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vlll■Illllil_.��lt,>< l .I �� 1, 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 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 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 ,Hood 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 02.0 2x _ lumber Double 2 x - lumber FILL CELLS STD. 90' HOOK r- BOND BEAM SIMPSON MGT _ w/ (22)1 Od w NAILS TYP. GIRDER TRUSS —_I STD. 90°FCONT. #5 BAR T. #5 HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST --1 BOND BEAM 5/8" 0 THRU BOLT 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN `rT"� r� .. TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D "-PLYWOOD FLOOR L-I;-== SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND I CONNECTION l r TJI TO BE CUT TO ALLOW J NOTE: - .;FOR BLOCKING/TJI „ UPLIFT VALUE IIIII `f IS BASED ON WALL OR tl -` INTERIOR BRG. WALL S.P.F. i TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR ` LOCATION OF Solid block all posts from STUDS above to bearing below. SECOND H10A SECTION @ I NT. BRG. WALL ::ter SIMPSON H10A (WHEN DOUBLE JOIST CONSTRUCTION w/ (18) 1 Od x 1 1/2" REQUIRED) (Not required if both loaded equally from above) N.T.S. = ` � =` NAILS Filler blocking 1/8" min. 2" min. UPLIFT = 1015# gap „ 1/8" gap +� ; 2 max. Small 4 max. steneranoSchedule TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearin Location '- L�—,- h V Series ®s/21, 2-8dg-� - INSTALLATION INSTALLATION �� Intermediate I BCI 5000s 11-7/8 2-8d 3-8d �- 14" 2-8d 5-8d Clinch nails ® 9-1/2" 2-8d 2-& when BCI 6000s 11-7/8" 2-8d 3-8d 4" MIN. EMBEDMENT possible f BCI6500s@ 14" 2-8d 5-8d 1 Support back of web Burin nailing to prevent damage to ✓ 16" 1 2-8d 6-8d SEE SCHEDULE FOR g g P g 11-7/8"' 2-8d 3-8d ° SIZE AND QUANTITY 2 Block solliid between joists for full len h of s an. Tight fit `- BCI 60s 16" 1 MCI 6-8d o ° OF FASTENERS web -flan a connection. 1 9t P \ 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 1 3-16d 3-16d 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5-16d 5-16d o ° 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max �� 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when with side indicated or 16 6-16d 6- 16 CROWN STAPLES 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". -Hangers with side nailing. @ @ Y - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her than 15001b 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 L_l� HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR1 1 b 0 a ;n GAS METER "t 8 CV = • 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'-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'-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. 15'41 (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* 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 Boise Joist Blocking ttse 3" 110d1 nails at 6" o.c. C: Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. KNOCKOUTS) 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 g 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 beam below Load bearing wall must stack over =J1 blocking and wall or beam below.* - - - Joist When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offsetrq Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 77 • , 6" A 1 2' ROUND HOLE MAY 6„ 6„ 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" 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. 1Y2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL - - -:1-- i . o0 FINISH GRADE TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a a Trr Elk Backer block (12" wide min.) r Nail with 10-10d nails. - - - - - TTT Install tight to top flange. :.4. SLEEVE THRU STEM - \ 12" BELOW • r SEE PLAN FOR •• a . :. . • • GRADE Joist hanger FOUNDATION INFO ' a' l; I STEM FOUNDATION ` r PVC OR SCH40 SLEEVE77 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. 1- Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap j 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height I requirements 7 rj 0.6 X Joist p . depth II/ I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rvt, t,nrlx w rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 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 PLUMBING LINE c a q a° a TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d G [Al d a a ,rl 15111 4 a SEE FND. PLN. SIZE & REINF. O o c- m 7G O � N NO �vNaC O N N .� Na�_c N Q� Q Q 5O 3 (ts N 3 V U N N w N.O W � � E c (� O O O U y=3 L ([S L- V > > a •° W A�''I ` r- •• k;1 S E• Z. 44 .. or� ....... rf , /j O,ESSIONP 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E pppp N 6 CO J _J Y .0u , 0 rnNp� LL a Q. -9riLL dS 13Z o 0 rMg 1° 4*i dc4 y0a k ZN Z�5OLoLL000vOi z 7 z Q _ 00 4 to z C1 OC!) 12 a LU LU 12 U � Q) O LU V) c V1 � U g UOf Q 2 tr M E a� O cc o 8 z � ro ro zZ� z dJ y� Q W 2o W Q& �- zip g� J �0 > ui 0' m N M Cr m (0 � O CO N N L0 Q M T E _ coM z Cd z E Q '� v d a U ¢ p JOB NO : 22-02353 SCALE: AS NOTED SHEET NO. SN 1 M X