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3= Of LU Cn Q 0 j?_ CN C:) P 9 Cn E 0 co 17 15 C, E! LZ C14 co _�g cm 15 CN C14 C) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING I I I I 1 . ..... I I ...... � ....... ...... .. ...... I ... I , ........... ....... ........... JI , % -4 ........... ....... .. .............. .............. I ., 1 16GAxl-1\2" LONG (3/4"-1" CROWN) ........ MAX ...... .... ... .f '.1.1 '_I ......... 16GAxl-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN -' STUDS (NOTED THUS:-) - OFFSET ROWN) STAPLES@ 6" STAPLES BETWEEN STUDS AS SHOWN A, O.C. VERT INTO STUDS I (NOTED THUS:-) v 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** 10f TANK -LESS W/H CORNER OF HOME—/ H C G GARAGE SIDE 000 Cn 5-0" < C:) STUB -OUT FOR GAS METER 0 op -1 0 9 0 &4 M - - - - - - - - - - - - - - - -1 - - - - - - - - - - - 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 71-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (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. 111-01, (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 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 1.8/1.7 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 CONS (Not required if both loa Filler 1/8" gap FILL CELL-� STD. 90- HOOK F BOND BEAM U) U-1 CONT. #5 STD. 90' BAR CONT. #5 HOOK F__1 F_ BAR TF_ #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 PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid bil ck all posts from STUDS above to bearing below. SECTION" INT. BRG. WALL N.T.S. 1/8" min. JSmallgap 2"min. 2" max. 1 " max. V Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. T ight fit 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 1 Od nails 2x4/Plywood/OSB we 4" max. b stiffener 2" min. required when indicated or 16 1 6-16 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 J/8" GAP@ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N3.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 0 require additional wall or beam below.* consideration. Check k _f local building code for appropriate details in One 1 Od box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Q� Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N,T.S. , MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 2e or drill flanges \,(se, 3tch Web Stiffener Fastener Schedule Joist Bearing Location Series [Dejit-h End Intermediate BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 14" 2-8d 2-8d 3-8d 5-8d BCI 6000s @ BC16500so 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2- 16" 2-8d 6-8d BCl 60so BCI 90se 11 -7/8" 2-8d 3-8d r 1 2-8d 5-8d 16" 111-7/8" 2-8d 3-16d 6-8d 3-16d 14" 1 5-16d ' 1 d_ 6-16d . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer _tp;� Plumbing when load bearing - for lateral support when joists I meet over wall, or wall stacks directly over wall or blocking and wall or beam below.* beam below Load bearing wall must stack over Joist When joists meet over wall, provide I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET loc' he 1314 Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. le 6P>,, L, 2' A AlY'ROUN 6 6"' LARGER THAN 1)/2" D HOLE MAY -DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT e-ROUND IN FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" LEAST 3" OF CLEARANCE CANTILEVERS. 8 24" 2-9' 1 32. 3-7. le. joist 12 I-U' 1�4' 1'-27' V-2" 1�-3' 1�-9' 2-4 2-11 3-7- 4�2' 4-g- S-4. 16 '-a" T-l" I'-Z' 1�-2" V-7 2-5" 1-2' 3�4 4-9' �:T' 6-4" 7-2' 20 '4Y' 111-21 1,-z, 2--a, 3'�--O" 4-171 AT' t&-44' 7�-11' 8�_1111 24 1'-0" -2. � T' 4-9 9-10"1 7-2' 9-6' 10'-17 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS 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. N.T.S. Joist hanger SIMPSC w/ (22) NAILS T 5/8,10 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC_ SLEEVE THRU STEM WALL L AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS 00 FINISH GRADE Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR A I Install tight to to, flange 4' FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. mount hanger load exceeds 250 lbs. Install tight to top flange. Backer block required where top 1/4"-2" gap ..................... r Blockl_____L::�� Backe "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 stiffeners are not required when top flange is laterally supported by joist hanger, oesn't meet / d . Web stiffner as /required if hanger height 0 requirements 0 6 X Joist depth — U I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN dT=' 417rF ill, I #5 REBAR (2 A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 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) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 0151 10A x 1 1 /2' TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� 4 7 �TT PLUMBING LINE PVC OR SCH40 SLEEVE 4 < SEE FND. PLN I SIZE & REIN 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION-\ PVC OR SCH40 SLEEVE PLUMBING LINE Ir- ..4 < CID SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. 011 TOP (2) #5's x 4'- PVC OR SCH40 SLEEVE PENETRATION PLUMBING LINE CENTERED @ PIPE Fl- 4 . z I JEE I JEEI 1 4 4 SEE FND. PLN. SIZE & REINF. C%J 00 C%1 > C3 C3 OL Ez C= W C17 C"I U_ >< U) C= Z! -5: E C3� C) ft 7�,O V , LU 4b 0 J 00 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 Engineers signature and seal. LU E 0 0 0. 0 .2 00 "? :0 IN CD CCU: LL Lu u__ z _J UJ a_ = -a co C - W == Co C5 -L' C� 0 Co - 0 W z IL 0 2 M ;3; E co M z -U 0 < 0 z 0 W 00 — milliffillim V, 4-J LU 0 -(D-* U) LO U) M E U) 12 IIIIIIII co z z __J U_ c6 E CL 0 CU I-_ C1 2� 00 ., 0. E :(D < 0< CD CN �O M C", C < � < o� 0 0� z cn 3: .2 <0 C-) .0 mi CD 0o C 0 . C) > ca M M (N L0 cle) co N (D C'4 N p Lf') T_ r__ N 6 . > . CV) 0 E W z E T_ E co 0 0 L) _J �0 1� _J JOB NO 22-09404 SCALE AS NOTED SHEET NO. SN 1