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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 FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT I:i;; w/ (22)10d w NAILS TYP. GIRDER TRUSS STD. 90° -- - CONT. #5 CONT. #5 HOOK _ BAR 2X TOP PLATE BAR � THRU •••• #5 CONT. BOLT BOLT FROM CFOUNDATION TO HIGHEST BOND BEAM 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)1Old 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO {< :. CONT. BASE PLATE SIMPSON META12 / META12 TSS BEARING COLUMN '.,.: I.I: TYPICAL SIMPSON MGT TO SEE PLAN FOR REQ'D ,-PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND -- CONNECTION TJI TO BE CUT TO ALLOW NOTE: -- - - I:: FOR BLOCKING/TJI UPLIFT VALUE IS BASED ON j - MASONRY WALL OR , INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID - BLOCKING TO MATCH # OF 2nd FLOOR \ LOCATION OF Solid block all posts from � above to bearing below. STUDS 0 SECOND H10A DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL ,� �. SIMPSON H10A •• (WHEN ) (Not required if both loaded equally from above) + N.T.S. NAILS )10d x 1 1/2 REQUIRED Filler blocking 1/8" min. )Small gap 2" min. UPLIFT =1015# + i 2" max. 4" max. 1/8" gap I Web Stiffener Fastener_ Schedule TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A + , I, Joist Bearing Location + ,z V y_ Series I Depth 1 End �_ Intermediate 1 s-14'? 24d, - _ 2-8d INSTALLATION INSTALLATION j BCI 5000s®' 11-7/8" � 2-8d � 3-8d 1 14" 2-8d j _5-8d Clinch nails 1 9-1/2" 2-8d ! 2-8d when \ BCI 6000s® 11-7/8" 2-8d i 3--8d__ LSEE " MIN. EMBEDMENT possible BCI6500s®i 14" 2-8d 5-8d \ _ 1s" 2-sd 6-ad SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 11-7/8'' 2-8d 3-8d ZE AND QUANTITY web -flange connection. BCI 60s® 142-8d 5-8d OF FASTENERS 2) Block solid between joists for full length of span. Tight fit 16" 1 2-8d 6-8d3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/ " i 3-16d 3-16d2x4/Plywood/OSB web stiffener 2" min. ' BCI 90s® 14" ; 5-16d 5-16d__ l ° 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 indicated or 16" ! 6-1606-16d 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. - Under 2nd floor column w/ loads N.T.S. higher 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 HOME H C G GARAGE SIDE O 0 0 5'-0" In�o STUB -OUT FOR 1'-0" 0 9 r GAS METER 0 o � U k:) ~O • 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. 7'-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. 11'41 (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" orp nel wood panels Two 3/4" wood panels 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 _ lumber Double 2 x — lumber SQUASH BLOCKS AT INTERIOR BLOCKING transfer =1 PANEL, fmNTERgORingwall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 pif max along load bearing wall. j i Load bearing walls when load bearing - for lateral support when joists j 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 blocking and wall or beam below. wall or beam below.* Joist require additional \ - consideration. Check When joists meet over wall, provide i; local building � I -Joist can be offset 1/16" �> '� 1 3/4" minimum bearing for each. code for appropriate, .: up to 3" to avoid PLUMBING LINE details in One 10d box vertical plumbing areas=20 of high or--20 sinker [ = TOP (2) #5's x 4'-0" Lz lateral load. nail each side T y 3" max CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION at bearing . = A/C CHASE 4" PVC `- JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL a a a a e ° •v Provide adequate bearing ° 4 Use 10dx3" nails at 6"o.c. for all joist - _ — ° a • ae for each lapped joist. '• ' ' I �' ' . I L„I �Tf blocking panel *Non -stacking walls —J Squash block 10d nails require additional consideration. — — — — — — — °O �-rl jj_ • rjTLT'-� (2x4 minimum) SECTION @ INT. BRG. WALL T�I=�i �i lT=T I — FINI GRADE — Bearing wall, Versa -Lam LVL or N.T.S. TrTfT�TT�i�71T�fTTi T7TT� T� TTT TTT 7 f iTfTT Glulam Beam ® _ I I' I I I I I Ii i itI I I I I I i I I r 11 f' I ITTT' I I I I ItTfi iTTtl I' NO HOLES (EXCEPT 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 �77-7.11 6" A 1Y" ROUND HOLE MAY 01 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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" w rw� 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. Backer block (12" wide min.) �1 I ICI I LI�I I II I— .. - Nail with 10-10d nails. _ tight to top flange. • ' SLEEVE THRU STEM SEE PLAN FOR . • .. Joist hanger ` `.' 'li n.._�1 l FOUNDATION INFO ` d` • a STEM FOUNDATION �.< 1 •,�,i. it � � � ��'.. .. - \ 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 I Backer Block r "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 requirements 0.6 X Joist JI! depth I -JOISTS BUCKETS N.T.S. GRADE F. r- REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE co ° 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 ee L a a d I 'a° a a a a SEE FND, PLN. SIZE & REINF. �a �u 0 aura ca 7 W CD C C, C I.L a N a N .fl N -_ N O � �I_s� ai u = Q s •3 0 M 2D ao[•1O T y as MC, /° O G. C. `4�`t(��•`Yy9tEtt16f !,"fie ,} o 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) Q $ � 00 v Lo C', do 0) all (n r- r v �2c, o a a rNi C _J 2 a S `9 rL 5 z X =C & G fe °a WL 'o�N� rn rnZ m W p J p w Go LO M C14Z (n Z N OU ❑us ❑❑ W Z N co z � z N N M -1 .0 LL LL, N un Ly N R3 �- lL M W � ` ( o N M ti w z L Q zo , O l 7 Uu k z 2® o a j0 z>_ N �a �� W az � I— _� C wo Q0M� o0 z:g! >Z � g� �8 :�n w W o m �_ tt U k ~ ¢ <a �o d' 2 pd Vi O a� O rn L° m 0 N c0 LO r-- T L ^ Cr Cal r- U) CN 4-1 O a) 01 O M O IS) ui N cM M L o z Z E T_ N c a ci0 a o ° JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. SN 1