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CORNER OF <br />HOME <br />GARAGE SIDE <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE <br />. . . . . . . . . . . . N . . . . . . . . . . . . . . + <br />+ 4 . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . .. . . . . . . . . . . . . . . + <br />. . . . . . . . . ... . . . . . . . . . . . . . . . <br />+ + + <br />+ 4 + + <br />/+ + (TYP.) <br />6'-0" -0* (TYP) <br />__7 + + + 6-0" <br />+ + + 4 F + + + + + + + + + <br />+ 4 F + + +' + + + _L <br />+ <br />LU + + +� — 15132"CDX <br />J + + <br />In + + 4 + + + . + + + PLYWOOD OR <br />+ . . . . . � /, .. \ + 7/16"OSB <br />+ 4 + + + + + + + + . . . . . . . . . . . . . . <br />+ + + + + + + + . . . . . . . . . . . . + <br />+ 4 . . . . . . . . . . . . . . . . . . . . . . <br />+ + 4- 4- /++ + + +K+ + + + + \+ <br />4� 4- 4- � 4- + <br />\-RIDGE LINE <br />140 MPH (1,110 SECOND GUST EXPOSURE"C'WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE"C"WIND ZONE <br />8d RING SHANK NAILS @ 6' O.C. & 8d RING SHANK NAILS @ 6' O.C. EDGES & <br />4' D.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6' O.C. INTERMEDIATE <br />0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER <br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER <br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER <br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH <br />0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER <br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH <br />r FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8' RING SHANK COIL GUN NAILS MAY BE USED <br />NOTE: <br />1) SEE STRUCTURAL NOTES <br />FOR SHEATHING SPECIFICATIONS AND WIND SPEED. <br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. <br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS <br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. <br />Backer and Filler Block Dimensions <br />BC10joist <br />Backer Block <br />Series <br />Thickness <br />Filler Block Thickness <br />3/4" or 7/8" <br />5000s 1.8/1.7 <br />wood panels <br />Two 3/4" wood panels or 2 x <br />1-1/8" or two 1/2" <br />6000S 1.8/1.7 <br />wood panels <br />2x + 5/8" or 3/4" wood panel <br />1-1 /8" or two 1/2" <br />6500s 1.8/1.7 <br />wood panels <br />2 x + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 <br />wood panels <br />2x + 5/8" or 3/4" wood panel <br />902.0 <br />2 x - lumber <br />Double 2 x - lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8"gap <br />!Z& <br />FILL CELL---\ STD. 900 HOOK BOND BEAM <br />USP <br />NI-N, <br />MUGT15TYP. GIRDER TRUSS <br />CONT. #5 <br />BAR 7� r- 2X TOP PLATE <br />518-o <br />#5 CONT. THRU <br />FROM BOLT <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR REQ-D <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJ1 TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br />Solid block all posts from <br /># OF 2nd FLOOR <br />above to bearing below. <br />STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. I Small gap 2" min. <br />2" max 4" <br />. <br />a <br />. <br />�P' <br />M <br />Cinch nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />T <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />2) Block solid between joists for full length of span. ight fit ---F <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PIywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. 16" 6-16 <br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Ye GAP @ TOP sides by 6". - Hangers with sides not containing <br />top flange of joist. WEB STIFFENER <br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ beds <br />N.T.S. <br />hi <br />her than 15001b <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1 900 pff max along load bearing wall. <br />Load bearing wall must stock <br />*Non -stacking walls over squash=20 blocks and <br />require additional wall or beam below.* <br />consideration. Check _f <br />local building C1/16' <br />101-001 code for appropriate <br />details in One 10d box <br />TANK -LESS W/H areas=20 of high or-20 sinker <br />lateral load. nail each side <br />atbearing. <br />0, <br />w <br />51-011 <br />STUB -OUT FOR -1 <br />GAS METER 0 <br />9 <br />H C G <br />000 <br />U') <br />• MEASUREMENTS ARE FROM FINISHED FLOOR <br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER <br />GAS CONNECTION DETAIL <br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" <br />RAFTER SPAN TABLE <br />MEMBER SIZE AND SPACING <br />MAXIMUM LENGTH <br />MEMBER CONNECTIONS* <br />2' X 4- @ 16- O.C. <br />7-5" <br />(2) 16d TOENAILS <br />2- X 6' @ 16- O.C. <br />101-8" <br />(2) 16d TOENAILS <br />2" X 8' @ 16" O.C. <br />13'-9" <br />(3) 16d TOENAILS <br />2" X 10' @ 16' O.C. <br />161-511 <br />(1) USP HTW20 OR (3) 16d TOENAILS <br />2" X 12" @ 16" O.C. <br />19'-3" <br />(1) USP HTW20 OR (4) 16d TOENAILS <br />2" X 4' @ 24' O.C. <br />6'-l" <br />(2) 16d TOENAILS <br />2' X 6' @ 24' O.C. <br />8-6" <br />(2) 16d TOENAILS <br />2' X 8' @ 24' O.C. <br />11 1-0" <br />(2) 16d TOENAILS <br />2" X 10' @ 24' O.C. <br />13'-U' <br />(3) 16d TOENAILS <br />Z'X 12' @ 24' O.C. <br />15'-4" <br />(1) USP HTW20 OR (3) 16d TOENAILS <br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAMI). <br />SOUTHERN YELLOW PINE, 55 PSF LOADING <br />Squash block <br />(20 minimum) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />Boise Joist Blocking <br />I ka'A"11111d) nailq at R"n r <br />Provide adequate bearing <br />for each lapped joist. <br />10d nails <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D <br />(see table below) NOCKOUT EXEMPTS) D <br />(see table below) <br />Ach <br />DO NOT cult, notch <br />or drill flanges I <br />g. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1 900 pff max. along bearing wall <br />Required on Interior wells : - for vertical load transfer <br />when load bearing - for lateral support when joists I I <br />meet over wall, or wall stocks directly over wall or <br />beam below <br />Load bearing wall must stack over <br />blocking and wall or beam below.* <br />-When joists meet over wall, provide <br />13/4" minimum bearing for each. kJoist can be offset <br />Use 1 Odx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />A 1Y2' ROUND HOLE MAY 0 NOT CUT HOLES <br />='VER LARGER THAN <br />BE CUT ANYWHERE IN <br />� CANTILE <br />THE WEB. PROVIDE AT 7 <br />OUND IN <br />LEAST 3"OF CLEARANCE CANTILEVERS. <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y. <br />2 <br />FROM OTHER HOLES <br />a <br />11-al <br />1"' <br />V-2' <br />T-7' <br />1 �-3' <br />l-3' <br />1!-T' <br />I' -I I " <br />2-4' <br />2-9' <br />3-2" <br />3-7' <br />Any 16'joist 12 <br />1*-U' <br />l'-I" <br />1'-2' <br />1!-Z' <br />t-3' <br />l'-(X <br />2�4' <br />2-171 <br />2-11 " <br />3-7' <br />4-2' <br />4-9' <br />94' <br />___p 16 <br />1*-.a* <br />V-11" <br />1'-2' <br />V-7' <br />1!-T' <br />Z-6* <br />r�. <br />33-2' <br />74:4W <br />3-10" <br />4-9' <br />6-7' <br />6-4' <br />7-7 <br />20 <br />T-17' <br />I' -I" <br />1*-Z' <br />t-Z' <br />2-0' <br />3�0' <br />. <br />4-10" <br />6-11" <br />6-11" 7'-111" 9-11" <br />.24 <br />. T-a' <br />V-11". <br />1'-7. <br />V-3". <br />2-6- <br />3-7- <br />4_g. <br />6_10'. <br />7-21 <br />9-41 <br />"1 <br />101-91 <br />NOTES: <br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. <br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. <br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. <br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF <br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. <br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE <br />MEMBER CONDITIONS. <br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF <br />THE LARGEST HOLE. <br />7. 1V ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. <br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE KNOCKOUT HOLES TURNED WITHER <br />UP OR DOWN. <br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS <br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE <br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. <br />HOLE CUTTING CHART <br />N.T.S. <br />up to 3" to avoid <br />vertical plumbing T4 <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />Joist hanger <br />I Web Stiffener Faste er Schedule <br />Joist aring Location <br />Series I Depth � End Intermediate I <br />BCI 5000s")! <br />9-1/2" <br />2-8d <br />2-8d i <br />11-7/ <br />2-8d <br />3-8d i <br />14" <br />2 -8d <br />5-8d <br />BCl 6000s <br />BCl 6500s <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d I <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 60s"9 <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 90sw <br />11-7/811 <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />d <br />Plumbing <br />2 X B.U.0 <br />MUGT1 5 TYP. <br />TYPICAL USP MUGT15 TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL HUS INSTALLATION <br />TYPICAL HTA 20-18 HTA 20 <br />INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />MIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)F FASTENERS <br />I ILI r, 01- 1 EFY MI <br />Backer block (12" wide min.) <br />Nail with 10- 1 Od nails. <br />7r— !�: ":* <br />nstall fight to top flange. SLEEVE THRU STEM A. * *. * i . <br />SEE PLAN FOR-,-,, <br />FOUNDATION INFO 4 <br />d <br />STEM FOUNDATION <br />-GRADE <br />Filler block. -REINF. SEE PLAN <br />r <br />Nail with <br />10-10d nails. <br />B k required where top <br />mount hanger load exceeds 250 lbs. <br />Install fight to top flange. <br />/4"-2"gap— <br />A- ---Backer Block <br />"Top Mount" *Face MouW <br />Backer block shall be fight Backer block shall be fight <br />to bottom of top flange with to top of bottom flange with <br />1/4"-2" gap at top of bottom 1/4�-2" gap at bottom of top <br />flange. flange. <br />eb stiffner as <br />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />requirements <br />4.6 X Joist <br />T <br />D <br />depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />P11%, %dnAac 1+ rv%1 <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />HTA 20-18 HTA 20 <br />INSTALLATION @ MID SPAN <br />LOCATION OF <br />SECOND RT16 <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />USP RT16 USING <br />16-8d x1 1/2" NAILS <br />UPLIFT 1030# <br />TYPICAL RT16 INSTALLATION <br />TYPICAL MTW INSTALLATION <br />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE PVC OR SCH40 SLEEVE <br />PENETRATION <br />A <br />A <br />A 4 <br />. IA. <br />0 <br />F_ <br />SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW <br />PIPE VERTICAL THRU FND. <br />GRADE <br />PVC OR SCH40 SLEEVE <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE <br />PENETRAT PLUMBING LINE <br />ION <br />I <br />A 7 L <br />A <br />---------- <br />A <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'_0ft-\ PVC OR SCH40 SLEEVE <br />CENETERED @ PIPE <br />PENETRATION PLUMBING LINE <br />A <br />A-1 <br />_L/44 <br />A 4 <br />A . . . ./ <br />A <br />cc <br />SEE FND. PLN <br />SIZE & REINF. <br />VIL <br />Z <br />—8 <br />a) <br />z <br />z <br />< <br />(D <br />a- <br />z <br />Cz <br />V) 0 <br />W <br />V3 <br />4--J <br />ID U-1 <br />0 <br />U <br />LLJ <br />0 of <br />=3 <br />E <br />08 <br />r­ <br />IN <br />M <br />LU <br />E <br />as <br />to 2 <br />2'0 co <br />'r- 04 <br />00 <br />LL § <br />- <br />C) <br />a <br />C�12* tz <br />CL <br />to <br />< <br />1 6 <br />1 1 <br />0 D. <br />N C B-D-C <br />\7Vgj�7. <br />uv� <br />V <br />0! <br />_0'. V� <br />* <br />2 Cn Z, <br />4 A-4 <br />U- <br />A a: <br />C� <br />v, <br />IL <br />*0 <br />q; <br />INg zz <br />X0 <br />0 <br />Ito r/1111111100 <br />El 13 <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />t <br />z <br />0 N <br />0-4 4-J C) <br />CD <br />0 <br />z <br />M 1.17) <br />-0 <br />-- V- <br />N <br />Ln <br />z <br />U_ <br />F- 0--s <br />Cn <br />M T-i <br />ce CO <br />< <br />z E %­0 <br />WLU <br />z <br />_J C) <br />0 <br />WWz <br />UZI <br />� I a: <br />a OW <br />0 z < <br />z <br />8 <br />Z Z <br />�E z <br />-LU, <br />48, <br />4 <br />U0 Lu <br />z 0 <br />CD <br />Ln <br />Lr) <br />�0_ <br />0 <br />Ce <br />z <br />-0 <br />Z <br />to <br />9M g2i <br />LuLuad 0 <br />(2 <br />W <br />z <br />U.1 <br />R., i� 8 05 <br />> <br />= <br />_J <br />> <br />12 02: <br />q <br />CD <br />oz� <br />LU <br />0 <br />cy) <br />z <br />UJ <br />z <br />> <br />z <br />8 <br />15 <br />0- <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEET NO. <br />SN 1 <br />11111111111U101 <br />