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[III it I R.1 10'-0" TANK -LESS W/H 01 06, CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" - � o STUB -OUT FOR 9 ' GAS METER O o "� � U O ~O N = • 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** IV I 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) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 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. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, 00 PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE I I i 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: *FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, 00 PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE I I i 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: *FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 6'-0" + 6'-0" 1 I + + + + + + t o I + + I + + + + + r I + I i + + + + + + I + + is + + + i + + + + + + Backer and Filler Block Dimensions BCIOJoist Backer Block Filler Block Thickness Series Thickness 3/4" or 7/8" Two 3/4" wood panels or 2 x Y 5000s 1.8/1.7 wood panels 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 FILL CELLS �— STD. 900 HOOK r— BOND BEAM L—][7— Er IT FILL CELLS �— STD. 900 HOOK r— BOND BEAM L—][7— Er IT j STD. 90° CONT. #5 - - - CONT. #5 HOOK BAR- _BAR [-�r #5 CONT. FROM C TOHIGHEST ---�� BOND BEAM BEAM STEP BOND SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'DPLYWOOD 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 � - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @INT. BRG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking i 1/8"min . )Small gap 2" min. max. 1/8 gap i max. 4" Web _Stiffener Fastener Schedule Joist- Bearing Location � r V Series Depth End 'Intermediate 9-1/2" 2-8d 2-8d - -- BCI 5000s 11-7/8" 2-8d 3-8d 14" -- 2-8d 5-$d Clinch nails 9-1/2" 2-8d i 2 d8d8 when BCI 6000s®I11-7/8" 2-8d 3-8d possible � — '+, i BCI 6500s®�14" 2-8d 5-8d _ 1) Support back of web during nailing to prevent damage to \ 16 2-8d 6-8d 11-7/8" 2-8d 3-8d web -flange connection. _ O - -- I I BCI 60s 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. i 111-7/8" 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PI ood/OSB web stiffener J 4" max. � BCI 90so I, 14 1 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 16" 6-16d ti-16d - --- - Hangers with side Walling. 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 - Birdsmouth cuts. N.T.S. - --- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR A�l higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pit 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. 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 I � beam below over squash=20 blocks and 1--- Load bearing wall must stack over Non -stacking walls * wall or beam below.* re l blocking and wall or beam below. quire additional (I Joist consideration. Check\� � When joists meet over wall, provide local building I -Joist can be offset code for appropriate �1 3/4"minimum bearing for each. details in -One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. i1 1 Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --1 DO NOT cut, notch or drill flanges 12" BELOW . Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) tsc �u I Nrvrvvntrtt nv CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 1,11011*4 DO NOT CUT HOLES LARGER THAN 1%" ROUND IN CANTILEVERS. 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. 1Yi' ROUND KNOCKOUTS IN THE WEB MAYBE 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. loci HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET U� M 5/8"I THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 /HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL VIIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS Backer block (12" wide min.) —I I I —III —I 11— — { Nail with 10-10d nails. �_ _� Install tight to top flange. � SLEEVE THRU STEM � •' _ SEE PLAN FOR °• • :. ° Joist hanger FOUNDATION INFO a' ° d' STEM FOUNDATION GRADE REINF. SEE PLAN Filler block. ` I Nail with 10-10d nails. d Backer block required where top d mount hanger load exceeds 250 lbs. Install tight to top flange. d ` n 1/4"-2" gap I L r, I � I � (2) #5 REBAR Backer Block A/C CHASE 4" PVC "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1l4"-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 TYP. FND. PENETRATIONS requirements SCALE: N.T.S. I' 0.6 X Joist p T � depth I -JOISTS BUCKETS N.T.S. SLEEVE HTA 20-18 /HTA 20 INSTALLATION @MID SPAN LOCATION OF SECOND RT16 0 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# �I� TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. GRADE (DV 5 -00 LO 04 C1 4) Nil o 4.1 > LL Z Z 3IXL i vfu . PVC OR SCH40 TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PLUMBING LINE d SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE d v d da � d = I —I a SEE FND. PLN. SIZE &REINF. Z M 0 — O Z cO Z Q I� Z t!) 0 cn w 0 0 w ~ o 0 U (LC: )M w C !t1 M a Oil OlD9M UO8No o f0 Qrn u a� �Qo 1 ff'`" "Q Q �Y S'f" r N p_ �.n�- .�'ihv, rr �/� o .iL ,�u3• -,�� • u"V�� To the best of the nowledqq@ dtion, and belief, the structural plans'ah�atiE111bco1ntained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O ~ -,MOO M Q U-) 'D In a 00 � WJ � Z J W� za gQ UZOU z z w Z Z }o fw O +n 3 o� J V U � �V fV � ��g� Wok Z N go,�o w � 4�� cWc g w a 0 ri d (/) f SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 2.0 SHEET N0. SN 1