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CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . �- + + . . . . . . . . . . . . . . + + + C:) . . * . . . . . . . . . . . . . . . . . . . . . . . . + + 4+_ + + + + + __ + + + +1 . . . . . . . . . . . . . . — + + * + 4- + + + + '-0" (TYP.) + + 6'-0" + 6-0" ____7 / + 4 + + + + + + + + + + + + + 4 + + + + + __+_�+ 4- + 15/32" CDX + + + _+ < + + + + + + PLYWOOD OR 0 + + + + + 7/16" OSB + + + + + + . . . . . + + + + + + + + +_ + + + + + + + 9 . . . . . . . + + + + + \ 4- + + . . . zo t + 4� + + + + . . . . . . . . . . . + + + + . . . . . . . . -4- - F + —h]UUr- 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: 1� 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 1.811.7 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 1.811.7 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 N1 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 PROVI DE 2x TO FI LL 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 =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam beloi consideration. Check --f local building k1/16" 101-011 code for appropriate details in One 10d box TANK -LESS W/H areas=20 of high or=20 sinker lateral load. nail each side M at bearing. 51-011 STUB -OUT FOR GAS METER 0 9 H C G 00 0 IV U, 9 1 I -Oft = 0 - 9 LO - 0 F-- 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER OFF 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12' -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-Y (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. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19�4' (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24"O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'4' (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1IT-O" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-411 (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED POR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam Boise Joist Blocking I J.-,p 3" (1 Od) nails at 6" o.c. Q�:� Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST CKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (K NOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM F C/ LU I= STD. 90' CONT. #5 BAR CONT. #5 HOOK BAR USP MUC N, 11 1 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/81 THRU BOLT IN 11 L IF— V 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 BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 21, max Small gap 2" min " ' . max . Clinch nails when possible Tightfit LL] \ 2x4/PIywood1OSB web stiffen er 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bead ocation e Series I Depth End Intermediat BC] 5000s 9-1/2" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d -5--8—d BCI 6000s@) BCI 6500su 9-1/2" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s@ 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below I-,— Load bearing wall must stack over z blocking and wall or beam beloi Use 1 0dx3" nails at ii for all joist blocking panel *Non -stacking walls require additional consideration.— A ROUND HOLE MAY \-DO NOT CUT HOLES 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 41 #-ROUND IN FROM OTHER HOLES LEAST 3" OF CLEARANCE CANTILEVERS, MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN R 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. OUNDED 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. FWhen 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. Jc Plumbing Backer block (12" wide min.) Nail with 10- 1 Od nails. �-�Install tight to top flange. 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 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. Uc 1 M1 R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION 01N. EMBEDMENT SCHEDULE FOR : AND QUANTITY )FFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL I L -0 7�. FINISH GRADE SLEEVE THRU STEM-/ SEE PLAN FOR—"�".* FOUNDATION INFO 4'' STEM FOUNDATION GRADE REINF SEE PLAN 4 4 r1v11 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 A 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PI�E PENETRATION� 12" BELOW GRADE .4 A -4 PLUMBING LINE PVC OR SCH40 SLEEVE F SEE FND. PLN. SIZE & REINF. `I PIPE VERTICAL THRU FND. A PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENETERED @ PIPE PLUMBING LINE I PENETRATION /F — A . 4 -------------- ---------- 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 4 /,d/ _\ A 4 4 11 4 SEE FND. PLN. SIZE & REINF. 0 0 (D < Lo V) (D Q) LU 0 U ULJ 0 Of V) E 0 Lo 2 0 C) r- CN a) LU E 0 n 0) Cl) C Ca Ce) F2 m co 0 8 " q M: a) 4) In - 0 :F; u- co = _C0 0 III cf a) _1z 0 < U) U-) 0 CL < B D. N*C*11-D,C *CF) �1�1 z cs cot) LL. C P A\ . . LL IN 0 Lu. CL 40- 0q: MCA 9 - 64 0 10 4LOE"6 .2 C z F L CA *'p, ........ OFESS, 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) 0 a) N 1� :LJ C) U') =3 t.0 C) z > U-) rn or) C:) 170 L0 :2 L_ U) 0 z a) — Ln < U_ z CY) 1170 .q ct� U 0. 00 < z E WUJ C:) _J C:) 0 uJ U_ UJ z (n z IL �i 5 ri 0 z ro- 0, Z 0 3- of Z >- 2: z Uz, z - z _L_U� U 0 C) U') U a 0 Ln 0 CD J - :C U-1 CL z U.1 z 1i L9 C) Lr) 1171.4 r_J eo-ON < Ji z U Lu 0 0 0 C) < U L�U_ ('718 0 0 z Qi u_ -a Z C) 0 R, z M� Rti D Z LLJ 0 0 0 LLI z 0 < > LU _J rNIJ _J i- g LU 0 2: 2 L>u;� 5�_ C) U.] 0 u- z UJ < Cif LU 2: 0 <1-00 > C) Ln =)!), <,:ii in Q u- V) z z 0 "1 r—q UJ < _J 121- �z Lu < 0- < o U_ < i- z LU > 0 Z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. SN 1