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uJ ROOF DIAPHRAGM NAILING SCHEDULE Plnrlr- I INP + + + + + + + + + + + + + + + + + + + + + + + + + j- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + ,_0 -0. (TYP.) V-0- +/ / 6-0- + + + + + + +' /11 + + + + + + + + + + + 4 + + + + + X+ + . . + . . + + . IF + * 4 I I I _T_ + + . I . . . . . + + + + + +[++ + + + + + + + ++ - + /++ . . . . . . . . . . . + * 4 . . . . . + + . . . . . . . . . . . . . . + + � + + +K . . . . . 4- 4 4- + 15/32" CDX PLYWOOD OR 7/16" OSB \--RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE"Cl 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 I FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 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 Series Thickness Filler Block Thickness 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 1.811.7 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 2x + 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 blockin I 1/8" gap FILL CELL:� STD. 90* HOOK BOND BEAM 11 STD. 900 CONT. #5 CONT. #5 > BAR BAR HOOK #5 CONT. 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 BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all from above to bearing low. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max gap " . 4 max. Clinch nai when possible ls 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. 2x41Plywood/OSB web stiffener 2"min 4) Placejoists together and nail from each side with 2 rows of 10d nails - required when indicated or 4" . 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. 16 6-16 OF THE JOIST ASA REQUIRED LEAVING Y8' GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. AEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 pff max along load bearing wall. Load bearing wall must stack 0, "Non -stacking walls over squash=20 blocks and wall or beam below." require additional " consideration. Check local building code for appropriate z details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 1 0. - 101-0" - at bearing. .0 -LESS tW/H TANK -LESS W/H � CORNER OF HOME GARAGE SIDE Go E 0 H C G 0 0 0 5l-0" STUB -OUT FOR _J U') GAS METER 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. 101-8* (2) 16d TOENAILS 2" X 8' @ 16- O.C. 13'-gr (3) 16d TOENAILS 2- X Ur @ 16- O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12- @ 16- O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2- X 4' @ 24- O.C. (2) 16d TOENAILS 2- X 6- @ 24' O.C. F-6" (2) 16d TOENAILS 2- X 8' @ 24- O.C. (2) 16d TOENAILS 2" X 10- @ 24' O.C. 13'-0" (3) 16d TOENAILS 2" X 12- @ 24' O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glularn Beam Boise Joist Blocking I lqp 'A" 11 rldl n;kilq nt Wl n Provide adequate bearing for each lapped joist. nails SECTION INT. BRG. WALL N.T.S. %-Z MINIMUM SPACING 2x GREATEST CKOUTS) OWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 3tch\S DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer = 1900 pff 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 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 " P", F Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. 6' A ly2" ROUND HOLE MAY 61' 6"' DO NOT CUT HOLES BE CUT ANYWHERE IN =VE R LARGER THAN 1Y2" 7� NTILE THE WEB. PROVIDE AT CANTILE ROUND IN LEAST 3"OF CLEARANCE CANTILEVERS. FROM OTHER HOLES EATER THAN 1Y2' MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GR 8 1,-0" v-1 1!-2" V-2" V-3" V-3" V-7 1!-11" 2-4" 2!-9" Y-2- 3!-7- Any 16" joist 12 V-0" 1�1" V-2" V-2" V-3" 1-9" 2-4" 2i-11" 3�4" 4!-2" 4'-9- 5-4- S pan (ft) 16 1-W 1!-l" lim-2" li-2" V-7" 2'-5" 3-2" 3!-10" 4!-9" 5!-7" 64" 7!-2- 20 V-0" 1!-I" lim-2" V-2" 24r 3'-0" 4'-0" 4!-10" 5'-11" W-11" 7�-1 1" 8!-11" 24 V-0" 1�4" V-2" V-3" 2!-5" 3'-7" 4'a-9" 5!-10" 7'-2" 8-4" 9'-6" , 10'-9" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Sc Joist Bearing Location Series I Depth I End Intermediate BCI 5000sa 9-1/2' 11-7/8" 2.8d 2-8d 2-8d 3_8d 14" 2-8d 1 5-8d BCI 6000se BCI 6500so 9-_l / T -11-7/8' 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 1-7/8" 2-8d 3-8d 14" 2-8d 5-8d 1 16" 2-8d 6-8d _F1 BCI 90so —1-7/8" 3-16d 3-16d 5-16d� 5-16d - d 6-16d SIMPSON MGT w/ (22) 1 Od NAILS TYP. GIRDER TRUSS 7� r- 2X TOP PLATE 5/8"9 THRU BOLT 2 X B.U.0 SIMPSON MGT wl (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION A/C CHASE 4"PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. install tight to top flange. SLEEVE THRU STEM-/' SEE PLAN FOR 0 FOUNDATION INFO 4* STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V1/4"-2"gap Backer Block "Top Mount" "Face Mount" Backer 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" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger C flange is laterally supported by joist hanger./doesn't meet ,8 height requirements -T/0.6 X Joist D depth I —JOISTS BUCKETS N.T.S. (2) #5 REBAR A/C CHA SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN "-%NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 1 1OA.5i x 11/2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' oil CENETERED @ PI�E PENETRATION� 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE& REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION A rPVC OR SCH40 SLEEVE 1__ PLUMBING LINE A/ .4 z 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 4 A SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE Aq. A . AIV CD CD 13 04% L w6d U) 27 V) 0 Cz 0 LU -a) Ln CD r-- C-4 LU C', LP w cl, T 12 -'s u R 0 2 cz, a U. Go 5 I < 1!�� F- U.) CD a Al I -D�C "r z; 00 0 6 LC z au 16 ai 2 CL LU -?c z 0 0 104 fali ca Ma z ta M E lum 111' 0 /If/,* UA 0 -**- w E e) e? C.) N 43 0 F I - Az. ........ "?OFES5\ Ox 11110 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LF= N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com UJ z LU Z_ 0 a ER Cn U N > UJ - 0 z i z z < W 0 Z UJ U -Ro r P 6 _J 606 U) L'U U, UJ < z z UJ T-4 Lr) LU < z 2: z t— LIJ M Cal o 00 z U U.1 UJ z T-q 13- V) 8 SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION NO. 4n0 SHEET NO. SN 1 Z_