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CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + . . . . . . . . . . . . . . f + ++++++++++ + + + . . . . . . . . . . . . . . + + . . . . . . . . . . . W ... . . . . . . . . . . . . . ... . . \ + + + + 4 ,_,"(Typ" 1-01, (TYP.) + + 6-0" 6-0" + 4 + . . / + . . + + + \� + + + + + + + i- + + 4 + + + + + + __+ + T _+ 15132" CDX _J + + + + + + + + + PLYWOOD OR + + + 4 7/16" OSB + + . . . . . . . . . . . . . . . . . . * 4' + + 9 z . . . . . . . + + + + + +_ + * 4 + + + + + + + + zo + . . . . . . . + + -4- + + + +++K++++++++++ + F + I \—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. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6- O.C. EDGES & 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 1� FOR 8d RING §HANK NAILS NOTE: 0.113x 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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.811.7 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 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL—\ F STD. 900 HOOK IF BOND BEAM LU .... . ........... . . . . . . . . . . . . . . . . . . ...... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ...... STD. 90* ... CONT. #5 C( )NT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOPJEXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND 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 STUDS above to bearing below. LU) SECTION " INT. BRIG. WALL N.T.S. 1/8" min 2" min. ' )Small gap 2" " a . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 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. n 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stifle er required when indicated or 4" max. 161, 6-16 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yg" 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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check 0' w k local building .64 101-011 01 code for appropriate. One 1 Od box TANK -LESS W/H details in k areas=20 of high or--20 sinker lateral load. nail each side F1 at bearing. 51-011 STUB -OUT FOR 0 GAS METER C? H C G 00 0 C? [0 V-011 7 0 0 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. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13141 (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. 64' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-0.1 (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 --I (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRIG. WALL NaT.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT cut, notch 7K or drill fla Ef::: Web Stiffener Fastener Schedule Joist B aring Location Series —Depth End Intermediate BC1 5000se 9-1121, 2-111 2-1d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl 6000s(D BCl 6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 161, 2-8d 6-8d BCI 60s 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11-7/81, 3-16d 3-16d 14" 5-16d 5-_16d� d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf 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 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. loc he 1314 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. I %] C.0 (0 mm t a—L-0 D BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER L 1;�� 1)/2" ROUND HOLE MAY 6"� 6J�^ LEAST 3" OF CLEARANCE FROM OTHER HOLES 2" MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y NOTES: LARGER THAN 1Y2' DO NOT CUT HOLES ROUND IN CANTILEVERS. l. 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. %" 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. Joist hanger USP MUC THRU 5/8110 BOLT U ML 3TRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION JiAIN. EMBEDMENT SCHEDULEFOR =_ AND QUANTITY )FFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ONE I I I .4 Backer block (12" wide min.) LU-7LLl=.I Nail with 10- 1 Od nails. nstall tight to top flange. 4. SLEEVE THRU STEM SEE PLAN FOR 04 FOUNDATION INFO 4' STEM FOUNDATION lInstall tight to top flange Igr b Fil lock Nail with 10-10d nails. Filler block. r-- GRADE Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I VBackerBlock "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 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. /A/ k, U 171 Al-1) r_ 4 t, v 11 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFTVALUE 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 PENETRATION 4' A IJI] 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF PIPE VERTICAL THRU FND. OR SCH40 SLEEVE PVC PENETRATION _\ TOP (2) #5's x 4' 0" CENETERED @ PIPE PLUMBING LINE I --- - ------ 7774 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE .4 4 A 4 4 A SEE FND. PLN. SIZE & REINF. 0 z CD V) (D C—f) LU U 0 LU Ln E 0 Ul) 00 04 0 LU E a (D M 0) M C ca CV) 2 -0 co o = 04 00 _117 W 4) (-) W rz 05 '� CO 0 a) r", (D _e U) CL 0 LO 0 < & AI W NCBDC IfB ig, 10, Z3- C14 z Co CV1 -N LL1 -LLy 0 a_%a in 54 9 - tA 0. z ,z < "d 10 11A i'0 To the best of the Engineer' knowledge, information, and belief, the structural plans asnd specifications contained within these drawings comp ly 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) z " 0 (V N P-01 4-J C:) I'D > (A M z M fu Ln < 6- Iz- V) 0 a) — Ln C U_ CL- z F- J� � (0 113� CL 00 < z �i E UJI C:) W _J C) "0 0 fl� 22 z 0 Lu U_ z M LU l- a. z F- V) 0 0 0 z < L) E z 0 a. Z >- F- < Z < Z Z_ LU z Lul a _U OLO :D U 0 4 0 0� U LU 04 R 0 z @ uJ z U-11 Q� C) Ln r*4 Lr) IJJJ_ _J 0 0 < �- �t 0 113� < C) 0 0 0 U W "j; -,J C) 0 Z C� u_ E _0 ra Z Z CD z CA Lzu: !z Iz- W LU 8 0 C) z 0 W UJ (9 < :j > 2 8 5! 8 2 U" 0 LE Z -< C:) C<1� �'- 70- < =) & cym: u- in Z 0 z < c) U. < z LLJ > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: IFFLORES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. SN 1 N J