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ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + . . . . . . . . . . . . . . . . . . . + + 4� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-0, .. . . . . . . . . . . . . . . + + . . . . . . . . ... . . . . . . . .... . . + + + + .... + + + + 1_01� (TYP.) 0+. (Ty+p.) 6'-0" 6-0" + + + 4 + + + . . . . + + + + < + + + + + + + + + + :+ 15/32" CDX + < + + + + . . . . PLYWOOD OR + + + 7/16" OSI3 + 4' . . ... + + + + + + + + + + + + + + + + .. + . . . . . . . . . . . . 9 + + + . . . . . . + + + . . . . . + + + +z + ........ + \-RIDGE LINE 140 MPH (ult)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 NOTE: FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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 NAILING PATTERN. Backer and Filler Block Dimensions BCI Joist 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 CONS (Not required if both loa Filler 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 at 12" o.c., clinched when possible. Stagger rows from opposite 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK F BOND BEAM ....... W ....... ........... 7t EE STD 90- CONT. #5 CONT. #5 HOOK BAR BAR E #5 CONT. ....................... ...... .... ............ ............ ...... FROM FOUNDATION TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. _2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION" INT. BRG. WALL N.T.S. 1/8" min. 21' min. I Small gap 2" " max. 4 max. Clinch nails when possible Tight fit 2x4/PIywood/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 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (11 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Vertical load transfer =1 900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or over squash=20 blocks and beam below Load bearing wall must stack over *Non -stacking walls wail or beam below.* blocking and wall or beam below.* require additional consideration. Check When joists meet over wall, provide local building 13/4" minimum bearing for each. 101-01, code for appropriate 0. TANK -LESS W/H 01 details in --One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing, CORNER OF I Noc' Wle 1 HOME--/ H C G GARAGE SIDE 0 00 Provide a 1equate bearing ist .c for all jo for each lapped joist. "o w s Use 1 Odx3" nails at 6"o.c. for all joist 51-131" 01 blocking panel *Non -stacking walls '0 0 STUB -OUT FOR 0 -011 Squash block Old nails require additional consideration. LO GAS METER 0 SECTION @ INT. BRIG. WALL 0 (2x4 minimum) N.T.S. 0 Bearing wall, Versa -Lam LVL or 7 Glulam Beam • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C.- 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C.- 1T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C, 161-51' (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._111 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8--61' (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (3) 16d TOENAILS 2 X 12" @ 24" O.C. 151411 (1) USP HTW20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se6 (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges A 1)/2" ROUND HOLE MAY 6� BE CUT ANYWHERE IN ANTILEVER THE WEB. PROVIDE AT In LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,, NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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 1Y2" 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 ocation Series D-e-p-th-T—End Intermediate BCI 5000s@ 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d @ BCI 6000s 0 BCI 6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60suR 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7181, 3-16d 3-16d d 5_16d d 6-16d 2" min. BCI 90so 14" 5-16 4" max. =6 - 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- 1 Od nails. '-�,lnstall tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" 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" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet Web stiffner as height requirements depth 0.6 X Joist D I —JOISTS BUCKETS N.T.S. USI MU THRL 5/8110 BOLT U M RTRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT—UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC TEM WALL LCIMM I'll lwl� SLEEVE THRU STEM 4 SEEPLANFOR---'� FOUNDATION INFO STEM FOUNDATION GRADE r--REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 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� 4- 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 'd 1 F_ SEE FND. PLN. SIZE & REINF PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" _\ CENETERED @ PIPE PLUMBING LINE PENETRATION L — — — — — — — — — — — — — — — — — — — — *'V. A SEE FND. PLN. [ SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ETERED @ PIPE PENETRATION PLUMBING LINE CEN . . . T_ . ... 4,. f ME1 I _rEl I < �d T_ SEE FND. PLN. SIZE & REINF. e- -4 Z z CD < V) (D U_J 0 U Lu 0 V) -E E 0 W In n UO 00 E CD CI) 0) M r- "a co 2 -0 m r_ C11 0 *�2 _r 4i a 4) 0 = ILL 00 15 C6 0 r", 05 LO 0 < 0 CL B D, CID C" F4 Lb -zi; M Lo ru,-, -"S,- CO 1�/ W 41F 11-- do o C M 3,-'jg ra, % .9 0 -&, - - r- -� TO cr, 2 z LLI So" I 01 -ox El !Nw n, a n d To the best of the Engm�,§14.fNM belief, the an t i i structural plans s ee s 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 (�4 0 cu N P1 4—J 0 Lf) c) > J) M C) N z L0 M Ln "0 U) I: V- 0 N z — Lr) LL 0� 61 0- 00 < E Z LU C:) W _J C:) ko 0 0� Z LU U_ LUZ Ln UJ Z ir- Lnu a 0 0 Z<0 Z 0 0. W Z �i U < IE 2: Z_ LZ,, Z z ID LIU U 0 all LO 0 14 0 Ce 0 U = -1 N U 0 C:) Z U-1 C) Ln L0 _J LU _J le 0 < 0� e--s < Z U a LU 0 0 0 W 0 U LU 0 1_ 0 U_ 9 Ce -0 2 Z Z CL M LU �_ 2: Z LLJ = 0 0 UJ 8 2 20 � 8 2 a< r%,%% LUd LU 0 LL z < 14-1 2: 0 =) 0 0 M Ln LZL 0 C:) fy) r-q I-- c) ro < LL z LL1 > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 1 5 SHEET NO. SN 1