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C'4 C) CD c14 -4-1 CORNER OF �2 - HOME 'E GARAGE SIDE C� C) c14 t-;z � oo (D E M 101-01, TANK -LESS W/H H C G 00 0 u) 51-01' < 0 0 STUB -OUT FOR 0 -1 L L0 GAS METER 0 -1 0 C:) I 0 04 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'-9" (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 2" X 4" @ 24" O.C. SA" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-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. 15'41' (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 + + + + 4 + + + + + + + + + + 9 + + + + + + + + + + + + + + . . . . . . . . . . . �0 . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + + + + 1-01, (TYP.) _0 6-4' 6-1)" +/ + + + 4 + + + + + + + + + + + + + + + 4 LU + + + + + 15/32" CDX + + . . + + + . . PLYWOOD OR C3 + + . . . . . . . + 7/16" OSB + + + + + + + + + + + + + + + + + + + + 9 . . . . . . . .. + 4 . . . . + + . . . . . . . . . . . . . . . 1++[�__�4_4_4-z+ \"++K++++++++++ 4-4-4- +1 \-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. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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 0280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH J* FOR 8d RING SHANK NAILS 0.113x2x3/8" RING SHANK COIL GUN NAILS MAYBE 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 Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1 �8/13 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 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x — lumber I Double 2 x — lumber 1 1 FILL CELL Cn LU E STD. 90' CONT. #5 HOOK BAR STD. 90' HOOK BOND BEAM SIMPS( w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/81 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BONDBEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND 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 r STUDS above to bearing bel SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ap 2" min 11 ) Small g 2 " max. 4 ma Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. z z 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. 2x4/PIywood/OSB web stiffener 2"�min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16 6- - 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 wl loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over sh=20 blocks and squ: require additional wall orb am below.* consideration. Check local building a__:0 code for appropriate details in 1--or=20 One 1 Od box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam VL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap - Boise Joist Blocking Use I" N Od) nails at 6" o.c. 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) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf 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 t7 Web Stiffener Fastener Schedule Joist Bearing ocation Series I Depth I End Intermediate BCI 5000s 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d —5-8d BCI 6000se SW 9-1/2" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d Ba 90SV 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d 11 16d 6-16d 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 SCHEDULEFOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION 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. kJoist can be offset up to 3" to avoid 'au '00' Whe C1'3 4 vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. Q0 t — P!��A i L -71 ROUND HOI F MAY \-DO NOT CUT HOLES 6"r' 6"' REIN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 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. 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 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. THE LARGEST HOLE. 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. N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nai I with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM A .. ' ' . � .4 1. ' 4 SEE PLAN FOR---' FOUNDATION INFO Install tih'to top flang _M e Tr�'r 4 STEM FOUNDATION r__ GRADE _MEAKIE OCC ni AKI Filler block. N il��vi 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 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 stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - requirements 7.1 0.6 X Joist 7 D depth z I -JOISTS BUCKETS N.T.S. JC t-vu unmar- rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. INSTALLATION MID SPAN NZ; NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A i10 1 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS LIPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0 CENETERED @ PIPE pVC OR SCH40 SLEEVE PENETRATION .4' 4 4 4 4 A SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' _01.___ CENETERED @ PIPE PLUMBING LINE PENETRATION L ..4 A A SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 41-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 4 A<. A . A A .4 IIF SEE FND. PLN. SIZE & REINF. (D !;2 :�, - C) C) co CN V, Q) C-0 Lu (n LU 0 Ln Elf Ln =3 E 0 U 04 LU E C) tm-m C M Cl) 0 WIN _T_ a) 2 -00 CKIJ 0.2 0 3� $ -I-- U_ 00 -5 -00 co r".1 _Ie .< 0 0, 0 w -14 izz, Ca. c:) Lo 0 73'- acL < 6 AI �CBDC Z3 0 z I" sh U) o? LL1 LU -E z 0 o #%ml! Z WL LLL1 \�> 't, 0 -CC,. 44 . 0 %. C-1 F .,. - N R 0 F E S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florda Building Code - Residential 6th Edition. Engineers signature and seal is only for st the ructural engineenng portions of the drawing pages bearing Engineers signature and seal. L E N I Mo AIAA L R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 ww LennarTampa.com Oz 0 z9 > z a. uj < of 400 0 < D z z m Lu Z j C u �8�c �@ < Cf) 01- w a- LU — ?� 0 2: u > z z < z 0 < �w 9z c) ul 02 P i.- , 0 rN, C/) z I- Lu <, 0 z z r-. T__4 U U.J _J Lr) uj u- 5 vo '<D z E3 ) �j 0 Z z =<O �') ,, a RZ 0 ;.0 ob Z fs UJ 0 A < Lu rn T__4 SCALE AS NOTED DATE 10/2/2018 TECH: M3AMES VERSION NO 4s0 SHEET NO. SN 1