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<br />00
<br />70
<br />-t'l CORNER OF
<br />HOME
<br />CD
<br />GARAGE SIDE
<br />CD
<br />-0
<br />:2
<br />C)
<br />00
<br />101-011
<br />TANK -LESS W/H
<br />H C G
<br />000
<br />51-01'
<br />0
<br />- CD
<br />STUB -OUT FOR r b 0 -1
<br />GAS METER 01 e -1 0 Lo
<br />C,4
<br />MEASUREMENTS ARE FROM FINISHED FLOOR
<br />ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
<br />ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
<br />GAS CONNECTION DETAIL
<br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
<br />RAFTER SPAN TABLE
<br />MEMBER SIZE AND SPACING
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS*
<br />2" X 4" @ 16" O.C.
<br />T-5"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 16" O.C.
<br />10'-8"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" O.C.
<br />13'-9"
<br />(3) 16d TOENAILS
<br />2- X 10" @ 16" O.C.
<br />16-5"
<br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19-4-
<br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />6-1 1'
<br />(2) 16d TOENAILS
<br />2" X 6" @ 24" O.C.
<br />8'-6"
<br />(2) 16d TOENAILS .
<br />2- X 8" @ 24" O.C.
<br />111-01,
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" 0. C.
<br />'IT-011
<br />(3) 16d TOENAILS
<br />2" X 12" @ 24" O.C.
<br />15-4-
<br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />SOUTHERN YELLOW PINE, 55 PSF LOADING 1
<br />RVA
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<br /><
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
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<br />\-RIDGE LINE
<br />140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />15/32"CDX
<br />PLYWOOD OR
<br />7/16" OSB
<br />OU r'%IIMU 0F1MI14rX INMILO kW V V.1— L-UUF—O Ct
<br />4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
<br />0.113 INCH NOMINAL SHANK DIAMETER
<br />0.113 INCH NOMINAL SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER
<br />0.280 INCH FULL ROUND HEAD DIAMETER
<br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
<br />FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
<br />NOTE:
<br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
<br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
<br />Backer and Filler Block Dimensions
<br />BCI Joist
<br />BackerBlock
<br />Series
<br />Thickness
<br />Filler Block Thickness
<br />3/4" or 7/8"
<br />5000s 1.8/1.7
<br />wood panels
<br />1
<br />Two 3/4" wood panels or 2 x
<br />1-1/8" or two 1/2"
<br />6000s 1.8/1.7
<br />wood panels
<br />2 x + 5/8" or 3/4" wood panel
<br />1-1 /8" or two 1/2"
<br />6500s 1.8/1.7
<br />wood panels
<br />2 x + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602,0
<br />wood panels
<br />2 x + 5/8" or 3/4" wood panel
<br />.902,0
<br />2 x — lumber
<br />Double 2 x — lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking--,
<br />1/8" gap
<br />11 �,
<br />—i
<br />FILL CELL--\ STD. 90' HOOK BOND BEAM
<br />LU
<br />< STD. 900
<br />CONT. #5
<br />>
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />2nd FLOOR
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN
<br />PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<br />SHEATHING PER PLAN
<br />COLUMN AND
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKINGrrJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br /># OF 2nd FLOOR
<br />Solid block all posts from
<br />STUDS
<br />above to bearing below.
<br />SECTION @ INT. BRIG. WALL
<br />N.T.S.
<br />1/8" min 2" min.
<br />2" ' ) Small gap
<br />"
<br />ma
<br />.
<br />4
<br />max.
<br />/71
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PIywood/OSB web stiffener 2" min.
<br />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.
<br />- Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
<br />top flange of joist. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor cohimn w/ ln;;d.q
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 plf max along load bearing wall.
<br />Load bearing wall must stack
<br />*Non -stacking walls
<br />over squash=20 blocks and
<br />require additional
<br />wall or beam below.*
<br />consideration. Check
<br />local building
<br />code for a ppropriate
<br />details in
<br />1--or--20
<br />One 1 Od box
<br />areas=20 of high
<br />sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVIL or
<br />0
<br />Glulam Beam
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES
<br />DO NOT cut, notch
<br />or drill flanges
<br />Boise Joist Blocking
<br />Use 3" (1 Od) nails at 6" o.c.
<br />Load bearing walls -7
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 pif max. along bearing wall
<br />Required on interior walls : - for vertical load transfer 10
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or 2
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing ocation
<br />Series Depth End Intermediate -
<br />F—
<br />BCl 5000so-191--7/8"I
<br />1/2"
<br />1 2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />R
<br />BCI 6000s
<br />BCI 6500s 8
<br />9-1/2"
<br />11-7/81,
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI 60se
<br />11 -7/8"
<br />2-8d
<br />3-8d
<br />14!:�
<br />—2-8d
<br />5-8d
<br />16"
<br />1 2-8d
<br />6-8d
<br />BCI 90se
<br />11-7/8"
<br />1 3-1 6d
<br />3-16d
<br />14"
<br />� 5-16d
<br />5-16d
<br />6-16d
<br />SIMPSC
<br />w/ (22)
<br />NAILS I
<br />5/81
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS I
<br />RTRUSS
<br />'OP PLATE
<br />I.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />AIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20
<br />Plumbing HETAL20 INSTALLATION
<br />11=�,
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Joist
<br />When joists meet over wall, provide
<br />13/4" minimum bearing for each.
<br />I -Joist can be offset
<br />pl� IF
<br />"
<br />QY,-' Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist
<br />for each lapped joist.
<br />blocking panel *Non -stacking walls
<br />nails quire additional consideration.
<br />-N IN
<br />SECTION T. BRG. WALL re
<br />(U-)
<br />N.T.S.
<br />MINIMUM SPACING 2x GREATEST
<br />DIMENSION OF LARGEST HOLE
<br />D
<br />(KNOCKOUT EXEMPTS)
<br />(see table below)
<br />D
<br />(see table below)
<br />0— 11
<br />-4
<br />A 1Y2" ROUND 6" 6" -DO NO
<br />tit CUT ANYWHERE IN AC -
<br />HOI F MAY CUT HOLES
<br />CANTILEVER LARGER THAN 1Y2"
<br />THE WEB. PROVIDE AT #ROUND IN
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,,
<br />NOTES:
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
<br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<br />5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
<br />MEMBER CONDITIONS.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
<br />THE LARGEST HOLE.
<br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
<br />UP OR DOWN.
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
<br />HOLE CUTTING CHART
<br />N.T.S.
<br />up to 3
<br />to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />A
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min.)
<br />Nail with 10- 1 Od nails.
<br />Install tight to top flange.
<br />SLEEVE THRU STEM
<br />- 0 -- A
<br />SEE PLAN FOR
<br />FOUNDATION INFO 4*
<br />STEM FOUNDATION
<br />Filler block.
<br />Nail with
<br />10-1 Od nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />Install tight to top flange.
<br />A1/4"-2" gap—��
<br />--1
<br />Backer Block,_---, -:2z,
<br />"Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be fight
<br />to bottom of top flange with to top of bottom flange with
<br />1/4%2" gap at top of bottom 1/4%2" gap at bottom of top
<br />flange. flange.
<br />Web stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />eb stiffner as
<br />height
<br />E 11 requirements
<br />7
<br />0.6 X Joist
<br />T/ D depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />REINF. SEE PLAN
<br />(2) #5 REBAR
<br />'LA/C =HASE 4- �PVC
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />SIMPSON HETA20 HETAL20
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />LOCATION OF
<br />SECOND H10A
<br />3
<br />0 (WHEN
<br />SIMPSON H10A
<br />w/ (18) 1 Od x 1 1/2" REQUIRED)
<br />NAILS
<br />U PLI FT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />0151 3
<br />I A
<br />10 1 /2-
<br />X
<br />TYPICAL SIMPSON MTS
<br />HTS INSTALLATION
<br />TOP (2) #5's x 4'4'
<br />CENETERED @ PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />12" BELOW
<br />PIPE VERTICAL THRU FND.
<br />GRADE
<br />TOP (2) #5's x 4' 0"
<br />P
<br />CENETERED @ Pl- E
<br />PENETRATION
<br />A
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />T,—
<br />A ..4
<br />A
<br />4
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENETERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />4- 4
<br />-11E 11--i A 4
<br />SEE FND. PLN.
<br />SIZE & REINF.
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition, Engineers signature and seal is only for
<br />the tructural engineering portions of the drawing pages bearing
<br />Engsineees signature and seal,
<br />LENIVAM
<br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE AS NOTED
<br />DATE 3/7/2018
<br />TECH: JMUROSKI
<br />VERSION NO
<br />4mO
<br />SHEET NO.
<br />SN 1
<br />of.
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