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.14 F3 M �0 011 P1 0 10 2 LO 0 - - - - - - - - - - - - - - - — — — — — — — — I I I 1 I I I — — — — — — — — — — — — — — — — — — — — — — — 101 -091 TANK -LESS W/H CORNER OF 7 1 1 1 HOME--// H C G GARAGE SIDE 000 0. 5-1-07 STUB -OUT FOR -019 _J -1 GAS METER 0 U-) 8 - - - - - - - -- #i __V , - - - - - - - - - - - - - - - - - - - - - - MEASUREMENTS ARE FROM FINISHED FLOOR 0 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 71-5-1 (2) 16d TOENAILS 2' X 6" @ 16- O.C. 10141 (2) 16d TOENAILS - 2' X 8- @ 16' O.C. 131-9-1 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-51' (1) SIMPSON HTS20 OR (3) 16d TOENAILS - 21' X 1211 @ 16- O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24- O.C. 61-1" (2) 16d TOENAILS 2" X 6- @ 24- O.C. 8'-6n (2) 16d TOENAILS 2" X 8" @ 24- O.C. 11 1-0" (2) 16d TOENAILS 2' X 10' @ 24' O.C. 13'-0" (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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Uri . . . . . . . . . . . . . . . . . . . . . . . . . ... . + . . . . . . . . �? . . . . . . . . . . . . . . . . . . . . . . . . . . . &D . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . . + + + + 4 + + + + V-0- .-0. (TYP-) V-0- + -0"(Typ) oe + +/ + + + 4 + + + + + + + + + + + + 4 + 1 + uJ + + _+ — 15/32"CDX J + - + 4 Co + 4 . . . . + + PLYWOOD OR + + + + -+ .. . . . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + 7/16"OSB + . . . . . + + 4. + 4, 4, /++ + + . . . . ... \ + I -KIDGE LINE 4- 4- 4. 140 MPH 003 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: l) 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 BCIOJolst 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 2x + 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 Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8" gap NIt FILL CELL-\ STD. 90* HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od co NAILS TYP. �GIRDERTRUSS STD. 900 CONT. #5 CONT. #5 BAR 2X TOP PLATE HOOK BAR 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 PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrrJI MA N Y WALL INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small gap 2" min. I I 2" " . 4 max. __TClinch nails when e possibi 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x41PIywood/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- max. 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 Yg' 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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 pff max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0 require additional consideration. Check wall or beam below.* w local building code for appropriate, details in One 10d box J areas=20 of high 6 or--10 sinker lateral load. nail each side atbearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --i DO NOT cut, notch or drill flanges Boise Joist Blocking t1stp.3"11flidl nRikatIS"n-c- QT�-' Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL 1 N.T.S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) higher than 15001b. 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 ........... _;Jz ............. 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 F-When joists meet over wall, provide 1 13/4" minimum bearing for each. I -Joist can be offset Web Stiffener Fastener Schedule Joist Bearinq ocation Series I Depth I En Intermediate BC1 5000sp 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000se-i-1--7/r BCI 6500se 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC1 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d Bcl gosO 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d " 16d 6-16d Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. M A In* ROUND HOLE MAY DO NOT CUT HOLES 6" BE CUT ANYWHERE IN 6" 6"' CANTILEVER LARGER THAN 1Y2- 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 %2' 8 V-0" V-11" V-2" V-2" V-3" V_3" V-7" V-1111" 2-4" 2-9" W-2" 3�4" Any 16" joist 12 V-0" V-11" V-2" V-2" V-3" V-g" 2-4" 2�-1 1" 3!-7" 4!-2" 4-9" 5-4" Span (ft) 16 V-0" 114" V-2" V-2" V-7" 7-5" 3!-2" 3--10" 4!-9" 5�4' 6-4" 7!-2" 20 V-0" V-11" V-2" V-2" 2'-0" 3'-0" 4'-0" 4--10" V-1111" W-11 1" 7!-11" W-11 I" 24 V-0" V-11" V-2" V-3" 2-5" 3-7" 4'-g" 5!-10" r-2"' 8'4" 9-6" 10'--9" 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 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' 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. JC 5/8"0 THRU BOLT I.0 SIMPSC 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.) Nail with 10- 1 Od nails. top flange. _�>Install tight to SLEEVE THRU STEM.-/ SEE PLAN FOR--' 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. /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"gapattopofboftom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger eb stiffner as flange is laterally supported by joist hanger. doesn't meet height requirements dc /he re, 0 6 X Joist epth I -JOISTS BUCKETS N.T.S. 'Ilia 4 (2) #5 REBAR A/C 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 REQUIRED) wl (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 0151 10A X1 1/2' TYPICAL SIMPSON MTS HTS INSTALLATION TOP 2 #5'sx4'0" CENETERED, @ PI�E� PENETRATION i 12"BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A. 4 SEE FND. PLN, SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE /,r-- PLUMBING LINE ..4 41 a. F -4 4 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 4 41. A 4 A-0 --i::: .0 4 4 _7A JeA ' . .. . - . 1�11 A SEE FND. PLN. SIZE & REINF. :z "::r- Cl- E3 U) :z Ln 0 (3) C_/3 4--J Lu (Z n U 0 Ch Of CD LU I so = * 04 gig= U I U_ 00 00 fil- I M A I -a we N-C-B-D-C 'r E; 4A Ru U) i P aLU LU z . 0 4D fA U1 WL a 0 W , G.0 om SE % 400t < o ,,si <1_ - Q t-- F ........ �90FESSJCI To the beat of the Engineer's knowledge, inforrnation and beiief, the structural plans and specifications contained within these drawings cornply with the 2017 Florlda Building Code - Residential eth Edition. EnginWs signature and seal is only for the structurell 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 00 z U, < U) o F- LLJ 0 > z _0 %%.00 0 > Cr =5 U (n .120 P Sit og U) LU z Ln z N In z cn M Cal r-I T z z t W 0 rn 00 T-4 15 a- T V) a SCALE AS NOTED DATE 4/13/2018 TECH: UROSKI im VERSION NO 4ol SHEE7 NO. SN 1