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CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + 4� . . . . . . . . . . . . . . . . . . . . . . + ............. N ............... Zo ............... F +. + 4 . . . . . . . . . ... . . . . . . . . . . . .. . . + + + + + + + !-0-- (TYP.) + + 6'-0" +/ + + 61-0" + + + 4 . . . . + + - + + + + 4 + + + + + + _,",TYP` + + + LU + + + + J + - + + 15/32" CDX in + + + + + + + + + + + + PLYWOOD OR I I 1 1 7/16" OSB + + . . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F + + 4 . . . . + + + . . . . . . . . . . . + + + /++ ++ + . . . . . . .. + �'--RIDGE LINE 140 MPH (UR) 3 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 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 'GUN NAILS MAY BE USED FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL NOTE: 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 NAJLING PATTERN. Backer and Filler Block Dimensions BC10JOist 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 1-1 /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 DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8"gap NIt FILL CELL STD. 900 HOOK F BOND BEAM ......... LU ... ......... t STD. 90' F CONT. #5 CONT. #5 HOOK BAR BAR ;�� A #5 CONT. ..................... FROM FOUNDATION TO HIGHEST -------- I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIORIEXT 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 bil ck all posts from STUDS above to bearing below. INT. BRIG. WALL SECTIONU N.T.S. 1/8" min. Small gap 2" min. 2" max. " max. O'D Solid block all IDOStS from Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4/Plywood/OSB web stiffener 2" min. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yj'GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and wall or beam below.* require additional consideration. Check local building k L' 0 w EL-70 code for appropriate details in One 1 Od box areas=20 of high or--20 sinler lateral load. nail each side 101-011 at bearing. TANK -LESS W/H H C G 000 51-011 STUB -OUT FOR 9 1-011 9 [0 GAS METER 0 0 C14 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. T.5" (2) 16d TOENAILS 2" X 6' @ 16" O�C. 1 U-811 (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 211 X 6" @ 24" O.C. 81-61f (2) 16d TOENAILS 2" X 8" @ 24' O.C. 111-01, (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 Squash block (2x4 minimum)--/ Bearing wall, Versa -Lam LVL or Glularn Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I ka'A"(1f1rill nAil.q;A A" n r-_ Q�� Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffemer Fastener Schedule Joist B an ocation Series Depth End Intermediate B Cl 5000s" 9-112" 11-7/8" 2-8d- 2-8d 2-8d 3-8d 5-8d BCI 6000so BCl 6500SP 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d I - 8_ I 14" 2-8d I 5-8d — 16" 2-8d 6-8d BCl 60e 11-7/8" 2-8d 3-8d 14- 2-8d 5-8d 16" 2-8d 6-8d BCI 90sQ9 11-7/8" 3-16d 3-16d 14" 5-16d -5-16d 16" 6-16d 6-16d . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing 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.* Joist When joists meet over wall, provide 'oc Whe 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing L 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration, N M-T " A ROUND HOLE MAY DO NOT CUT HOLES 6" 6" EVER LA 6' BE CUT ANYWHERE IN 7= CANTIL RGER THAN THE WEB. PROVIDE AT ROUND IN I LEAST 3"OF CLEARANCE CANTILEVERS. FROM OTHER HOLES 2 MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y Arry 16'joist 12 1 1--g- I T-11" I 11'-Z' I 1�-Z' 1 V-3- 11'-9' 1 2�4' 12-11"1 3-7- 14-2' 1 4-9- 1 6-4- 1 16 -V-0" I' -I" I,-Z. T-21. f-7. 2-6. 3-21 3-101, 4-91 6-71 6-41 T-171 20 1!-U. I,-r 3-a' 14-9: W-10" 19-11" 6-11" 17'-11" 8'-11" 24 T-9' 11�4' T-Z'I 11�-3" 12-6' 3-7 14-9 6-16'. Tz. 9-41 "1 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 lj/2" 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. Joist hanger U M THF 5/811 BOL RTRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT—UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )IFFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 11-11 1:_-:11 I I Nail with 10- 1 Od nails. nstall tight to top flange. 4 '7.,�- SLEEVE THRU STEM SEE PLAN FOR 4 4 -40 .4' T. 7 FOUNDATION INFO 4' STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap --- AV _"A� -1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 114"-2" gap at bottom of top 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 re' dc 4h r requirements -0 , 6 X Joist D depth I —JOISTS BUCKETS N.T.S. GRADE — r-REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 :3 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. C OR SCH40 SLEEVE PV sx CENETERED @ PIP PLUMBING LINE PENETRATIO /F L A A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A 4 4-1 ..:1 �d A SEE FND. PLN. SIZE & REINF. ce) 0 05203'% k I= WJ z < CL 71 V) 0 00 Lu 0 ULJ 12 E Of V) 0 0 to CQ 00 M M I, - C14 CD M LU t E 0 0) Ce) r_ M co 270 M r N 00 q :r a) W - () W 0 iz co - co 0 i:�- < 0 CO C) 0, 0 V *;l. CL - <0 A I N c N C D.0 C-4 C5 CO) z a.,-4 p o�. SL L� - F W.-I MV uLi "ir 1L Neff WE < P_ 6 -- z tE ��.R F L( M IV ca LU V F.7 El I: i It f - To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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:) C:> Z ri 0 a) N " 4-J C) V) , 3 "o C:) > p N Lo fO Ln z 5- 0 U) U_ fy) fu T__1 cl� U 0�. z < 00 z § E — R3 z LU C) _J 0 W 110 1- mi �5 0, zg z 181 0 61 '. U Z 0.0 Cl) cz 8W u_ CD u, W z @ UJ Z Z 8"' 8 L0 0 z z z 0 -0 2: Ln < 0 2: > z 0 Q 0 < LU 8* 0 tu- R ZO UC) CU) 6 R M 0 �1 Z:Q LU < r�4 0 z z C"i C=y) . LU _J Lr) T-4 I 6i 2: Lij < 'S, z < ff� 5 �_ z 0 058 U. 0" uJ 110 M Z z 0� 0 z ca 0 T-4 r� z U LU Z 2 V) z r_1 T__1 SCALE AS NOTED DATE 2/24/2014 TECH: MIAMES VERSION N 0' 10 SHEET NO. SN 1 1� A 1 111 I'l 1 1. 1 1 1 ii li&,, 7r7T—_1I_ii EF 11 1 M..