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.. ..... ...... CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + 44 + + + + + + + + 9 + + + + + + + + + + + + + + + + . . . . . . . . . . . .. . . . . . . . . . . . . . . &D + + . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + 4 + + 1-0.1 (TYP.) -0",Ty", 6-0" 6-0- +/ / 1-----7 + 4 + + + + . . + . . + + + 4 Lu + + + + + + 15/32" CDX _J M + 4 < + - . . + . . + + PLYWOOD OR + + + + 7/16" OSB .. . . . . . . . . . . . . . . . . . . . + 4 . . + + + + + + + + + . . . . . . . . . . . . + + 4 + + + + + + + + . . . . . + + + + X � + + + -4- 4- + + . . . . . . 4- -4- 4- 4- + \—RIDGE LINE 140 MPH (1.110 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. INTERMEDIAT E 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 I* FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: I 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 DIRECTLYTO 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. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000S 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 112" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non -stacking walls wall or beam below.* require additional consideration. Check local building 101-01, code for appropriate details in One 10d box 0 w '64 1711711 TANK -LESS W/H areas=20 of high 1--or--20 sinker lateral load. nail each side F1 at bearing. 5'-0" STUB -OUT FOR 0 GAS METER 9 H C G 00 0 11-011 C:) L 1 -1 0 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. 7-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13141 (3) 16d TOENAILS 2" X 10" @ 16" 0. C. 161-5" (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. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1 13-01' (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164' (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES — DO NOT cut, n or drill flanges otch FILL CELL—\ STD. 90- HOOK BOND BEAM ... F U) UJI L . . . . . . ............ ......... ... ...... �<, STD. 90* 1:1 CONT. #5 CONT. #5 HOOK BAR ------ BAR k #5 CONT. .... ........... FROM FOUNDATION .... TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/FXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD 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 # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION 5 INT. BRG. WALL N.T.S. 1/8" min. 2" max 2" Small gap " . 4 max. V Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* —When joists meet over wall, provide 13/4" minimum bearing for each. Provide adequate bearing Use 1 0dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails require additional consideration. '-N INT. BRIG. WALL P SECTION /U) N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 'M mom k� It r7�T A 1Yj'ROUND HOLE MAY 67 6"' \—DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 7 ,e-ROUND IN FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" LEAST 3" OF CLEARANCE CANTILEVERS. 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. 1Y2" 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. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BC15000se 1-1/211 2-1d 2-1d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000so BCI 6500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BC160su 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/81, 3-16d 3-16d d 5 -16d d 6-16d 2" min. R BC] 90su 14" 5-16 4" max. 16" 6-16 WEB STIFFENER N.T.S. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. �-�Install tight toltop flange. Joist hanger Filler block. Nail with 10-10d nails. mount hanger load exceeds 250 lbs. Backer block required where top Install tight to top flange. 1/4"-2" gap_� Backer Block "Top Mount" "Face MounV 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"gapatboftomoftop flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 'e' dc he requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. U� M 5/8"1 THF BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL FINISH GRADE SLEEVE THRU STEM--/ SEE PLAN FOR--' 04 FOUNDATION INFO 4 STEM FOUNDATION GRADE REINF. SEE PLAN ATM � I'Ll r=__I /-VL1t1Il1R0r_r4 rvk, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 1 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE__� PENETRATION 41 1 1 0. _. A 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE .4 . -d F SEE FND. PLN. SIZE & REINF. # PIPE VERTICAL THRU FND. P C OR SCH40 SLEEVE V TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE A 4 L / I I ---------- --------- CID A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE D PIPE PENETRATION PLUMBING LINE d '4 4-0 4/ A SEE FND. PLN. SIZE& REINF. e- 0 LID z CY) 0 (D 0 to a_ La 0 LU 0 �2 U — 0 LIJ F_ E V) 0 W ca ce) (Z 0 (D Cl) LU E 8 =1 co C ca ce) E2 -0 Cn 0 'r- 04 6 0 2 0 :S U_ 00 = - CIO U rl� O.T iz, 05 t C;, -,.e 0 < Lo 0:S -,t CL C6 < 6 A I D. XPI 11 CID U'3 — CO CIL- CID LO ur"� r— d kz- A 0, 0 W z 50�2, 44 > V, tf I� io r) 0 k ___ C.", �R'90� = f',� I �k P! IL C). ga' #A Z� W 0 M. I— lo�_ UJ To the best of the and �ntainecl belief, the structural plans and sp'etff _ ab6iis" 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 C=) 10 z f%4 0 cu N Iq0 14 4_J C) U0 kD =5 > M C) z ro M Ln M CL tn L_ un 0 CIJ — Ln L_ U_ z 'N F— CD- � fn fu -I CL 00 < z F= CID W z LU C:) 11.0 R;r mi e OR z Lu OC 0 U, Z �_ U) . a- LU M z z W - i— I N - 0 0 z < 5 - >, 0 z 0 a. of Z >-.� < z z �<_ z 2: — LU z 19 0,: L_u 00 U 0 LO U C-4 C) = I-_ 0. 0 z @ z CY) LIJ LH C:) Lr) r*4 < ?� 0 �e Ce < z U n Lu a 0 0 W -, 0 U r -&; 2 E 0 W. -a Z z Liz, - z (�:yl Lz M LU LU C, z 0 W UJ I"'I_ Q9 _J U < _J 6 1- g - �i;5 > 0 LU X 2 9 > o W W 0 u- z C, ce U-1 X 0 < < 00 LL >C<) z< Ce 0 C) ry) _J LU _J < c) rq U_ UJI > 0 Z :5 z P-4 _J CL SCALE AS NOTED PLOT DATE: 1217/2012 TECH: FLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. SN 1 z