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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" 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 w/ (22)10d w _ = —_. NAILS TYP. ¢ GIRDER TRUSS STD. 90° CONT. #5 BAR > HOOK - ( ��F BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8" 0 THRU BOLT v BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/ (22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO f " CONT, BASE PLATE BEARING COLUMN -. TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS PLYWOOD FLOOR SEE PLAN FORREQ'D �. —SHEATHING PER PLAN BUILT—UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION '` ` �, TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI ., UPLIFT VALUE i- x MASONRY WALL OR '• IS BASED ON 1. t y INTERIOR BRIG. WALL ' S.P.F. "'�/ TJt PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF STUDS � above to bearing below. SECOND H10A (WHEN SECTION @ INT. BRG. WALL SIMPSON H10A ° DOUBLE JOIST CONSTRUCTION I w/ (18)10d x 1 1/2" REQUIRED) ST.. ` � ` � - (Not required if both loaded equally from above) N. { NAILS Filler blocking i 1/8" min. )Small gap ?� min. UPLIFT =1015# + 2" max. 4 max. TYPICAL SIMPSON LUS/HUS/HUC Web Stiffener Fastener Schedule 1/8" gap � TYPICAL SIMPSON H10A r � Joist ,Bearing Location _ __ S_ _Series Depth End Intermediate- INSTALLATION ® 9-1/2" 2-8d 2-8d INSTALLATION i BCI 5000s 11-7/8" 2-8d 3-8d 14" 2 8d Clinch nails - d when ®9 1/2"� 2 8d . ._..-2-8d BCI6000s 11-7/8 2-8d 3-8d possible 4" MIN. EMBEDMENT BCI 6500s® 14" 2 8d _ 5-8d_- SEE SCHEDULE FOR 16" 2-8d . 6-8d o 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3.8d SIZE AND QUANTITY web -flange connection. _ _--- - BCI 60s0 14" 2 8d 5-8d o .' OF FASTENERS 2) Block solid between joists for full length of span. Tight fit 16" 2 8d 6-8d o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. BCI 90se 1114" 5-16d 5-16d oo ° 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16 6-16d 6-16d 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 -Hangers with side nailing. CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - 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 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 _ 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 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 1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. 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 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 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 �7 Provide adequate bearing _� 61 -, I I-1 I a: o I I—III—Jl(-1 11-1 I I for each lapped joist. Use 10dx3 nails at 6' o.c. for all joist •, r — *Tr TiT ° . ° — CORNER OF P I blocking panel *Non -stacking walls -' I LTTj� • .I�TTT HOME H C G 10d nails require additional consideration. — — — — — GARAGE SIDE o 0 o Squash block SECTION INT. BRG. WALL MITI=I i f=I I ►=ITI I i I -I i I FINI GRADEI—- u, (2x4 minimum) @ -�= ] I I=1 I M — — — 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S.III—III III —III 1T(=(11=I —I T1�=1' STUB -OUT FOR viro 1'-0" o o L, Glulam Beam GAS METER _ 0 o s SEE FND. PLN. iv x NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) — — KNOCKOUTS) ALLOWED Nail with 10-10d nails. — — _ SIZE & REINF. IN BEARING ZONES D DIMENSION OF LARGEST HOLE F .. Install tight to top flange. • ' '. :.T (KNOCKOUT EXEMPTS) T SLEEVE THRU STEM I I= 12 BELOW (see table below) D PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR 10 (see table below) SEE PLAN FOR •. GRADE • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER Do NOT cut, notch Joist hanger' ... 4 • FOUNDATION INFO a' or drill flan es ` • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER g "j STEM FOUNDATION GAS CONNECTION DETAIL PVC OR SCH40 SLEEVE :,.,. TOP (2) #5's x 4'-0" ** **� ''t A 1Y" ROUND HOLE MAY DO NOT CUT HOLES GRADE REINF. SEE PLAN CENTERED @ PIPE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY r.== 6" 6" 6" J Filler block. BE CUT ANYWHERE IN �;�. PLUMBING LINE = CANTILEVER LARGER THAN 1y" �.�: �• Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN ` ` 10-10d nails. ° ' LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top ° q a a ° 0 a , FROM OTHER HOLES mount hanger load exceeds 250 lbs. a I MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Install tight to top flange. w 1—I1 11�-, 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'-Y (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'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS FTOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). * SOUTHERN YELLOW PINE, 55 PSF LOADING "'p1`ry',.� �I�4dry m a,n ' .. � ! L 4"W /L' I, 'n%at`�e' ,4}a ry y 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 1Y" 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 - - 1 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 �- requirements 0.6 X Joist depth I —JOISTS BUCKETS N.T.S. LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. ° w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE ° °o. _ v d :II ll IJI _ d c Lll l Jr'II II,T— a a SEE FND. PLN. SIZE & REINF. eV7 N O N IO N Q dLU C W C IC CJ N — m N cc O a In n CV L N d O M Q—C-4Y 3 � N 0 -cc 3 Io cc 2,owl � d�o � C= N d >+ E o a u 0 13 > Y i el N 5 �L,0 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 drewfng pages bearing Engineer's signature and seal. CS IA In NO a LL W U. ui o- a Z C cdN0 W 0 W_ 04 M �, 2 d I— N 0U =LL U 9) W pp M � V z z � � a a) CD u � fC3 a W �` 0 0 6 M K z Z U_ O �_ t a p E o° a a® a ru co SOx Z @ t ra p QQ K W m5 Z W m WN 1,; 0 LL �Q o Cn '0 oO = co m L CID LO M :) N CL 8 LO Cr m ,, N H 1` Ln O L (� 00 0 (3) LO N M r- o z Io M sv IM a ci 0 JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. SN 1