUB -OUT FOR O O o 0 GAS METER - U 4 0 ---------------N----------— — — — — — — — — — • 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-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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'-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. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x P 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 J lumber Double 2 x_ lumber FILL CELL--\ r— STD. 900 HOOK r— BOND BEAM LU STD. 90 - -- -- -- __ _B AR #5 BAR T. #5 I HOOK �( BAR - ---I� - - - J� ---- #5 CONT. FROM NDATION TOUHIGHEST 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 Y, CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI jMASONRY WALL OR INTERIOR BRG. WALL l TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR L Solid block all posts from STUDS above to bearing below. DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL (Not required If both loaded equally from above) N.T.S. fi Filler blocking 1/8" min. ) Small gap 2" min. * ; ' 2" max. 4 max. 1/8"gap Web Stiffener Fastener Schedule i; '' Joist Bearing Location Series Depth End I Intermediate - 9-1/2" 2-8d 2-8d { 1� BCI 5000s® 11-7/8" 2-8d -8d 4 5-8d - Clinch nails 2-8d i when BCI6000s® 11-7/8" 2-8d _3-8d possible BC16500sw ___ 14" 2-8d 5-8d 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d web -flange connection. g _-..---- � BCI60s 14" 2-8d_ 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ »/ " 3-16d 3-16d 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d - 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16d - 6-16d OF THE JOIST ASA REQUIRED LEAVINGY" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non stacking walls oversquash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate JL 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 Boise Joist Blocking Hse 3" 110d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. rvv nva w trrwr=r i MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges ifl v ❑ 6- A 1Y" ROUND HOLE MAY 6ii 6ii DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I beam below Load bearing wall must stack over _ blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— tl:��._ Q�.-w 'Ylx Fi...y.�J..��_ _ ., x♦ fi t fd i �$q'ticj" 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 E 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 1Y2" 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. Backer block (12" wide min.) Nail with 10-10d nails. -,Install tight to top flange. Joist hanger i \ Filler block. Nail with r 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap II , 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. 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 0.6 X Joist I o T`depth I �Ali I I I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"ll THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL �I ilr 1 • ' SLEEVE THRU STEMS SEE PLAN FOR--'•. • • • FOUNDATION INFO ' a a' • STEM FOUNDATION GRADE REINF. SEE PLAN 14 a ; A n ° 0h��I ILI, Z__A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENET%fIQ�J�3 SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF JOA SECOND H10A SIMPSON (WHEN w/ (18)10d �REQUIRED) NAILS UPLIFT=1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 4 • •� a e. 4 ° 12" BELOW GRADE virtual Review Assist. Intl."" Plaits Revisew completed and approved It r (�)spapliaafce with the 2a,n ,qr 7th Edition by Odra Aaaa Kl"r e'Xc3ab PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND, PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE 4 LL_ e � e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d \° ° a �I �l1 T7 ° a e PVC OR SCH40 SLEEVE PLUMBING LINE eO e i ea L 4 e ° SEE FND. PLN. SIZE & REINF. :; �:itft►r/�rf�,i ti •'•�� v 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n 4 g8 N (0 0 6 S N J J LL LL W Zgrn 9 w a o �_ 19 ' W W ,a'ON`° 9 W�' m LMLZ N NZd� N -� V w Z W pp z C4;; (n — C V � O w g tN L U s U C � Q N � 0 so o __J J m w 0 g oLL Za E H w oa j 0 z4E CL �� o nQ � H ��°0 a wg ¢, w �k z � J �� aw ir W m& �� �z N Z A 2 0 >Lo 0 m i CoCD :3 N ^ 5 Cr 0 U) I- to L O -2 n (� N •� O 11.0 r Q M N CD E z N M N r o c E E L .o ?? c c d U J 'ap JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. S N 1