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ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE U, 44-
<br />PLYWOOD OR
<br />7/16" OSB
<br />++ + + +
<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 />8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
<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 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 0.280 INCH FULL ROUND HEAD DIAMETER
<br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
<br />NOTE: ' FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
<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 />+ +
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ + + + +
<br />+
<br />+
<br />+
<br />+ +
<br />+
<br />Backer and Filler Block Dimensions
<br />BCIOJoist Backer Block
<br />Series
<br />Thickness Filler Block Thickness
<br />3/4" or 7/8" Two 3/4" wood panels or 2 x _
<br />5000s 1.8l1.7 wood panels
<br />1-1/8" or two 1/2"
<br />6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel
<br />902.0 2 x _lumber Double 2 x _lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filter blocking
<br />1/8" gap
<br />VR SH0 SEV
<br />LMIG LN
<br />EN. PN
<br />IE & RIF
<br />FILL CELL STD. 90° HOOK BOND BEAM
<br />W
<br />LU
<br />FrT7
<br />STD. 90° CONT. #5
<br />CONT.I HOOK IF —
<br />BAR
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />SIMPSC
<br />w/ (22) '
<br />NAILS 1
<br />5/$"0
<br />#5 CONT. THRU
<br />FROM BOLT
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<br />COLUMN AND SHEATHING PER PLAN
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all posts from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION @INT. BRG. WALL
<br />N.T.S.
<br />1/8" min.
<br />2" }Small gap 2" min.
<br />max. � 4 max.
<br />4
<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 10d nails 2x4/Plywood/OSB web stiffener 2" min.
<br />required when indicated or 4" max.
<br />2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c,, clinched when possible. Stagger rows from opposite - Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />DOUBLE JOIST CONNECTION topflangeh joist.
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 p►f max along load bearing wall.
<br />Load bearing wall must stack
<br />*Non -stacking walls over squash=20 blocks and
<br />require additional wall or beam below.*
<br />consideration. Check
<br />-_ local building
<br />code for appropriate 1116"
<br />details in One 10d box
<br />areas=20 of high or--20 sinker
<br />' lateral load. nail each side
<br />10 -0 at bearing.
<br />TANK -LESS W/H
<br />Boise Joist Blocking
<br />lJse 3" (10d) nails at 6" n-c-
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing -for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Web Stiffener Fastener Schedule
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filter blocking
<br />1/8" gap
<br />VR SH0 SEV
<br />LMIG LN
<br />EN. PN
<br />IE & RIF
<br />FILL CELL STD. 90° HOOK BOND BEAM
<br />W
<br />LU
<br />FrT7
<br />STD. 90° CONT. #5
<br />CONT.I HOOK IF —
<br />BAR
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />SIMPSC
<br />w/ (22) '
<br />NAILS 1
<br />5/$"0
<br />#5 CONT. THRU
<br />FROM BOLT
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<br />COLUMN AND SHEATHING PER PLAN
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all posts from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION @INT. BRG. WALL
<br />N.T.S.
<br />1/8" min.
<br />2" }Small gap 2" min.
<br />max. � 4 max.
<br />4
<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 10d nails 2x4/Plywood/OSB web stiffener 2" min.
<br />required when indicated or 4" max.
<br />2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c,, clinched when possible. Stagger rows from opposite - Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />DOUBLE JOIST CONNECTION topflangeh joist.
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 p►f max along load bearing wall.
<br />Load bearing wall must stack
<br />*Non -stacking walls over squash=20 blocks and
<br />require additional wall or beam below.*
<br />consideration. Check
<br />-_ local building
<br />code for appropriate 1116"
<br />details in One 10d box
<br />areas=20 of high or--20 sinker
<br />' lateral load. nail each side
<br />10 -0 at bearing.
<br />TANK -LESS W/H
<br />Boise Joist Blocking
<br />lJse 3" (10d) nails at 6" n-c-
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing -for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Web Stiffener Fastener Schedule
<br />max. � 4 max.
<br />4
<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 10d nails 2x4/Plywood/OSB web stiffener 2" min.
<br />required when indicated or 4" max.
<br />2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c,, clinched when possible. Stagger rows from opposite - Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />DOUBLE JOIST CONNECTION topflangeh joist.
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 p►f max along load bearing wall.
<br />Load bearing wall must stack
<br />*Non -stacking walls over squash=20 blocks and
<br />require additional wall or beam below.*
<br />consideration. Check
<br />-_ local building
<br />code for appropriate 1116"
<br />details in One 10d box
<br />areas=20 of high or--20 sinker
<br />' lateral load. nail each side
<br />10 -0 at bearing.
<br />TANK -LESS W/H
<br />Boise Joist Blocking
<br />lJse 3" (10d) nails at 6" n-c-
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing -for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Web Stiffener Fastener Schedule
<br />Boise Joist Blocking
<br />lJse 3" (10d) nails at 6" n-c-
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer
<br />when load bearing -for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing Location
<br />Series Depth End Intermediate
<br />®
<br />BC15000s
<br />9-1/2"
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-Sd
<br />BCI6000s®
<br />BCI6500so
<br />9-1/2"
<br />11-7/8"
<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 />BCI60s®
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI90s®
<br />j
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />SIMPSC
<br />w! (22)
<br />NAILS 1
<br />R TRUSS
<br />'OP PLATE
<br />ice
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />NIN. EMBEDMENT
<br />SCHEDULE FOR
<br />=AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />Plumbing HETAL201NSTALLATION
<br />Joist
<br />&13/4"
<br />n joists meet over wall, provide
<br />minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<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 />SIMPSON H10A (WHEN
<br />w/ (18)10d x 1 1/2" ° REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />/ HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE E�J
<br />IF
<br />714 14
<br />0
<br />a 41
<br />I=III—III—I I I-1 I I
<br />Provide adequate bearing
<br />CORNER OF Use 10dx3" nails at 6"o.c. for all joist „ . � •� � - I �llI I II ' • ' II I F-�''T
<br />for each lapped joist. blocking panel Non -stacking walls � ° _ I
<br />HOME H C G 10d nails require additional consideration. °O
<br />GARAGE SIDE 000 Squash block
<br />2x4minimum) SECTION @INT. BRG. WALL III=II TIC=TIC-- T�III FINISiH GRADE
<br />(_-
<br />5'-0" � o Bearing wall, Versa -Lam LVt or N.T.S.
<br />STUB -OUT FOR - o _r ®
<br />I
<br />GAS METER O 1 0 o ij l,n Glulam Beam
<br />—I —III
<br />o �
<br />iv
<br />NO HOLES (EXCEPT SEE FND. PLN.
<br />MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) SIZE &REINF.
<br />— — — KNOCKOUTS) ALLOWED Nail with 10-10d nails.
<br />DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES D Install tight to top flange.
<br />(see table below) (KNOCKOUT EXEMPTS) D SLEEVE THRU STEM �° �, < ` °� • �i � 12" BELOW
<br />• MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE PIPE VERTICAL THRU FND.
<br />SEE PLAN FOR ' °• ° . • �. ; .
<br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER Do NOT cut, notch Joist hanger <�..• a. < °• • °
<br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges FOUNDATION INFO
<br />[In" � STEM FOUNDATION
<br />GAS CONNECTION DETAIL TOP (2) #5's x 4'-0° PVC OR SCH40 SLEEVE
<br />**ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** A 1Y" ROUND HOLE MAY DO NOT CUT HOLES GRADE REINF. SEE PLAN CENETERED PIPE
<br />6" 6" 6" Filler block.
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" Nail with PENETRATION
<br />PLUMBING LINE
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails.
<br />LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top � � a • � . �� q � � - • c °
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. ' • � � � ' ° ° � °
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Install tight to top flange.
<br />RAFTER SPAN TABLE
<br />MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS*
<br />2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS
<br />2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS
<br />2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS
<br />2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS
<br />2" X 12" @ 16" O.G. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS
<br />2" X 6" @ 24" O.G. 8'-6" (2)16d TOENAILS
<br />2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS
<br />2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS
<br />2" X 12" @ 24" O.C. 15'-4" (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
<br />8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7°
<br />-- Any 16" joist�� 12 1'-0" 1''-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4',9" 5'4"
<br />Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4' 9" 5'-7" 6'-4" 7'-2"
<br />20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11"
<br />24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7,_2° 8'-4" 9,-ri" 10'-9"
<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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<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 />5. THE ENTIRE WEB MAYBE 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 MAYBE
<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 />' 1/4"-2" gap
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be tight
<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 />eb stiffner as
<br />Web stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />� requirements
<br />0.6 X Joist
<br />" depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />/
<br />A/C CHASE 4" PVC (2) #5 REBAR
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />SEE FND. PLN.
<br />SIZE &REINF,
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
<br />' iVit'I
<br />�
<br />i' oo
<br />61II1
<br />To the best of the Engineer's 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 structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 20-6225
<br />SCALE : AS NOTED
<br />SHEET NO,
<br />SIN 1
<br />8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7°
<br />-- Any 16" joist�� 12 1'-0" 1''-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4',9" 5'4"
<br />Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4' 9" 5'-7" 6'-4" 7'-2"
<br />20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11"
<br />24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7,_2° 8'-4" 9,-ri" 10'-9"
<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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<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 />5. THE ENTIRE WEB MAYBE 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 MAYBE
<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 />' 1/4"-2" gap
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be tight
<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 />eb stiffner as
<br />Web stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />� requirements
<br />0.6 X Joist
<br />" depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />/
<br />A/C CHASE 4" PVC (2) #5 REBAR
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />SEE FND. PLN.
<br />SIZE &REINF,
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
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<br />To the best of the Engineer's 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 structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 20-6225
<br />SCALE : AS NOTED
<br />SHEET NO,
<br />SIN 1
<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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<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 />5. THE ENTIRE WEB MAYBE 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 MAYBE
<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 />' 1/4"-2" gap
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be tight
<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 />eb stiffner as
<br />Web stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />� requirements
<br />0.6 X Joist
<br />" depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />/
<br />A/C CHASE 4" PVC (2) #5 REBAR
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />SEE FND. PLN.
<br />SIZE &REINF,
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
<br />' iVit'I
<br />�
<br />i' oo
<br />61II1
<br />To the best of the Engineer's 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 structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 20-6225
<br />SCALE : AS NOTED
<br />SHEET NO,
<br />SIN 1
<br />
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