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UJ _J M < 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINF . . . . . . . . . ... . . . . . . . . . . . . . . .. . + + + 9 . . . . . . . . . . . . . . + + . . . . . . . . . . . Zo . . . . . . . . . . . . . . . + + . . . . . . . +\ . . . . . . . . . . . . . . . . + + + 4 + + + ._011 (TYP.) 6'-0" +/ 6-4- + 4 + + + + + + . . . . + + 4 + + + + + + + 4 . . . . + + + + F + + 4 + + + + + +++++ + ++ + + + + + + ++++ ++++ ++++++++++ 4- 4 + + + + + + + + + + + + + + + + + + + + + + + + + + 1\+ + + + + + 1 4- -4- + UJ 15/32"CDX PLYWOOD OR 7/16" OSI3 '--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 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 0 BCI Joist Backer Block 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 1.8/1.7 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 FILL CELL—\ STD. 90' HOOK BOND BEAM C uJ Ir 77�s_ < CONT. #5 CONT. #5 > STD. 900 BAR HOOK 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 CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ,,�PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI 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 "I NT. BRG. WALL DOUBLE JOIST CONSTRUCTION (U—) N.T.S. (Not required if both loaded equally from above) Filler blocking 1/8" min. Small gap 2" min. 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule 1 Joist Bearinq Location S De End Intermediate Serie pth 9-1/21, 2-8d 2-8d BCI 5000sP_� 11-7/8" 2-8d 3-8d Clinch na 2 1�V --- 2-8d _5_-8d__ ils --�` // i ____ ____ __ 9-1/2" 2-8d -8d when 1 BC16000s 11 -7/8" 2-8d 3-8d possible BCI 6500 14" 2-8d 5-8d SO�LL -- - 16" 2-8d 6-8d �11_214'1 8d 3-8d 1) Support back of web during nailing to prevent damage to web -flange connecton. BCI 60so 14" 1 2-8d 5---8d- 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 -7/8" 3-16d, 3-16d 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. 1 BCI 90SO L 14.----5-16d_L__ 5 16d 4" m : required when indicated or . 16 6-16d 6 16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - 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 DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non -stacking walls w wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 101-011 at bearing. M r- L CORNER OF C14 HOME GARAGE SIDE I C'4 (D E M .1 1 L H C G 000 U) < 51-011 STUB -OUT FOR C:) GAS METER 0 0 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'41 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16f.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. 6-1 (2) 16d TOENAILS 2" X 6" @ 24- O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 1-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" 1 (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 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I 1 4 nAl --:I- C11 Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) . 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 " Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. t 0—L-0 El 1% 1 6"7 6" 1:51: UU I ANY WHERE IN CANTILEVER LARGER THAN 1Y2" A %" ROUND HOLE MAY -DO NOT CUT HOLES THE WEB. PROVIDE AT 71 e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE KNOCKOUT HOLES TURNED WITHER 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 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 SIMPSC w/ (22) NAILS I 5/81 THRU BOLT SIMPS( w/ (22) - NAILS 1 R TRUSS 'OP PLATE I.0 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 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM 'I '>< SEE PLAN FOR FOUNDATION INFO 4 E -OR �7 � 4FO STEM FOUNDATION Nail with Filler block. 10-10d nails. Backer bloc I k required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount' "Face Mount" Backer block shall be tight 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. Web stiffeners are not required when 'op required if hanger flange is laterally supported by joist hanger doesn't meet height eb stiff ner as requirements p re, c e /rd he re, 0. T_ 0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR '��—NC CHASE 4' �PVC 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 A 110 1/7 REQUIRED) wl (18) 1 Od x 1 1/2" NAILS # UPLIFT = 1015# TYPICAL SIMPSON H 1 OA INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE: PENETRATION 12" BELOW GRADE .4 4' A. 4. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & R�ILF.� PIPE VERTICAL THRU FND. TOP (2) #5's X 4' 0" PENETRATION—\ CENETERED @ PI�E A PVC OR SCH40 SLEEVE r- PLUMBING LINE A/ 0. 'A q 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- 4 N;9 [41 44. 4 . 4 AV tA . A A A SEE FND. PLN. SIZE & REINF. W CD CID 93 < 0 C_/3 4--J LU (10 C� U — 0 LU ('n r- E 0� I 0`1 67 E I �,24 " M.M. R 8 a i 1 M ce) 0) r- Co C', 0'a (714 -2 C�. = U_ co, .00 < 0 CD C) Lo 73*- 6 A 1 N H D 4F� 0 7, - U) r1l, r-- 6 Le Rd rJ 0 U, 44 11� B — 4i Cp 43 -z -F z 0 -0&5; - 10 /0 Ile 43 a'AffiK& J;, X M l It ,u 9�1 To the best of the Engineers knowledge, information and bellef, 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 structural engineering portions of the drawing pages beating Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com IS 0 z 0 z g z < z g o: of 0 z 0 z a Lzu Z U, Co a 8 �E L_ W LLJ I:X Z§ > > F- z z a 2: a) z < 0 U W Ln 0 2E 0 0 M 186 Ln C-4 < za 0 �2 U<1 2: U- z z LLJ _J Ln di L:j U, < < < z 0 z kD IT Z U Ln 1<2 z 0 co 0 Cn z :5 U.J rn :J z < LU 11 SCALE AS NOTED DATE 4/12/2019 TECH: IBERCHAL VERSION NO 5al SHEET NO. SIN 1