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T3 CORNER OF HOME GARAGE SIDE 00 21 E 3� DOI ;1; J� I — — — I 101-091 TANK -LESS W/H H C G 000 51-011 STUB -OUT FOR GAS METER 0 LO 1C!1?4 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEF7 (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-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-8-1 (2) 16d TOENAILS 2- X 8- @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19-4- (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24" O.C. 61-11' (2) 16d TOENAILS 2" X 6" @ 24" O.C. V-13" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 1-0" (2) 16d TOENAILS 2- X 10- @ 24" O.C. 131-011 (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 W. ROOF DIAPHRAGM NAILING SCHEDULE PIMP 1 IM: . . . . . . . . . . . I \ . . . . . . . . . . . . . I- +i + + 4 . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . . . . . . . . . . . . . . . . . . 4 + + + + . . . . . . . ... . . . . . . . . . . . . + + + + + 4- + 1-0.1 (TYP.) 6'-0" +/ 6-4- + + + 4 + + + + + + + + + + + _1__+ + 4 4 4 + + + + + + + + + + 4' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + +++ + + + + + + + + + J- 4. 4- + + +K+ +++ + 4- 4, 4, . + 0-i 15/32" CDX PLYWOOD OR 7/16" OSB I `—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: 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 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 1.8/1.7 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 1 90 .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 (n Lu STD. 900 CONT. #5 > HOOK BAR � I STD. 90' HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od GIRDER TRUSS NAILS TYP. CONT. #5 BAR 5/81 L2X TOP PLATE #5 CONT. 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 'J�; �r_�_PLYWO'OD SEE PLAN FOR REQ'D FLOOR COLUMN AND CONNECTION SHEATHING PER PLAN TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID 01 nr1V1K1r_1 Tr% RAATr'U Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. small gap 2" min. 2" max.. 4" max. Web Stiffener Fastener Schedule Joist B aring Location Series 11 pth I End intermediate 9-1/2" 2-8d 2-8d BCI 50OOsP 11-7/8" 2-8d 3-8d 14" 2-8d Clinch nails 9-1/2" 2-8d 2-8d when BCI 6000s" 11 -7/87- - 2�8d 3-8d possible BCI 6500se- 14" 2-8d 5-8d 1 jz" 1) QA 9z QA 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 77 Tight fit ------------ BCI 60s@ 11-7/8" 14" . 2-8d 2-8d 3-8d 5-8d 16" 2-8d 6-8d 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/PIywood/OSB web stiffener 2" min. A'- BC, 90so 11-7/8.1- 14" � 3-16d 5-16d 3-16d 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 ,tax. 16" 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" 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 1500ib. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls for vertical load transfer Plumbing Vertical load transfer 1900 pff max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls blocking and wall or beam below.* wall or beam below.* require additional Joist consideration. Check local building When joists meet over wall, provide I -Joist can be offset code for appropriate 13/4" minimum bearing for each. Ix up to 3" to avoid details in One 1 Od box vertical plumbing areas=20 of high or--20 s inker lateral load. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide a Jequate bearing Use 10dx3" nails at 6"o.c for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block Od nails require additional consideration. (2x4 minimum) SECTION @ INT. BRG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST CKOUT'S) Z�WED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 611 A %2" ROUND HOLE MAY 6" 6-1- DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT 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. 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. %" 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. Joist hanger I.0 SIMPS( w/ (22) - NAILS 1 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.) .71J� �11 Nall with 10- 10d nails. >-, nstall tight to top flange. SLEE, E I HRU STEM x_ SEE PLAN FOR-,-' 4T I . .? 4 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 Mount' "Face Mount" Backer block shall be fight Backer block shall be fight to bottom of top flange with to top bottom ange 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 flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN tvi- %,nmor + rvu 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 SIMPSON H10A (WHEN w/ (18) 1 Od x 11/2" REQUIRED) 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 r%lr%r- % 1r-r%-"10% A I -T-# lr.%i 1 r-1k 1� TOP (2) #5's x 4'-0"_ PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION 4 4 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 4 T. 4 A-0 -i:� �d 4 A A A SEE FND. PLN. SIZE & REINF. Cz 4--J 0 LU Lh Of 0 :0. C) 0 co UD, r' cl. 0 D c. 0 rq cc z 1z LL LU LU A6; J z 01-4" U) -11,g z U) 0 S L < 0 F U 0 F E S Z' 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com N Ce z 31 �i 96, U) LU F- z z CU ;or 0 CC =5 U F_ C M 0 1�6 ej 0 U) < Z Z LU Ln U.1 a U rn < z V ILD Z Z t- U LU u, z 0 r_1 06 T__I CL V) LU 2 S SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION No' 4n0 SHEET NO. SN 1