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U.1 _J M ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE I . . . . . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . co� . . . . . . . . . . . . . . . + + + + . . . . . . . . . 8- �0 . . . . . . . . . . . . . . + + . . . . . . . . . . + + + + + + + + + + + + + + + 4 + 0', (TYP` 1-01, (TYP.) + + 6-4- +/ 6-0" + + 7 + 4 + + + + + + + + + + + + + 4 + + + + + + + + 4 + + + + + + + + , f + + 4 + +' + + ++7+++++++++ + + + + + . . . . . . . . . . . + + + + + + + + 9 + + + + + + + . . . . . . + + + + + 4- + + 4 . . . . + + . . . . . . . + + + ... + + + + P_ 4- + + +.\\ . . . . . . 4- 4- v- + UP 15/32" CDX PLYWOOD OR 7/16" OSB I `—RIDGE LINE 140 MPH (1.1103 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 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 1.8/1.7 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 FILL CELL STD. 900 HOOK F BOND BEAM STD. 900 CONT. #5 § 17 CONT. #5 HOOK bAh BAR SIMPSC w/ (22) - NAILS I 5/81 #5CONT. THRU FROM BOLT 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 PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW 1posts FOR BLOCKINGfTJI MASONRY WALL OR OSolid INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR block all from STUDS above to bearing below. SECTION INT. BRIG. WALL N.T.S. 1/8" min. '?" — 2" min. Small gap 4 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 1 Od nails A" mnv 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indi ted or I U 6- 1 13 - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING j/8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. AEB STIFFENER - DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. -Under2ndfloor hirnnw/InRrI.q N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional F wall or beam below.* consideration. Check local building k1/16" code for appropriate details in One 10d box areas--20 of high or--20 sinker lateral load. nail each side 1 01-01t at bearing. TANK -LESS W/H Boise Joist Blocking i (indl nRilq Rt 91' n r. higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 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 2 beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearing ocation F_ Series Depth End BCI 50OOsP 9-1/2" 1 2-8d 2-8d -11-7/8'. 2-8d I 3-8d 14" 2-8d 5-8d BCI 6000S 8CI 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 60sP 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s@ 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d 11 d 6-16d SIMPSC w/ (22) - NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION =11�1 � Joist When joists meet over wall, provide U1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )IFFASTENERS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 0 0 0 (WHEN SIMPSON H171OA 0 . x 1 1 REQUIRED) wl (18) 1 Od x 1 1/2"' NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Provide adequate bearing Use 10dx3* nails at 6"o.c. for all J ist =1 11-7'-11 T-FL.0 for each lapped joist. A. blocking panel *Non -stacking wa s CORNER OF ITF HOME 00 H C G Squash block 10d nails require additional consideration. Foisist� GARAGE SIDE 000 (2x4 minimum) SECTION INT. BRIG. WALL 11 F-91 =1 I F I FINISP GRADE U) 5'-0" - N.T,S. 9 Bearing wall, Versa -Lam LVIL or r b STUB -OUT FOR -091 z _J LO Glulam Beam LJ GAS METER -1 0 NO HOLES (EXCEPT SEE FND. PLN. MINIMUM SPACING 2x GREATEST Backer block (12" wide min.) SIZE & REINF KNOCKOUTS) ALLOWED �k --- IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. NOCKOUT EXEMPTS) Install tight to top flange. SLEEVE THRU STEM (see table below) D 12" BELOW PIPE VERTICAL THRU FND. MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) SEE PLAN FOR GRADE ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hang FOUNDATION INFO ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges co El STEM FOUNDATION t t 1% PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" L44 14 IA 10' s7a;LamLVL or !qK 3tch "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" A %" ROUND HOLE MAY DO NOT CUT HOLES Filler block. GRADE REINF. SEE PLAN CENETERED @ PIPE 6" BE CUT ANYWHERE IN 6" 1 6" CANTILEVER LARGER THAN Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT iROUND IN 10-10d nails. 14 L A 4 LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top 4 '4' (D FROM OTHER HOLES mount hanger load exceeds 250 lbs. 'A MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Install tight to top flange. .4 15_�771 I _ I I I W�M� 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. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-5" (1) S IM PSON HTS20 OR (3) 16d TOE NAI LS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 " (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-011 (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13141 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING 12 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 %" 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. 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 /Web stiffner as / required if hanger flange is laterally supported by joist hanger. doesn't meet heirtht requirements .17 - 0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. / A/C CHASE 4" PVC --- (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. z 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 1 A JeA A SEE FND. PLN. SIZE & REINF. C,3 C) C) V) 0 (1) C_/:1 4--J L,, C) 0 Lu ZD V) E 0 LU E 8 'D Im co a ca c,) �0 M r aj , 0 =, LL 00 0 < 0 CLC> 0 6) Lo !3�, V. CL cr) < 6 AI 8 D. N C B D C Iq 62 U) z z-: i,, z- - I— I11VX 4C a L, LU a LU -E -S In z 0 (D < 0 U) -2. ;- 6 M M Z U) M E C'i3 -- C') � — !� LL LLI e, Li J, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the stn' ctural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 0 Z < z 0- z a. 8 8 Z W M �Rz. Lo, Lu @ C/) 10-1 W LLJ z zn E 0 z �z :z z _J 4 F 0 -0 'r OC) CC z < U 00 C) zo I'- �4 P k Q0 6 rr LL, M-2 g r-4 C/) z < lz;� LU LU < Lu 0_0 Z z Lr) di 2: z �-<Z8 V � F� 8- LU W z c) 00 r-4 Z t < 0 �S,, 0 0 M 0 06 Z LU rn T__I Q_ V) SCALE AS NOTED DATE 10/29/2018 TECH: IVIJAMES VERSION NO 10 SHEET NO. SN 1