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Cn 0 LO C14 C14 C-14 Cn LO C14 C'4 00 co :l:_1 0 C14 C14 CD E 1�7- 00 0 E C, Q> r 7 E2 0 -IJ 2 0- C 1 0 T 7 C14 C-4 0 CN CN CD Cn 101-011 TANK -LESS W/H CORNER OF I 1 1%. HOME H C G GARAGE SIDE 000 01 F-011 10 STUB -OUT FOR =0 0 1% 1 -1 U-) - 0 GAS METER 9 0 — — — — — — — — — — — — — — — — — --- — — — — — — — — — -- - — — — — — — — — — — 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 MMMUM 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" 0. C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'41 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-11 " (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. ill-011 (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 0 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) Filler blocking 1/8" gap N't F7'TgFILL CELL STD. 900 HOOK F BOND BEAM ii I 7tt W cr STD. 90o CONT. #5 CONT. #5 HOOK LIAK BAR ---, I #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 REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI 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 rom STUDS above to bearing below. SECTION INT. BRG. WALL (U-) N.T.S. 1/8" min. 2" . n. Small gap , ml 4 max. 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. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" 1 min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails A" - 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. hinher than 15001b Web Stiffener Fastener Schedule Joist Bearinq Location Series I Depth � End Intermediate BCI 5000s(5 -1'2" 2-8d 2-8d 191-7/8" 2-8d 3-8d 14" 2-8d 5-8d @) BCI 6000s BCI 6500s@14-�'-- 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 2-8d I 5-8d 16" 2-8d I 6-8d BCI 60,@ 11 -7/8" 2-8d 1 3-8d 1� 2-8d I 5-8d 16" 2-8d 6-8d BCI 90s@ 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer --,,,�Plumbing Vertical load transfer 1900 pff max along load bearing wall. i Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack over squash=20 blocks and beam below Load bearing wall must stack over *Non -stacking walls Fwal rbeambelow.* blocking and wall or beam below.* require additional Joist consideration. Check When joists meet over wall, provide local building 13/4" minimum bearing for each. I -Joist can be o?ffset ,,o code for appropriate up to 3" to a) ),d details in One 10d box vertical plumbi ng areas=20 of high or=20 sinker -�-4 lateral load. nail each side 3" max at bearing. �'oc Whe 13/4 �,�n e c _ �r _ �flfset JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 1 0dx3" nails at 6"o.c. for all 4joist blocking panel *Non -stacking wells Squash block 10d nails require additional consideration.. (2x4 minimum) SECTION INT. BRG. WALL Bearing wall, Versa -Lam LVIL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) KNOCKOUTS) ALLOWED -"""N IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. (KNOCKOUT EXEMPTS) Install tight to top flange. (see table below) D (see table below) DO NOT cut, notch Joist hanger I or drill flanges _4 law I A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES 6r 6" 6' BE CUT ANYWHERE IN 6" ITCANTILEVER ILARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" 11-91 1 T-111 I,-zl 1�-Z- 1 1�-x v-7- 1A11 Z-4. 2-g. 1 3-2. 3-7. 1 Any 16'joisit 12 I'-U' V-11" T-Z I I-Z' 1!-3' T-9' 2-4' 2-11 " 3-7 4-2' 4-9' 9-4' 16 11-91 1A,- v�2, 1!-2,, v-r zu, 3�-z- 3-iv- 4-g, s-7, 6-4, -r-z, 20 T-C' V4. T-0 V-Z' 2-a' 3-0" 4-(Y' 4-10" 9-11" 6-11" 7�4111" 8!-11" 3-P. 4-9- 6-10" 7-2' 9-4' 9-6' 10'-9" 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)/2" 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 1Y2" 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. 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 z "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 X oist depth D I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) - NAILS I 5/81 THRU BOLT SIMPSC w/ (22)' NAILS I R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULEFOR =- AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL ROMM FINISH GRADE SLEEVE THRU STEM-/ 4 SEE PLAN FOR 44 FOUNDATION INFO .4 STEM FOUNDATION GRADE REINF. SEE PLAN �J A F71 —=I I I- I 1=1 - * < L / A/C CHASE 4" PVC --- (2) #5 REBAR 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 H1 OA (WHEN SIMPSON H10A 1 REQUIRED) w/ (118) 1 Od x 1 1/2"' NAILS UPLIFT= 1015#1 TYPICAL SIMPSON H 1 OA INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION 4 �A 4: -A = — I L 12" BELOW GRADE SEE FND. PLN. � SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 PVC OR SCH40 SLEEVE PLUMBING LINE I . ..4 - - L A 10 . 4 .4 . .- � -< A SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE . A k4 .4 SEE FND. PLN. SIZE & REINF. C%J 11 C-i o �r , > 0 - C14 0 ce) 0 >< LL. 'Co 08 d -0 0) d) a) in C: 0 tz 0 CU '000e —3: a) > wo > — W CU U) 0 0 > 0 UJ C%J C=� % -z 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W E 8. (No N 0) cc U- 0 00 to Lu ILO- r-� U- L� N C) [L Q'I to CU u- U- CL Lu 3: -J - I Q� 0 z :� -. Y, 0� R . L,� g, , AC E - W 0 L4 ul 0 2 r.- W 05 T -C� g z - Z� LO z Cl) X Ln C) LL < < Z) 0 0 0 0 -J 0 Ina 27 4-1 C/3 UJ W0 - N V) LU E L) 10 U) < M 0 to, 144 co co z z cd- E CL 0 F= z W 0 Z CU 0 (6 0. c::. E < 0 z 00 0 0 z z C14 0 ro C/) < � �Z, C, �' .. .0 0 W Z, C/) Q) 0 Cn Cn F 0 0 < 0� -7 0 2 C:) CD cc CN 0 LO C:) CID LO =3 50 W MLO) 0 'E N L0 CN CD LO C.0 N < CD LO 77 W E 04 c) 0 z z E T— E 0 0 'a JOB NO 21-01148-01143 SCALE : AS NOITED_ SHEET NO. SN 1