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CORNER OF <br />HOME <br />GARAGE SIDE <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE 0-1 <br />. . . . . . . . . . . .. \ . . . . . . . . . . . . . . + <br />+ 44 . . . . . . . . . �D . . . . . . . . . . . . . . . . <br />. . . . . . . . . . C-D ... . . . . . . . . . . . . . . + <br />+ . . . . . . . . . . . . . . . . . <br />+ + <br />+ + + <br />+ 4 + ._011 (TYP.) + <br />6-0- 6'-0" <br />+ + + + + <br />+ + . . . . + <br />+ 4 + + <_� <br />+ _0"(TYP` <br />+ + + + + <br />+ <br />uJ + + + 15/32" CDX <br />_J + + <br />00 + -1 + + PLYWOOD OR <br />< . . . . <br />+ <br />+ + \ . i <br />+ + 7/16" OSB <br />+ 4 + . . . . . <br />ZD + . . . . .. <br />+ + + + <br />+ 4 . . . . + + + . . . . . . . . . . . <br />+ + + ........ + I <br />"—RIDGE LINE <br />140 MPH (uIt)3 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" O.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 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 />NO FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED <br />TE: <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 />Backer and Filler Block Dimensions <br />BCI Joist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <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 />2 x — + 5/8" or 3/4" wood panel <br />1- 1 /8" or two 1/2" <br />650 Osl.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 />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 />FILL CELL--\ STD. 900 HOOK BOND BEAM <br />UJ <br />.... <br />X <br />STD. 90* <br />CONT. #5 <br />CONT. #5 HOOK <br />BAR <br />BAR <br />. . . . . <br />#5 CONT. <br />... <br />... <br />...... <br />....... <br />FROM <br />FOUNDATION <br />1: <br />— <br />... <br />TO HIGHEST <br />... BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/FXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D <br />SHEATHING PER PLAN <br />COLUMN AND <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />Ablocr= <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />S Sorid <br />olid block all posts <br />k all DOStS from <br />STUDS <br />above to bearing below. <br />SECTION INT. BRIG. WALL <br />N.T.S. <br />1/8" min 2" min. <br />' Small <br />2" max I gap <br />" <br />. <br />max. <br />Clinch nails <br />when <br />possible <br />1 Support back of web during nailing to prevent damage to <br />web -flange connection. ght fit <br />2) Block solid between joists for full length of span. Ti <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />2x4/PIywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails <br />required when indicated or 4" max, 16 <br />6-1 6 <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 Y8" GAP @ TOP sides by 6". <br />- Hangers with sides not containing <br />top flange of joist. WEB STIFFENER <br />- Birdsmouth cuts. N.T.S. <br />DOUBLE JOIST CONNECTION <br />- Under 2nd floor cinhimn w/ in;,ri, <br />N,T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1 900 plf max along load bearing wall. <br />Load bearing wall must stack <br />*Non -stacking walls over squash=20 blocks and <br />require additional wall or beam below.* <br />consideration. Check _J <br />local building 11/16" <br />101-011 code for appropriate <br />TANK -LESS W/H details in One 10d box <br />areas=20 of high or--21 sinker <br />lateral load. nail each side <br />F1 at bearing. <br />0, <br />V, <br />51-011 <br />-OUT FOR <br />STUB <br />GAS METER 0 <br />ZN <br />9 <br />H C G <br />00 0 " V <br />6 <br />C? <br />11-01, = - <br />0 0 i:r) <br />-1 0 <br />0 <br />• MEASUREMENTS ARE FROM FINISHED FLOOR <br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />0 <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 />T-5" <br />(2) 16d TOENAILS <br />2" X 6" @ 16' O.C. <br />101-81, <br />(2) 16d TOENAILS <br />2" X 8" @ 16" O.C. <br />131-911 <br />(3) 16d TOENAILS <br />2" X 10" @ 16" O.C. <br />16-51' <br />(1) USP HTW20 OR (3) 16d TOENAILS <br />2" X 12" @ 16" O.C. <br />19-4' <br />(1) USP HTW20 OR (4) 16d TOENAILS <br />2" X 4" @ 24" O.C. <br />6- 1 <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 />111-01 <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 />151-4-1 <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 />Squash block <br />__J <br />(2x4 minimum) <br />Bearing wall, Versa-LamLVL or <br />0 <br />Glulam Beam <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES <br />DO NOT cut, notch <br />or drill flanges <br />Boise Joist Blocking <br />Use 3" (1 Od) nails at 6" o.c. <br />Load bearing walls <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 />Q�� Provide adequate bearing <br />Use 1 Odx3" nails at Vo.c. for all joist <br />for each lapped joist. <br />blocking panel *Non -stacking walls <br />Od nails require additional consideration. <br />INT. BRIG. WALL <br />SECTION <br />S. <br />MINIMUM SPACING 2x GREATEST <br />DIMENSION OF LARGEST HOLE <br />D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />0 <br />(0 <br />gem J 2 1� I <br />r. <br />A IY2" ROUND H E VIA - — \-DO NOT CUT HOLES <br />6"rJ6' <br />1:51: UU I ANYWHERE IN <br />LARGER THAN 1Y2" <br />THE WEB. PROVIDE AT CANTILEVER e-ROUND IN <br />FROM OTHER HOLES <br />LEAST 3" OF CLEARANCE CANTILEVERS. <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" <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 />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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <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. lY2- 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 />Web Stiffener Fastener Schedule <br />Joist B aring Location <br />Series Depth End I —ntermediate <br />@_ <br />BCI 5000s <br />9-1/21, <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />BCI 6000s@) <br />BC16500s V <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d I <br />3-8d <br />14" <br />2-8d <br />5-8d <br />— <br />16" <br />2-8d <br />6-8d <br />BCI 60se <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 90s@ <br />11-7/81' <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />" <br />d <br />6-16d <br />Plumbing <br />Joist <br />1-When joists meet over wall, provide <br />13/4" minimum bearing for each. I -Joist can be offset <br />up to 3 <br />to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />U, <br />M <br />THF <br />5/8" <br />BOL <br />R TRUSS <br />OP PLATE <br />I.0 <br />TYPICAL USP MUGT15 TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL HUS INSTALLATION <br />MIN, EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)FFASTENERS <br />TYPICAL HTA 20-18 HTA 20 <br />INSTALLATION <br />HTA 20-18 HTA 20 <br />INSTALLATION @ MID SPAN <br />NOTE: <br />LOCATION OF <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 />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE <br />PVC OR SCH40 SLEEVE <br />A/C CHASE 4" PVC -PENETRATION <br />SLEEVE THRU STEM <br />4 <br />WALL <br />U, 9 <br />. =1 =1 - <br />T". <br />!4 <br />00 <br />'z <br />I lit FINISH GRAD E <br />Lj,7- <br />X—M <br />_=7 <br />Backer block (12" wide min.) 7= <br />LL17—Mu=11 1=1 —I I I <br />Nail with 10- 1 Od nails. <br />Install tight to top flange, SLEEVE THRU STEM -A & ­.' <br />SEE PLAN FOR <br />Joist hanger FOUNDATION INFO 0 <br />4 <br />STEM FOUNDATION <br />6� I I -'I I I -, <br />Filler block. <br />Nail with <br />10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install fight to top flange. <br />14"-Z' gap—�/ <br />Backer Block <br />:V k <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 />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />eb stiffner as <br />height <br />requirements <br />0.6 X Joist <br />D depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />i—REINF. SEE PLAN <br />(2) #5 REBAR <br />L' C CHASE4' PVC <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SEE FND. PLN. <br />SIZE & REINF <br />LiL4- <br />12" BELOW <br />GRADE <br />PIPE VERTICAL THRU FND. <br />PVC OR SCH40 SLEEVE <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE <br />PLUMBING LINE <br />PENETRATION <br />d 4 <br />- - - - - -- - - - - - - <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 />CIENETERED @ PIPE <br />PENETRATION PLUMBING LINE <br />A <br />A' <br />SEE FND. PLN. <br />SIZE & REINF. <br />0 LO <br />7' �; <br />0 <br />< <br />CL <br />V) (D <br />Lu <br />C) <br />Lij <br />0 <br />—a)— 01 <br />(A <br />V) <br />E <br />0 <br />0 <br />W <br />1-- <br />00 <br />Y3 r.- <br />04 <br />LU <br />F— E <br />8 <br />(D co <br />0) Cl) <br />C W Cf) <br />so -0 M <br />0'r- 04 <br />.20 <br />U_ 00 <br />'S ce <br />0 -, <br />< <br />U) CL 0 <br />Lo 0 V <br />a _-: <br />A I <br />a a. <br />N-CBDC <br />* <br />�, "t. ?� 0 <br />co <br />'0, <br />a <br />Z c-, <br />fT <br />C-4 <br />I X___ - L <br />w <br />Z�-ora <br />C. 1 0 <br />0 9! <br />CIS <br />E <br />z <br />ILW <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 seai is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />Z <br />0 <br />P­1 4.J C) <br />U) <br />> U, M <br />-4 <br />C) <br />< V) M Ln <br />Ln <br />tn N <br />0 <br />CU — Ln <br />< L_ LL <br />CL <br />z <br />F- <br />< 00 <br />E <br />z <br />z <br />LU <br />W <br />_J C:) <br />ko <br />0 <br />C,� Z <br />u_ <br />I­ <br />LU z <br />U LU a 0 <br />'n <br />0 z <br />z C) <br />> U z <br />z - <br />Z. i5 zz <br />0. -LU <br />U 0 LO <br />CL 'n _J W <br />0 <br />U 0 LU 04 <br />0 z <br />C:) <br />V_ <br />LzH <br />0 <br />In <br />r4 <br />Lr) <br />i� <br />LLJ -,� 0 < <br />cl� <br />LU < <br />000W <br />0 <br />< <br />U <br />5 W z <br />25 ce �_ <br />9 <br />Z <br />z <br />CL <br />7 <br />C, 0 Z - <br />z z <br />UJ in D 0 <br />Lu <br />Q z 0 P <br />W <br />U-11 <br />< <br />< 8 <br />> <br />0 LU X �- = <br />2 > 9 0 <br />LU 0 U_ z <br />ON W 20: <br />�D <br />> <br />r J <br />Cy , � W <br />Ln z <br />0 <br />411- <br />_J <br />_J LU LU <br />< <br />z <br />UJI <br />> <br />0 <br />Z <br />z <br />1­4 <br />_J <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />JOB NO: 17-4138 <br />SHEET NO. <br />I <br />SN 1 <br />111 u I F-1 I I <br />