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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 IJ HOME H C G GARAGE SIDE 0 0 0 5'-0" o LO STUB -OUT FOR a o ' GAS METER 0 o � U O o 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'-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. 81-6" (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 * 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 3/4" or 7/el 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 ,mod 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d w _ NAILS TYP. GIRDER TRUSS a ir STD. 90° CONT. #5 CONT. #5>_- BAR 2X TOP PLATE ----r BAR � I HOOK r 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �CONT. BASE PLATE BEARING COLUMN ` I �I I � I SEE PLAN FOR REQ'D ��—PLYWOOD FLOOR ,I COLUMN AND SHEATHING PER PLAN CONNECTION l Y TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI y f MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. i 4" max. Job Stiffener DepthEnd Fastener Sn Intermediate JI n Jouie ist SeriesBearing Location a,, 9-1/2" 2-8d 2-8d { BC15000s 11-7/8", 2-8d_ _ 3-8d 14" 1 2 8d ! 54d Clinch nails ' 9-1/2" ; 2-8d 2-8d when ® - BCI 6000s 11-7/8" � 2-8d3-8d possible BCI 6500s® 14" j 2-8d_ ; 5-8d y 16" 1 2-8d : 6-8d 11-7/8" 2-8d I 3-8d - - BCI60s® 14" —2 _-8 d _ 5-8d__ Tight fit ---- 16" 2-8d 678d 11-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 4" max. 14" 5 16d 5-16-d___ required when indicated or _ i 16 i 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER- - flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. 0 SIMPSC w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION UIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. / - LOCATION OF SECOND H10A SIMPSON H10A •' (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3"(10d)nails at6"o.c. Required on interior walls:- for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. Load bearing meet over wall, or wall stacks directly over wall or Load bearing wall must stack 'i,I * over squash=20 blocks and beam below Load bearing wall must stack over _ Non -stacking walls ' �� ^ wall or beam below." F blocking and wall or beam below.* require additional o Joist consideration. Check local buildin When joists meet over wall, provide 9 �, I -Joist can be offset code forappropriate 1/16' 1 3/4' minimum bearing for each. PLUMBING LINE J details in One 10d box up to 3" to avoid \y ! ` vertical plumbing TOP (2) #5's x 4' _0" areas-20 of high or=20 sinker , lateral load. nail each side i�y 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE PVC - at bearing. PENETRATION A/C CHASE 4" PVC r JOISTS OFFSET SLEEVE THRU STEM -- N.T.S. WALL ° ° a d a Provide adequate bearing - -- — I I -I d : o M Ifor each lapped joist. Use 10dx3" nails at 6"o.c. for all joist _•k.•_—I� 4 r** rr 4. TTr rrr blocking panel Non -stacking walls rT'(�TTf • jfr Squash block 10d nails SECTION @INT. BRG. WALL require additional consideration. — _ — _ J11 M (2x4 minimum) _ I III I _ FINI GRADE nil: 11�� N.T.S. — ��III:11FT — Bearing wall, Versa -Lam LVL or '�j�j�j�j'T'� fT�1=�— Glulam Beam 011"'iTL�TILTT( 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 rl 6 r A %" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 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. Backer block (12" wide min.) Nail with 10-10d nails. ..n stall tight to top flange. Joist hanger` \ 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 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 o f�' depth L I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM) SEE PLAN FOR •. • . • '. FOUNDATION INFO ` a. • a STEM FOUNDATION GRADE 14 Zia, a a r�i III v REINF. SEE PLAN wtv, I.nHJt 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. r%lMr- \ /r-r%-rl 1 A 1 TI Ir%1 1 r-A lr'% TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION a A .. PVC OR SCH40 SLEEVE / r PLUMBING LINE d 4 a c'4: c to z — 4 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 a' I.Al d 4V. 4 dO L d a ° e 4 o e d SEE FND. PLN. SIZE & REINF. h1 a w N y O f0 Q �n' X CL c L d c d o t R' T c E � c 0. y 0 1N,111111111111 ^ WN fi tA -1 PY J)• LJ � ,• '. 7 4. I~ �f�FESSION j !!Ju A'0 �� 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 seat. W v Sr� G Q 04a- a J Z LL LL LL lu 0. W r� mNco O a �aCo N Z a 1= Z OU y 0 W DO 0 z C-40 -J U) to CD GA U cn air Q A ,, w E 8 to = U � � a e, 0c S O Mz W E o 2 ] iy S > N <Zs z• E U z 06 oa j p 05 Z � dU W g K W � N i � C °d Yo U � e Z& Z b g�U 0 o W ; 38 �w �L S� O 0 L6 O co 0 Ln co 0 a. Cr U) 4-1 O Id") Ln 04 Ln T Q N n T ui Lin t` z Z c E O E `° c tl U _J Q _� JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. SN 1