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ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . I \ . . . . . . . . . . . . . . + + + + + + + + + + E? + + + 4. + + + + + + + + + + + + + + . . . . . . . . &D .. . . . . . . . . . . . . . . + . . . . . . . . . + + . . . . . . . . . . . + + + + 4 + + + (TYP.) V-0" V-0- + + + + + + + + + + + + -4 + + + + -4-1+ UJ + + + zlls�� 15/32" CDX + + M + 4 . . . . 4- + PLYWOOD OR + + + I I , , -- I I I - .. 7/16" OSB + 4 . . . . . . . . . . . . . . . . . . . . .. . . . . i- + + + b . . + +,++\ z + 4 . . . . . . . . + + + + + - + + 4- + + 4 + + F\+ + + 4- + + + + + + + + + + \-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. & 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: r 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 BackerBlock Thickness Filler Block Thickness Series 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 pariels, 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 I Double 2 x — lumber FILL CELL CONT. #5 STD. 900 BAR HOOK STD. 900 HOOK BOND BEAM CONT. #5 BAR #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 COW. BASE PLATE BEARING COLUMN 'PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 1� I Z ;,.�:MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. .1p 1/8" 2" max. Clinch nails when possible min. Small gap 2" min. 4" max. Web Stiffener Fasten L er Schedule __B_ Filler blocking 1/8"gap Joist Series Depth- earing End 2-8d 2-8d ocation Intermediate 2-8d BCI 5000s- 9-1/ 2' 11-7/ " 8 3-8d 5-8d 2-8d 3-8d 5-8d 14" 9-1/2' 11-7&'� 2-8d 2-8d 2-8d BCI 6000 BCI 650 1 14" 2-8d -6--8d 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 -------- --- 77 BCI 60s8 16" 1-74' 2-8d 24d 3-8d 5-8d 14" 16" 2 -#d_ 2-8d 6-8d stiffener 3-16d 5- -_ -16d — 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 2x4/Plywood/OSB web 2" min- 4" BCI 90SO 11-7/81, 14" 21-16d 5-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or max. 16" 6-16d 6-1 6d OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b 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 below.* consideration. Check _f local building C11/116" code for appropriate details in One 1 Od box areas=20 of high or--21 sinker 101.011 lateral load. nail each side atbearing. TANK-LESS—W/H___ 0 10-_0 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 51-0" STUB -OUT FOR L GAS METER 0 9 MEASUREMENTS ARE FROM FINISHED FLOOR t2 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL TY** "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUN' IF 001 RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4' @ 16" O.C. 71-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. (3) 16d TOENAILS 2" X 10' @ 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 211 X 4" @ 24" O.C. 6-11" (2) 16d TOENAILS 2" X 6- @ 24" O.C. 81-61 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-011 (2) 16d TOENAILS 211 X 1011 @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS D EgIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (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 t1m.1" 110d) nAk at A" n.r. Provide adequate bearing for each lapped joist. 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) 19 I g. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff 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 E 3" max JOISTS OFFSET Whe 13/4 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. �k A ROUND HOLE MAY 6-7 6'.� DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN %" C I%NTI I EVER THE WEB. PROVIDE AT IROI IND IN LEAST 3" OF CLEARANCE m CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' 8 V-0" 11�4" l-2" V-2" V-3" V-3" V-7" 11�-1111" 74" 7-9" 3'-2- 3!-7- _k6y_W"_Foi_st' 12 V-0" V-11" 1!-2" V-2" V-3" 1'-9" 74" 2!-11" 3�4" 4%2" 4%9" 5'-4" Span (ft) 16 1%0" V-1" l-2" V-2" V-7" 2'-5" 3-2" 3'-10" 4'-9" 5-7" 6'4" 7!-2" 20 V-0" V-11" 11�-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5!-11" W-111" 7'-11" 8'-11" 24 V-0" 11�-11" 11�-2" V-3" 7-5" 3!-7" 4-9" 5!-10" 7-2" 8-4" 9%6" 10!--9" 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. KNOCKOUT HOLES TURNED WITHER 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 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. N.T.S. JC SIMPSON MGT w/ (22) 10d 2L__� NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"D THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 10d NAILS TYP. TYPICAL SIMPSON MGT TO -UP COLUMN DETAIL BUILT TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. ':,�nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR A .,! .. 44 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2"gap— Backer Block "Top Mounf' "Face Mount" Backer block shall be fight 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. /ne stiffner as Web stiffeners are not required when top ired if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0*6 X Joist depth I -JOISTS BUCKETS N.T.S. A ff�� 6M� _;11 (2) #5 REBAR C CHASE 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 H 1 OA (WHEN SIMPSON H1 OA 1 11 Tj REQUIRED) w/ (118) 1 Od x 1/21' NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP 2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 4111iiiiII11=41111iiiii NOR PLUMBING LINE PVC OR SCH40 SLEEVE 4. d SEE FND. PLN. SIZE & R� 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ P IPE PENETRATION . . . A At V IPVC OR SCH40 SLEEVE r- PLUMBING LINE ..4 410. 'A A 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-011 PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE N;q [Al A 4 4 Aq . .4 A 4 4 4 SEE FND. PLN. SIZE & REINF. 1 1! , I . . I I ''I (D M < --- Q_ U) V) 0 C1 Q) C—/) 4--J U-J 0 Ln (10 U IS I �� UJ C) LL 00 CS a; 0 Al I WFD. A 'o V M z z 6- LU LL, 10 z 0 fol I M z IF q-), Col. J 4-:- <1 0 F. 7- A? C, To the best of the Engineers knoWedge, information and be;ief, the structural plans and specifications cDntained within these dr&Mngs comply with the 2017 Flodda Building Code - Residenbal 8th Edition. Engineers signature and seal Is only for the structural engineering pofflons of the drawing pages bearing Engineers signature and seaL LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 WWW LennarTampa.com z 89 u, K 6 -. t2 ff � (V LLJL_ > C)e 0 0 z z < < 0 z U 0z " M 196 Er It, 00 CD < z z LLJ ILI) Lij 2: W 5� C14 00 < z ca C-.4 N o6 z Z LLJ 0 T SCALE AS NOTED DATE 10/29/2018 TECH: MIAMES VERSION N 0' 4nO SHEET NO. SN 1