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rn 3 M LO v v- O 0 C. J N rn 0 I Q M LO L0 v V) O 0 0 0 J N Cl I v cn� 0 c X Q C) v d F-- E O L 0 C J N tA- U E 0 c.>I i a O O ry ti N 0 0 00 °3 0 5 a CD 0 co 45 Q m v 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 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 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking ° r / 1/8" gap ° FILL CELL STD. 90' HOOK BOND BEAM rl ' 'I SIMPSON MGT 'I w/(22)10d w NAILS TYP. GIRDER TRUSS > STD90° CONT. #5 B�R . HOOK �� BAR 2X TOP PLATE #5 CONT. FROM 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 SEE PLAN FOR REQAL PLYWOOD FLOOR PER PLAN COLUMN ANDSHEATHING CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ } Small gap „ 4 max. Clinch nai when possible T —� Is 1 Support back of web during nailing to prevent damage to 7\ web -flange connection, 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b. 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 wall or beam below.* consideration. Check local building 11/16" code for appropriate Zor=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Boise Joist Blocking BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer 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.* Web Stiffener Fastener Schedule Joist Bearing Location Series De th End Intermediate BCI5000S 9-1/2" 2-8d 1 2-86 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d BCI 6000s® BCI6500s® 11-7/8" 2-8d 2-8d 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16"' 6-16d 6-16d 5/8" () THRU BOLT I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12/ Plumbing META12 TSS INSTALLATION 111L il Joist When joists meet over wall, provide 1 314" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® — LOCATION OF ' SECOND H10A SIMPSON 1110A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE t��W -- - — -a for each la ed 'oist.Use 10dx3" nails at 6"o.c. for all joist ' °"° CORNER OFPP fblocking panel *Non -stacking walls �I=.IHOME H C G d nails require additional consideration. °O GARAGE SIDE 00 o Squash block SECTION INT. BRG. WALL IIIIIIIII=III=1TI 1�=III FINI GRADE(2x4 minimum) @ I I —I I-1II—III—I 11= I I -III— a _ _ _ _ _ _5'-0" Bearing wall, Versa Lam L7VL orN.T.S. —I I1=III=III—III--III III —III III —I I I —I I —I I I —I I I —_I STUB -OUT FOR 0 1'-0" o o Glulam Beam ® III=III—I I —III— I I —I I I— III —I I —III III=III—I GAS METER _ — lei I=1 f l III —III —I I —III=T— ° NO HOLES (EXCEPT - — — — -III=III= SEE FND. PLN. KNOCKOUTS ALLOWED MINIMUM SPACING - 2x GREATEST Backer block (12" wide min.) SIZE & REINF. Nail with 10 10d nails. — — — — IN BEARING ZONES p DIMENSION OF LARGEST HOLE Install tight to top flange. a �I (see table below) (KNOCKOUT EXEMPTS) D i SLEEVE THRU STEM ° II=1 -12" BELOW 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 Joist hanger SEE PLAN FOR 4• a .. . ° (ALWAYS) FOUNDATION INFO ° a • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges STEM FOUNDATION co ❑ co TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL 1 GRADE REINF. SEE PLAN CENTERED @PIPE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** 6" A 1/" ROUND HOLE MAY 6" 6,r DO NOT CUT HOLES Filler block. PLUMBING LINE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN 10-10d nails. A LEAST 3 OF CLEARANCE CANTILEVERS. Backer block required where top °n O . a a a.a FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' Install tight to top flange. 1=I1 I IIIII I IIIII' 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. 1 T-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. 13'4" (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 8 Cl'" '-4 ' I'- 't' 0 1,-3" V-3' I V-ate7' 1'-11.. 4' -9' 3, Z' 3, T" Any 10 joist .. _.. _ 12 T-0" 1'-1" 1, . i' Z' 1'-3" 1'-9" 2-4" '-11" 3,-T' "2' 4 . 6-4' 16 1'-0" 1'_1," 1'-2Z' 12," T Z7' Z-6' 3' 2' 3-10" 44- ' 6-7 " 6-4" 7 21 20 1-t)'" 1'-1'" 1' 2 1 2" -9' 3-9' 4 �0" 4'-10 " 9-11" '-11'" 7 11'" 8 _.._-- - 24 1'-01" 1'-1'" 1' 2" 1'-3'" 2' 6" 3'-T' 4'-9'" 15-An�" 7'-0'" 8 10' . 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. 1 z" 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. /11/4"-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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height —ti requirements 0.6 X Joist II " 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. z ,a a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A46 SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE a°' N e� CV Q Cd "O i 5- C7 p�m _ Cz C= n � C y �w - 9 C f _ - O.7 .c.£ V E a U •'is. CN ro 'YP u W 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 drawing pages bearing Engineer's signature and seal. NJ W Amh a 0 E O (7 B ci W — G O Cv o N Om0 a m� 6# L7 C J LL W 55 ELJ Z W a, W o 2 � o M O W � °' ° m 6 yIL M Z < Z O N O U U UD W ❑ ❑ CD z N M o g z N CD z o � � Wv) J M z a `o —J LL 11 T r/ Vi W O W o LIM U LU — 8 U o U) i-4 ° ®I o m w M M L 0 � z < C:)-E E 8❑a oo wi z < z® < W0 I— C6 O X Q a¢ U 0. °¢ o o <' 0 az �z f- C: CO C ¢ o �y . 0 O� z J �m >z zz ¢° 8Q Z 50 �w WLL U jE ~ d Z w¢ ~ �0 o � O z< a0 H U� •N T = J LID LO O rn cu co o co o J r y r m U) m co N LO c o �1 N 04 O U-) M L0 r cD op E c r*- C7 6 z co z _ E O `° a E U Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. SIN 1