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10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" STUB -OUT FOR 0 o GAS METER (V o • 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. 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" 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. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (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 Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 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 FILL CELL STD. 900 HOOK r— BOND BEAM to - w STD. 90° 1- Jrr 1:77s— < CONT. #5 CONT. #5 HOOK ( BAR BAR II �JL _._ #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 ",-i� COLUMN AND SHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW -T FORBLOCKING/TJI MASONRY WALL OR } INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID 1 i BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRIG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking 1/8" min. } Small gap 2" min. gap 2" max. 4" max. Web Stiffener Fastener Schedule � -- - + Joist Bearing Location Series � Depth End Intermediate ® 9-1/2" 2-8d 2-8d BCI5000s 11-7/8 2-8d 3-8d 14" 2-8d 5-8d Clinch nails - ✓ 9-1/2" 2-8d 2-8d--- when BC16000s® 11-7/8 2-8d 3-8d possible \ �, 130 6500su 14' 2-8d 5-8d 1) Support back of web during nailing to prevent damage to J 12-8d 6-8d \ 11 77// 8" 2-8d 3-8d _ web -flange connection, BCI 600 14" - 2-8d 5-8d _ 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" -3-16d 3-16d 4 Placejoists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener \ 2" min. BCI 90s® 14" 5-16d- __ 5-16d ) 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4max. I t) 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 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 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearingwall must stack meet over wall, or wall stacks directly over wall or beam below Load bearingwall must stack over over s uash=20 blocks and i ! — *Non -stacking walls q * blocking and wall or beam below.* wall or beam below. _ require additional. Joist consideration. Check [ J provide When joists meet over wall, local building 1/16" � "�' � � 1 3!4"minimum bearing for each. I -Joist can be offset code for appropriate up to 3" to avoid details in One 10d box i vertical plumbing areas=20 of high or-20 sinker 3" max lateral load. nail each side at bearing." JOISTS OFFSET N.T.S. _ Provide adequate bearing for each lapped joist. Use 10dx3" nails at Nwalls blocking panel *NonSquash block 10d nails SECTION @INT. BRG. WALL require additional conseraon. (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam 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 • ■ • I.- ■ ., ► Err A 1 2" ROUND HOLE MAY 6" 6rr DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Y" 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. %" 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. SIMPSC w/(22)' NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) . NAILS 1 R TRUSS 'OP PLATE 1.0 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 Backer block (12" wide min,) Nail with 10-10d nails. Install tight to top flange.4. SLEEVE THRU STEM SEE PLAN FOR °• a . • Joist hanger FOUNDATION INFO ' • d I r STEM FOUNDATION Filler block. \ Nail with =I 7 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. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 11 0.6 X Joist o f . T depth 1, , o I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN wt`. k1rimot= 4 rvt,, 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 0 SECOND H10A SIMPSON H10A ° ° (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 ., �ill� ., 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d d 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 d°. d / a° G SEE FND. PLN. SIZE & REINF. 01 - tr . • 'J G. j� N FLOC -3SIOraP�,�� /rlttfl!llttil0�\ To the best of the Engineers knowledge, informatlon 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 seal. H a 0 E00 $ 8 '* CN q1 N LL N P~. LL-W a Y Q �rNiv ui �[ J LL LL a W S ,Z 0 (a C . _,. a _ 0 F N LL J W .,. Z LL rnoo �Q a ff o { u+ �Ny z° T N Q (aJ -1 y O U Z W ❑❑❑ z a 77 t/) z a) s O w o to C N G41ai,; U w $ 1 I U C Q � 0 see c co W UL ;z E o o i a® a a O � U �• z o N � �°= o aZ tt� W} Q � N W a } CD 0r -_ -00 I� .2 O > Lo J L. T ^' W m ,> c O ca CN Y . Q o T— o r N T r 0 E C4 �. M . . o z E O a. E U Q p JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. SN 1 r� z