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LO LO ID U') 12 JT 39 CN 7 F1 L0 Ln Cn :9 E 0 -9 0 CL =0 -9 -9 C14 114 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH ....... .......... ....... . ... ......... .. ........... . . .... % .............. . . .......... .... . .... . ...... 16GAxl-1\2" LONG (3/4%1" CROWN) WALL SHEATHING MA . ...... 16GAxl-112" LONG (3/4 -1 STAPLES @ 6" O.C, VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET CR WN) STAPLES@ 6" 1A I I O,C. STAPLES BETWEEN STUDS AS SHOWN VERT INTO STUDS (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** 1 Of -Oil TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 51-01t < '01 0 C:) -OUT FOR STUB -011 0 Lr> GAS METER 0 _I A *1 -' 0 C) 0 MEASUREMENTS ARE FROM FINISHED FLOOR 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. T,5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-1 (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 11 O.C. 2" X 10" @ 24 I 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O,C. 15141 (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(5Joist Backer Block T hickness Filler Block Thickness Series I 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" 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 1.811.7 wood panels 2 x + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM U) LU STD, 90* CONT. #5 CONT. #5 > HOOK BAR T BAR #5 CONT, F ROM FOUNDATION TO HIGHEST F_ ---------- I 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 Ablockall 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 S Solid block all posts from olid posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S, 1/8" min. 21' min. 2" Small gap " .. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Ti ght fit 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. 2x4/Plywood/OSB we 2" min b stiffener - 4) Place joists together and nail from each side with 2 rows of 1 Od nails Hangers with side nailing. required when indicated or 4" max. 1 6-1 6 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite sides by 6". OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor coh innn w/ 1nPr1_,. N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack *Non-stackmg walls over squash=20 blocks and 0 require additional wall or beam below.* consideration. Check k local building code for appropriate details in ---One 10d box areas=20 of high or=21 sinker lateral load, nail each side at bearing, Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or 0 Glularn Beam Boise Joist Blocking I I.qp T' 11 Oril nnil� qt A" n r higher than 15001b, BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif 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.* 'oc' Provide adequate beading Use 1 Odx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails require additional consideration. SECTION"" INT. BRIG. WALL V-) N.T.S. MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (se, (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch I or drill flanges 111 A IY2" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 61' 61 CANTILEVER LARGER THAN ROUNDIN THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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. 1Y" 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 2 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. Web Stiffener Fastener Schedule Joist Bearinq ocation Series Depth End Intermediate BC15000s@ 9-1121, 2-8d 2-8d 11-7/8" 2-8d --3-8d 14" —2-- 8d ____5-_8d BCI 6000s 6 BCI6500s8 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6 -8d BCI 90st� 11-7/8" 3-16d 3-16d 14" 10 5 16d 5 -16d d 6-16d SIMPSC w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE J.0 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 Joist When joists meet over wall, provide he I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -111 111 Nail with 10- 1 Od na !is. ��lnstall tight to top flange. 'A SLEEVE THRU STEM SEE PLAN FOR , �% I FOUNDATION INFO 4 STEM FOUNDATION rE M - R 10F 0 �11 Filler block. Nail with 10-1 Od nails. Backer block required wheii mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap—�_ Backer Block "rop 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 114%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 ;? 7 7 t -0 6 X Joist depth D 0 . ........ I -JOISTS BUCKETS N.T.S. GRADE E PLAN REINF SE AM I 1=1 I 1=1 4 #5 REBAR AJC CHASE 4" PVC (2) SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 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# 10A X1 J/ 10151 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-O"—\ CENTERED @ PIPE PENETRATION IPVC OR SCH40 SLEEVE r— PLUMBING LINE .4 4 I z CD A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PV H LEE PLUMBING LINE 4 SEE FND. PLN. SIZE & REINF. C= cl-A 'J z: M C= d, CJ p CL ccul wv % C14 ir. CN 6! FLO 0,111 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. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V E o m 0 8 0 0 N C) ca LL LL CUL 0 Z 0 LLU 0 C: W .5.ffi Cj 0 2 Y, ow W z LL co . M 0 co z < z HIM= W 0 00 Cl < C� U1 (D u- 4--J M -M U 0 UP) co E 0 U) 03 < 0 z Cl) U_ c6 E 0 < 14 E 8 @ ca C1 E 0 0 1< � 00 DO 0 0 1z .. W U.) C < < 1'. zw ?M _ (1) W . A �E *2 0 Cn 0 3.. C) W 0. z �O CL z W zw CD CD 0 mi a _117 LO LO T I. -I F— C) co C:) CV) Cr co 1100 L0 U) < 0 (n (N 4— M 1 C\I cc C:) -0 .0 ILL N Ir- a Lo C) LID CNI Ir— 4) E 2� C) CD CY) . . 6 z W z E E 0 JOB NO: 22-12364 SCALE AS NOTED SHEET NO. SIN 1