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CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0i . . . . . . . . . . . . N . . . . . . . . . . . . . . f- + , + 4 . . . . . . . . . E? . . . . . . . . . . . . . . + + . . . . . . . . . . . ED .. . . . . . . . . . . . . . ... . -4- + . . . . . . . . . . . . . . . . + + + + 4 + + V-0- 6-0- -0. (TYP.) + + . . . . + + + + 4 + + + + + + + + _0" (Typ) + + + + + + + + 15132"CDX C13 + 4 . . . . + + PLYWOOD OR + + + . . . . . . 1� \ . 7/16"OSB + 4 + + + + + + + + + + + + + + + + + + + + + 4 + + + + + . . . + + + + + + + + + + +K++++++ + \+ + I _+ +L. 4_z \-RIDGE LINE 140 MPH (UK) 3 SECOND GUST EXPOSURE "C' WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE 8d RING SHANK NAJLS @ 6' D.C. & 8d RING SHANK NAILS @ 6- D.C. EDGES & 4' D.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6' D.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 rFOR8dRINGTH K NAILS 0.1 13X 2x 3/8" RING SHANK COIL'GUN NAILS MAYBE 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 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 5000s 1.8/1.7 3/4" or 7/8" 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 1-118" 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 1 Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking I., 1/8"gap FILL CELL—\ STD. 90* HOOK BOND BEAM -` V) .... . ... ... . .. ...... 1��- . .. ............ ..... ix STD. 90* CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. ............. ... I ....... ......... ............................ ........ aaaaa� ............ ............ ........ ... FROM FOUNDATION TO HIGHEST 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 TJI TO BE CUT TO ALLOW FOR BLOCKINGrrJI MASONRY WALL OR AD INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts STUDS above to bearing bet SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small gap 2" min. I 2"max. "max. 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. 2x4/Plywood/OSB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of I Od nails 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or , 6 6-16 - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8"GAP @ TOP sides by 6". - Hangers with sides not containing top flange of Joist WEB STIFFENER - Birdsmouth cuts. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. 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 0, w code for appropriate details in One 10d box areas=20 of high Zor-20sinker lateral load. nail each side 101-0" at bearing. 7 t 1_75� T—ANK-LESS H C G 000 51-0" STUB -OUT FOR 9 GAS METER 0 C14 • 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. 71-511 (2) 16d TOENAILS 2" X 6- @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8' @ 16' O.0 13'-9" (3) 16d TOENAILS T 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--l" (2) 16d TOENAILS 2" X 6' @ 24- O.C. 81-6" (2) 16d TOENAILS 2" X r @ 24' O.Cs 11 1-0" (2) 16d TOENAILS 2' X 1 (r @ 24' O.C. 13'-(r (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 __J(2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I InA 3" (1 f1d) nak at R" n r Q� Provide adequate bearing for each lapped joisL Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) L Web Stiffener Fastener Schedule Joist Bearing ocation Series I Depth End Intermediate BCI 5000se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d -54d-- BCI 6000s BCI 6500se-14" 9-1/2" -7/8" 2-8d 2-8d 2-8d 3-8d 2-8d 5-8d 16" 2-8d 6-8d BCI 60iw 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 9068 3-16d 3-16d --7/8- � - d 6-1 6d higher than 1 5001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif 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 IF-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 1063"nails at 6"o.c. for all joist blocking panel *Non-staddng walls require additional consideration.— T6 to O— -0 A LARGER THAN 1V A %" ROUND HOLE MAY 6"r' 6 -DO NOT CUT HOLES ERE IN CANTILEVER THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE FROM OTHER HOLES CANTILEVERS. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2* 8 I,-(r 1!-1* 1'-7 11!-� I'L-3' It-3'1 V-7' 1!-1117-4' Z-9' 3-7 3 -7" ArTy 16' lost 12 T-9- 1!-I" T-2- V-2- �1�3' T-W 2-4' 2-11" 3-7 AC-21 4-91 6--c Sp!?n 16 I -a' V-11" I'-Z* V-2 V-7- 2-T 3-7 3-10" 4-W 9-7- 6-4* 7 -7 20 I-U* I'1" I'-Z' V-7' 2-T "' 4!-U' W-10" 6-11" 6-11" 7 1 24 11-01 11-11* 11-21 1�_3!1 7-6- 3-7- A! -CV- Q-Inl- - 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. 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. IY2' 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 %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. up to 3 to avoid vertical plumbing 3"max JOISTS OFFSET N.T.S. USP MUGT15TYP. THRU 5/8-0 BOLT MUGT15TYP. IDER TRUSS 2X TOP PLATE 2 X B.U.0 TYPICAL USP MUGT1 5 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 t�d -4 go Backer block (12" wide min.) Nail with 10- 1 Od nails. Install tight to top flange. SLE':EVE THRU STEM SEE PLAN FOR Joist hanpe FOUNDATION INFO STEM FOUNDATION Fill bl k F- GRADE r-REINF. SEE PLAN . Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. :V14'�-2"gap_ Backer Block "Top Mount" "Face Mount" Becker block shall be fight 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 1/4%2"gapatbattornaftop flange. flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet //"height eb stiffner as re . requirements 0.6 X Joist depth�O �O I -JOISTS BUCKETS N.T.S. A: L1.1;=,4 (2) #5 REBAR 4C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 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' Ow CENETERED @ PI�E PENETRATION� PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE @ PIP CENETERED E PLUMBING LINE PENETRATION I L Al 'A 2� A 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 Fl- A P/ - AV .i:� SEE FND. PLN. SIZE & REINF. 0 Z co — 0 Z z < L z Ln 0 4--J LU U 0 LU Of E 0 a M C', E as T :20 cR) 00. $ :E u- :3 - 0 co C, < 0 M u') �:s 01 C; 1 1 A 8 D 11 C,11*D,C 5v % I.. Z 41 C4 0 Le law 10-1 0 A ,�.s WL W 61 -f/11 04, 1111i'l 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 Co de 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. CD C, z r*4 0 W r-, 4-J C) Ln *5 %D 0 > (n rn CD z 0 cu — In U_ M CL 00 < z z C) WLU _J C:) 0 WO 'z < E 00 0 z CJ3 UJ z In 0 z C) -0 z 2: M 2: 0 (1) > r14 � Lu L) ::1 IU- R ZO w Ir 0 id -1 f-4 Cn < z UJ z ILIJ r*4 Ln Lli NO < z ko Z Z t z 0 LU R z UJ 0- U) SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION NO. 2 no SHEET NO. SN 1