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QD r_ L2 LO :1; ZE LO CORNER OF HOME GARAGE SIDE C 9 r.") LO �0_ !-z k00 E am 101-011 TANK -LESS W/H H C G 000 U) < 51-0" 10, STUB -OUT FOR 11 11-011 C) C:, 191 GAS METER 0 7 -1 o — • 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. 111 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'.9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12" @ 16" O.C, 19'-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-11 " (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2- X 10" @ 24" O.C. 131-0" (3) 165,d 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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . .. \ . . . . . . . . . . . . . . + + . . . . . . . . 2 . . . . . . . . . . . . . . . . 9 . . . . . . . . . . . &D I . . . . . . . . . . . . . . + + . . . . . . . . . . + + . . . . . . . . . . . + + + + + + '4' (TYP.) 6'-0" 6-0" ------ 7 + + + + + / + + + 4 + + + + + + + + + 4 + '"'TY + + + + + + + 4 + + 4- zL 15/32" CDX < . . . . PLYWOOD OR + + + + + + + +Z+ + + + . . . . . . . . + + I + I + 7116" OSB + + + + . . . . . . . . . . . i- + + 4 . . . . . . + + + 4 . . . . . + + . . . . . . . . . . . . . . + + -4- 4- 4- + + + + +K\+ + + + + + + + + + \-RIDGE LINE 140 MPH 0103 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�1 13 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 §-HANK 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 BCI Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" 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 2 x — lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —1 FILL CELL—\ STD. 90* HOOK BOND BEAM LU STD. 900 CONT. #5 CONT. #5 BAR HOOK BAR E F I F #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 RE9D 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 posts fr above to bearing bell STUDS SECTION @ INT. BRG- WALL N.T.S. 1/8" min.. 2" max I Small gap 2'min. " .. 4 max. Clinch nai when possible ls 1) Support back of web during nailing to prevent damage to 7i web -flange connection. 2) Block solid between joists for full length of span. Tight tit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Pl wood/OSB web stiffener 2" min, 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" . 16" 6- 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)/8" 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 wl 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 *Non -stacking walls over squash=20 blocks and 0' require additional wall or beam below.* consideration. Check local building code for appropriate /16" details in One 10d box kor--20 areas=20 of high N sinker lateral load. nail each side at bearing. Squash block _J (2x4 minimum) Bearing wall, Versa -Lam LVL or 0 Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges . BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or __r�l ;z t7 ,Y� Provide adequate bearing for each lapped joist. 10d 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) 2K 1 L Web Stiffener Fastener Schedule Joist Bearing ocation Series Depth End I Intermediate BC15000s 9-112" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI 6500sw - 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 60se 11 -7/8" 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s(T 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16d 6-16d SIMPS( w/ (22)' NAILS 1 5/81 THRU BOLT SIMPS( w/ (22) NAILS I 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 Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam 1I Joist When joists meet over wall, provide 1-13/4" minimum bearing for each. I -Joist can be offset Pit " Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. t 0-- D ;i -DO NO 1Y2" ROUND HOLE MAY 6 6" CUT HOLES CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT # ROUND IN LEAST 3" OF CLEARANCE MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN CANTILEVERS. FROM OTHER HOLES NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSLI 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. 2" KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y 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. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. I ��Install tight to top flange. SLEEVE THRU STEM 4 .......... >��, SEE PLAN FOR —" �J FOUNDATION INFO 4' STEM FOUNDATION Filler block. Nail with 10-10d nails. Install tight to top flange. Backer block required where top mount hanger load exceeds 250 lbs. V1/4"-2" gap— Backer Block,_-'-�Jz= "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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height V requirements 7. 0.6 X Joist // I J depth D / . I —JOISTS BUCKETS N.T.S. GRADE REINF. S EE PLAN 4 I L '77A*/I- HASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. INSTALLATION (@ MID SPAN SIMPSON H10A w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-11 CENETERED @ PIPE PENETRATION A PVC OR SCH40 SLEEVE PLUMBING LINE A A \A A SEE FIND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION—\ PLUMBING LINE .. 11- A q, 61 1 1 Tllk� V, SEE FND. PLN. SIZE & REINF. 1H j QD 12 co 0. C> (0 _J a- 53 CZL/71 0 Q) C—/) 4--1 LU 0 -a) Ln (.n NY E 0 CR" M U An C, U-1 F= win , W M C) Co M -0 C') _r 0 �5 C14 18 I- U- 5 r� .cr OM U) M < 0 A I i— D. 0 CD. s? C> LAI LU U Z5 cL C. _S,� 10 z 0 2 U) E z 4C . a 0 LL LU %III f!*�- . WW rw A I kj V V I- 00 S E C-7) o t Q S\ F1_0 ........ *'* �1. 0 1- E S S, % 0 N\N 00N '1�1(1111mktl To the best of the Engineers knowledge, information and belief, wi I the structural plans and specifications contained thnthese 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 bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �3 0 Z 0 Lu IED ZZ 8 Uzi 8� _J LU 0 co L_ 0�- Lu z 0 z z 2: < 2: Mr z _J W un Z:) M 5< 1� OZ CC Lu Ln C/) g Z<nn� w W, u! < Z Z 0 S-) Ln U-1 < < z < uJ u-25 MZ8 U z 00 4 Z 0 z U-1 T SCALE AS NOTED DATE 3/29/2018 TECH: MIAMES VERSION NO 5ol SHEET NO. SIN 1