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CORNER OF <br />HOME <br />GARAGE SIDE <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE <br />01 <br />w <br />15/32" CDX <br />00 <br />PLYWOOD OR <br />7/16" OSB <br />IDGE LINE <br />140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE <br />140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE <br />8d RING SHANK NAILS @ 6" O.C. & <br />+ + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS <br />8d RING SHANK NAILS @ 6" O.C. EDGES & <br />8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE <br />+ + 0.113 INCH NOMINAL SHANK DIAMETER <br />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 <br />16 TO 20 RINGS PER INCH <br />0.280 INCH FULL ROUND HEAD DIAMETER <br />0.280 INCH FULL ROUND HEAD DIAMETER <br />2 INCH NAIL LENGTH <br />2 INCH NAIL LENGTH <br />NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED <br />1) SEE STRUCTURAL NOTES 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 />t+ <br />+ t <br />t t <br />++ t <br />+ <br />L <br />+ + <br />+ + <br />+++ <br />+++ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ + <br />Z�+ <br />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Series <br />Thickness <br />Filler Block Thickness <br />3/4" <br />5000s 1.8/1.7 <br />p nel <br />wood panels <br />Two 3/4" wood panels or 2 x _ <br />P <br />1-1/8" or two 1/2" <br />6000s 1.811.7 <br />wood panels <br />2 x _ + 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 />2 x _ + 5/8" or 3/4" wood panel <br />902.0 <br />2x _ 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 />r <br />1� <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />2) Block solid between joists for full length of span. <br />3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. <br />4) Place joists together and nail from each side with 2 rows of 10d nails <br />2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite <br />OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". <br />DOUBLE JOIST CONNECTION <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 plf max along load bearing wall. <br />Load bearing wall must stack <br />over squash=20 blocks and <br />Non -stacking walls wall or beam below." <br />require additional <br />consideration. Check <br />local building <br />code for appropriate <br />10'-0" details in One 10d box <br />TANK -LESS W/H areas=20 of high or-20 sinker <br />lateral load. nail each side <br />at bearing. <br />5'-0" <br />STUB -OUT FOR ' <br />GAS METER O — <br />N <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 />10'-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 />16'-5" <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'-0" <br />(2)16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3)16d TOENAILS <br />2" 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 RIDGEBEAM). <br />** SOUTHERN YELLOW PINE, 55 PSF LOADING <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />Load bearing walls <br />) <br />FILL CELL <br />STD. 900 HOOK BOND BEAM <br />w <br />> <br />STD. 90* <br />CONT. #5 <br />CONT. #5 <br />BAR <br />HOOK <br />_-v __ - BAR <br />#5 CONT. <br />.. .... <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />1= <br />BOND BEAM STEP <br />SCALE: N,T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />J._I <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR REQ'D <br />; .. <br />�-PLYWOOD FLOOR <br />�. <br />_ SHEATHING PER PLAN <br />COLUMN AND <br />l- <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />1 " <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 # OF 2nd FLOOR <br />above to bearing below. STUDS <br />SECTION @ INT. BRIG. WALL <br />N.T.S. <br />1/8" min. )Small <br />2 min. <br />2" max. gap <br />4 max. Web Stiffener Fastener Schedule <br />1 Joist Be_arin Location <br />V <br />Series Depth End Intermediate <br />9-1/2" 2-8d <br />2-8d <br />BCI5000se 11-7/8" 2-8d <br />3-8d <br />Clinch nails -\ <br />® 9-142" 2-8d ___2-8d__ <br />when <br />BCI 6000s 11-7/8" -2-8d <br />3-8d <br />possible \\ <br />BCI 6500$0 10 2-8d <br />5-8d <br />16" <br />�- 16" 2-8d_ <br />6-8d <br />11-7/8" 2-8d <br />3-8d <br />_ <br />BCI 1.4" 2-8d <br />5-8d <br />Tight fit - _' <br />A 16" 2-8d <br />6-8d <br />-7/ " � 3-16d <br />3-16d <br />2x4/Plywood/OSB web stiffener <br />2"min. gCl 90s® 14" ! 5-16d <br />5-16d <br />required when indicated or <br />4" max. 1_ 6-16d <br />6-16d <br />- Hangers with side nailing. <br />- Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist, <br />- Birdsmouth cuts. <br />N.T.S. <br />- Under 2nd floor column w/ loads <br />higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 pif max. along bearing wall <br />Required on interior walls: - for vertical load transfer <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />beam below Load bearing wall must stack over <br />/— blocking and wall or beam below." <br />Provide adequate bearing Use 10dx3"nails at 6"o.c. for all joist <br />for each lapped joist. <br />blocking panel "Non -stacking walls <br />Squash block) 10dnails SECTION @INT. BRIG. WALL re quire additional consideration.- <br />2x4 minimum <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <br />MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />I 16„' A 1Y" ROUND HOLE MAY <br />BE CUT ANYWHERE IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" <br />DO NOT CUT HOLES <br />LARGER THAN 1V <br />ROUND IN <br />CANTILEVERS. <br />8 <br />1'-0, <br />V-1" <br />11 2' <br />1' 2" <br />1'-3 <br />1'-3•' <br />1'-T' <br />1'-11" <br />2'-4"' <br />2-J' <br />3' 2" <br />3-T' <br />-.------- _____.---_____._ <br />Arty 16' joist 12 <br />1'-0" <br />1'-1'" <br />1' 7 <br />1-2" <br />1-3' <br />1'-19' <br />2"-,4' <br />2-11 " <br />3' T' <br />4' 2' <br />4' 9„ <br />64' <br />- �.__Sl � _-- 16 <br />1'-0" <br />V-11" <br />1' 2'. <br />1-Z' <br />1' T" <br />2'•6" <br />3'-2" <br />3'-10" <br />4'-9- <br />5' T' <br />6-4" <br />T 2- <br />20 <br />1'-0r' <br />1-1" <br />1'2' <br />1-2" <br />2'-0r" <br />3'-Q"' <br />4-a' <br />4'-10" <br />5-11" <br />6'-11" 7'-111' 8'-111, <br />24 <br />T4Y' <br />1'-1"' <br />1'2' <br />1'-3" <br />2-6. <br />3'T' <br />4'-9r' <br />5-10" <br />T 2' <br />8' 4" <br />9-6" <br />10'2' <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 />7.1Y2" 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 1y" 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 />�When joists meet over wall, provide <br />1 3/4" minimum bearing for each. <br />Plumbing <br />I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />Install fight to top flange. <br />Joist hanger <br />k. <br />N21 with <br />y10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />1/4"-2" gaP <br />Backer Block <br />"Top Mount" "Face Mount" <br />Backer block shall be tight 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 />_ -1 requirements <br />0.6 X Joist <br />a depth <br />- I <br />I -JOISTS BUCKETS <br />N.T.S. <br />USP- <br />MUGT15 TYP. <br />5/8"0 <br />THRU <br />BOLT <br />MUGT15 TYP. <br />GIRDER TRUSS <br />r 2X TOP PLATE <br />2 X B.U.0 <br />TYPICAL USP MUGT15 TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL HUS INSTALLATION <br />- <br />NIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL HTA 20-18 / HTA 20 <br />INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Hgo <br />SLEEVE THRU STEM) <br />SEE PLAN FOR .. a . • '.; . •, • <br />FOUNDATION INFO ` ' 4' <br />STEM FOUNDATION <br />GRADE r—REINF. SEE PLAN <br />iI.=IL=11'I1. <br />ilrll�„� <br />I� a <br />A/C CHASE 4" PVC (2) #5 REBAR <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND" PENETRATIONS <br />SCALE: N.T.S. <br />GRADE <br />HTA 20-18 / HTA 20 <br />INSTALLATION @ MID SPAN <br />LOCATION OF NOTE: <br />UPLIFT VALUE <br />SECOND RT16 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 />TOP (2) #5's x 4' 0" <br />CENETERED @ PIPE <br />PENETRATION <br />=11= 11'�l11 <br />11.�11 <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />rl <br />�-'f l 1 <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENETERED @PIPE//_ — <br />PENETRATION PLUMBING LINE <br />Q A ..G <br />—------------- <br />- `—ae----e <br />----------------------- <br />g e <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENETERED @ PIPE <br />PENETRATION PLUMBING LINE <br />7 V .4 - ' <br />— -= — °\ . a — —.— — —_ a f as z <br />\ 4 /'1 <br />\. a e a a / <br />\ e ° / <br />SEE FND. PLN. <br />SIZE & REINF. <br />(DU1 <br />Z <br />Z <br />Z <br />Q <br />I� Z <br />W <br />LU <br />0 <br />0 w <br />0 L) Of <br />E <br />U <br />m r• <br />�14 <br />E <br />as _ $ <br />@ 8 <br />s12 <br />U <br />� I <br />L <br />N <br />g <br />Q& <br />A, <br />B D• <br />"°°°° <br />If <br />;,�\'N <br />?a•' • ty �` <br />�� <br />�•Z <br />Q <br />G 1 <br />U <br />a <br />X2 r n, <br />WL <br />W 4, N <br />i+r <br />/ir:fi)il' <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 />O <br />O <br />Z N <br />n <br />0 i <br />.4 CD <br />� M O <br />z <br />M <br />Q -v <br />*0 d" <br />In <br />a .-. <br />0 CL 00 <br />Q ago <br />Z� ra <br />W <br />J <br />J <br />f <br />0 <br />00 <br />orz<0 <br />aw <br />ui <br />NMI. <br />C) <br />zI. <br />ip <br />ri <br />N <br />CN Ln <br />,--I <br />Q <br />a <br />°3 <br />�° <br />Z <br />z O <br />GJ <br />Z <br />L1.1 <br />((^^ <br />W� <br />56 <br />M�5 <br />'0 <br />Y <br />� o <br />ozzd' <br />LU <br />;R <br />Z <br />.. <br />O <br />.. <br />t� <br />J <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />150 <br />JOB NO: 17-2862 <br />SHEET NO. <br />SN 1 <br />