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LLJ A CD C14 Lz CN 9 C14 0- 7J THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING FILL CELL---\ � STD. 900 HOOK r— BOND BEAM STD. 900 L CONT. #5 CONT. #5 HOOK BAR #5 CONT. I E_ FROM FOUNDATION TO HIGHEST 77 ___71 --------------- ��F____ __7 BOND BEAM SIMPS( w/ (22) � NAILS I 5/81 THRU BOLT R TRUSS 'OP PLATE BOND BEAM STEP 2 X B.U.0 SCALE: N.T.S. SIMPSON MGT w/ (22) 1 Od 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 META12 TSS SEE PLAN FOR REQ'D -UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND SHEATHING PER PLAN BUILT CONNECTION TJI TO BE CUT TO ALLOW NOTE: 4", FOR BLOCKINGfTJI UPLIFT VALUE IS BASED ON MASONRY WALL OR S.P.F. INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF STUDS above to bearing below. SECOND H10A SECTION @ INT. BRG. WALL SIMPSON H10A (WHEN DOUBLE JOIST CONSTRUCTION 110 1 - REQUIRED) N.T.S. wif (18) 1 Od x 1 1/2" (Not required if both loaded equally from above) 4' NAILS Filler blocking . "1 1/8" min. I Small gap 2" min. UPLIFT = 1015#1 "1 2" max. 4" max. 11� I Web Stiffener Fasuine-r-96-ed-ule---- 1/8" gap Joist Bearm'g ocati . on TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A V Series De t h End I Intermedia te INSTALLATION INSTALLATION 9-1/2" 2��d 2-8d BCI 5000s 2-8d i 3-8d Clinch nails 14" 2-8d 9-1/2" 2-8d 2-8d 8" 2-8d 3-8d when BCI 6000se 11 possible BCI 6500so-1, 2-8d 5-8d 4" MIN. EMBEDMENT V 16" 2-8d 6-Bd 0 SEE SCHEDULE FOR 1 Support back of web during nailing to prevent damage to 111-7/8" 3-8d SIZE AND QUANTITY web -flange connection. �z 13CI 60s8 14" 2-8d 5-8d OF FASTENERS Tight fit ---------- 6 0 _8 8d 2) Block solid between joists for full length of span. 16" 2-8d d 1-7/8" 3-16d 3-16d 1 d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 0 2x4/Plywood/OSB web stiffener 2" min. BCI 90so 14- 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails A 1. required when indicated or 16 6-16d 16GAxl-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 - Hangers with side nailing. CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing O.C. VERT INTO STUDS top flange of joist. WEB STIFFENER — (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hinher 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** 101-01, TANK -LESS W/H 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 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 1.811.7 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 - lumber Double 2 x - lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack %on -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check I _f local building k1/16" code for appropriate details in --One 10d box areas=20 of high r�t or--20 sinker lateral load. nail each side at bearing. Boise Joist Blocking i jqA.,A" i i nril nAiiq Pt R" n t, 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 blocking and wall or beam below.* Joist V When joists meet over wall, provide 113/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid *i vertical plumbing 3" max JOISTS OFFSET N.T.S. TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1? Provide adequate bearing 4' CORNER OF for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist Fu [=;;I I I A blocking panel *Non -stacking walls 411� HOME H C G Squash block 10d nails require additional consideration. 00 00 0 GARAGE SIDE (2x4 minimum) SECTION @ INT. BRG. WALL FINIW GRADE 5'..011 N.T.S. Bearing wall, Versa -Lam LVL or STUB -OUT FOR 11-004 Glulam Beam 0 U-) GAS METER 0 0 9 N N. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) SEE FND. PLN. KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. SIZE& REINF. IN BEARING ZONES D 12" BELOW (see table below) M (KNOCKOUT EXEMPTS) D nstall tight to top flange. SLEEVE THRU STE PIPE VERTICAL THRU FND. MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch _214- Joist h8n SEE PLAN FOR--' 1 1 4' ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges FOUNDATION INFO STEM FOUNDATION t NMI P GAS CONNECTION DETAIL VC OR SCH40 SLEEVE GRADE TOP (2) #5's x 4'-0" A %" ROUND REINF. S CENTERED @ PIPE T, Filler block. "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" HOLE MAY 6' DO NOT CUT HOLES EE PLAN PLUMBING LINE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2 Nail with PENETRATION THE WEB. PROVIDE AT A ROUND IN 10-10d nails. I LEAST 3" OF CLEARANCE 4 L CANTILEVERS. Backer block required where top FROM OTHER HOLES mount hanger load exceeds 250 lbs. A MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Install tight to top flange. 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. 1101-81' (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. 119-41 (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. 11 1-011 (2) 16d TOENAILS 2- X 10- @ 24" O.C. 1IT-O" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * =TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). So T HERN YELLOW PINE, 55 PSF LOADING 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 CUTTING CHART N.T.S. 1/4"-2" gap L Backer Block "Top Mount" "Face Mount" Backer block shall be tight 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 0 All 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. / A/C CHASE 4" PVC --- (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. ;2� A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION—\ Fl— PLUMBING LINE 19 4 * A 4. 44. 4 Aq :i:� .4 T_ A A SEE FND. PLN. SIZE & REINF. 0 0 0 co C14 a CO >< M U_ a- L5 C) 0 Q (1) C: J) 0 0 L Lli 0 LU U.1 ;Iz �4' FL 0 "OFE ,Y SSIOXAt�, To the best of the Engineer's knowledge, Information and bellerf, 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. 40 W Q In Co E r, 04 0 ih U) r- r- ;2 04 0 1 U.- CL M _J UJ C6 'L z 10319 0 00 .r_ M C's 0 1,- C�' < Z ILLIN 0 M Z X LI) 0 i 6 =3 8 z 0 V) (1) (D 4--J c/-,, LU 0 LLJ V) Cn U=J U CD LL_ E IT 8 E ro C'J t ra U3 0 Z� �z C3 10 C .0 CD E . >0 Cf) 0 It (D 0 L_ ul co 't CN :3 T-- U) Cal 4-0 +-a 0 04 C:) 04 0) 0 CD Q Ln 01 E LO CY) z E E a a. 0 0 1 0 _J JOB NO: 22-02371 SCALE : AS NOTED SHEET NO. SN 1