HomeMy WebLinkAboutPLANSNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND. MASONRYOPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE. IS OPTIONAL
4. WHERE SHIM OR RUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTORER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY .LINO
MASONRY, CONCRETE OR OTHER STRUCTURAL. SUBSTRATE. MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER,. BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER, STRUCFURAL,SUBSTRATE WINDOW. UNITS. MAY
'SE`ANCHORED'THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EKTEND BEYOND WINDOW INTERIOR FACE SO' THAT FULL. FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS .REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
TO. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL• EXTRUDED RIGID PVC.
12. UNj. :V.1ST-OE GLARED PER ASTM E1300-04/09, SEE SHEET 9 FOR CLASS DETAILS.
13. AP R�Sey6PACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBPJ5 REGIONS.
14. FO CMORI�{G THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 98 WOOD SCREWS
WITH SU ICE T LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE
LOFMRS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ra
SHEET N
1
2- 3
RECEIVED JUN 3 0 2017
RENSED
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO
SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE S10 SMS OR SELF
DRILLING SCREWS WITH SUFFICLNT LENGTH To ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION.
DETAILS..
18. ALL FASTENERS TO BE CORROSION, RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE STEEL 18GA (.048') FY-33KSI/FU=52KSI OR
ALUMINUM 6063-75 FU=3OKSI .040" THICK MINIMUM
SC,4
St Lucie county
MI WINDOWS AND DOORS
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"- LMI
NOTES
SIGNED: 07/1212016
52' MAX FRAME WIDTH
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2. MAXIMUM SASH D.L_O.: 47 5/8" X 32 1/2".
3. MAXIMUM FIXED D.L-O.: 49 3/8' X 32 1/2".
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NOTES:
1. MAXIMUM SASH SIZE: 51' X 35".
2. MAXIMUM SASH D.LO.: 47 5/8" X 32 1/2".
3. MAXIMUM FIXED D.LO.: 49 3/8' X 32 1/2".
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SERIES 185 ALUMINUM SINGLE HUNG
52"X72"— LMI
FIN ELEVATIONS
MIN
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NOTES:
T. INTERIORAND DOWROR FINISHES, BYOTHERB,
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW g*!
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SIGNED: 07/IZ2016
Ml WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-037D
SERIES 185 ALUMNUM SINGLE HUNG WINDOW
52"A'72"- LMI
COMPONENTS
08-02544
' NTS I 0 12/09/14 z�9 OF 9
FBC APPROVED PRODI'P _Ii LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
UNION CORRUGATING COMPANY
FL9555.2
26 Gauge Mastedtib Panel
06/23115
STRUCTURAL COMPONENTS
STRUCTURALWALL
UNION CORRUGATING COMPANY
FL9555.2
26 Gauge Mastediib Panel
06/23/15
EXTERIOR DOORS
SWINGING
ELIXER DOOR AND METAL COMPANY
FL17996.5
Sedes 407
09/07115
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1
Model 203
05/31/15
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL17499.1
Model 185 SH
08/05116
SCANNED
BY
St. Lucie County
FRONT ELEVATION
SCALE: 1/8' = V
LEFT SIDE ELEVATION
SCALE: 1/8" = 1'
GENERAL NOTES:
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL
ANCHORAGE. OTHERY.ESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, OROTHER
LOCAL ZONING REOUIFEMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THESE STRUCTURESARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE ANDAPPUCABLE LIVE
AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN, WHICH EXERTADDITIONAL LOADS ON THE STRUCTURE SHALLBEATTHE
OWNER'SRISK. BEC4TOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGEOR FAILURE DUE TO THE
APPLICATION OF ADDMONAL LOADS.
3. ALL STEEL TUBING SHILL BE 50KSI STEEL
4. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLNS,AND POSTS INTERIOR OR END) = 6 INCHES.
5. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO QOR 14 GAUGE STEEL TUBE POST AND RAFTER FRAMES (WALLS AND
HORIZONTAL ROOFS), OR 16 GAUGE PURLINS (48' MAXIMUM O.C.) FOR ROOF PANELS WITH THE VERTICAL ROOF OPTION.
6. FASTENERS CONSIST OF I/4'-14t'V4•SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER
7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-ITANKR-TITE MODELAT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT.
8. POSTARFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION.
9. SLAB FOUNDATION S03GRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDERPER SECTION R318.1 OF THEFLORIDA
BUILDING CODE FIFTH EDITION (2014) (FED FE 2014) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014-BUILDING.
RIGHT SIDE ELEVATION
SCALE: 1/e' = T
REAR ELEVATION
SCALE: 1/8' = 1'
O'j` ,ICYGROUP.
O v...- CTIONTYPE:
RISK CATEGORY:
BUILDING ENCLOSURE TYPE:
WIND EXPOSURE CATEGORY:
ULTIMATE WIND SPEED (MPH):
NOMINAL DESIGN WIND SPEED (MPH):
MEAN ROOF HEIGHT (FEET):
ROOFANGLE(DEGREES):
DESIGN PRESSURES (PSF):
ROOF:
WALLS:
SWINGINGDOOR
ROLL -UP DOORS:
WINDOWS:
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS).
NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 GA FRAMING.
METAL FRAMING AND SIDING PREFABRICATED BY
CARPORTS ANYWHERE
P.O. BOX776
STARKE, FL 32091
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF
BECHTOL ENGINEERING & TESTING, INC. AND J&B BUILDING
SERVICES, INC. THESE DRAWING MAY NOT BE REPRODUCED
WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING
& TESTING, INC., AND J&B BUILDING SERVICES, INC.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE
PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
R IH
_ B. '.
BECHTOL ENG1fiW NG AND TESTING; (W
60SWESTNEWYORKAVENUE •l
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PROPOSED UTILITY STRUCTURE
1915 OLD DIXIE HIGHWAY
FORT PIERCE, FLORIDA
BECHTOL ENGINEERING �« RR
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G17002
:ET 1 OF 3
TS BOX EAVE RAFTER
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER —
INSTALL U? x W EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
RAFTERPOSTALONG SIDES
MONOLITHIC CONIC. FOOTING (2500PSI MIN.)
REINFORCED WITH 2 #&a CONTINUOUS
�1 CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
I NatTOSmk
NIPPIETO
BASENJI.
MINIMUM 6' LONG TS NIPPLE
SECURE WITH (4)#12-14x314'
SELF -DRILLING FASTENERS
1-177x 1-1/7 x 716 GA CLIP
ANGLE, SECURE TO RAFTER
POST AND BASE RAIL
WTH (4) #12-14 x 3N' SDFs
�1 END POST/BASE RAIL CONNECTION DETAIL
Not To Sole
SHOWN FOR CLARITY OF DETAIL
HEADER
SWINGING DOOR WTH
JAM ASSEMBLY
0
_�TSPOST
46' 16 GA U-CHANNEL BRACE
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
MINIMUM 6' LONG TS NIPPLE
SECURE RAFTER AND POST
TO NIPPLE WITH (4) #12.14x 3/4'
SELF -DRILLING FASTENERS
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
L NM TO Scale
7 x Z' x 716 GA ANGLE CLIP
SECURE TO POSTAND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAILIGIRT WITH #12-14x 314•SDFs
TS NONSTRUCTURAL
HEADER
TS WNDOWRALL(ORGEIT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER OR WINDOW
%-,"\ RAIL TO POST CONNECTION DETAIL
0 Not To Sole
INTERIOR
SECTION
A No1ToSWe
#12-14 x WAI' SDF
@ 12' O.C.
EXTERIOR
2'x7x2' 16 CA ANGLE CLIP
SECURE TO POSTAND
RAFTER WTH#12.14x SIT
SDFS, 2 ON TOPAND
20NSDE
POST
�1 END POST/RAFTER CONNECTION DETAIL
'D Not 7o Scale
MINIMUM F LONG TS NIPPLE
SECURE WITH (4) #12.14x 3/4'
SELF -DRILLING FASTENERS
RAFTERPOST
NIPPIETO
BASERNL
BASE RAIL
RAFTER POST/
BASE RAIL CONNECTION DETAIL
T Not To Scale
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel vAth
baked on epoxy primer S polyester top mat
TS END POSTOR DOOR/
W NDOW FRAME POST
TS NON-STRUCTURAL HEADER,
BASE RAIL, OR WINDOW RALL
7x2'x2' i6 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)AND
RAFTER CHORD/RAIL WITH (4) #12.14x 3/4'
SOPS, (2) ON BOTTOM AND (2) ON SIDE
NOTE: AT ROLL -UP DOOROPENINGS,
POST SHOULD BE FLUSH WITH RAIL
END. CLIP POSTTORAILONLYON
SIDE OPPOSITE THE OPENING.
POST TO NON-STRUCTURAL HEADER, BASE
�1 RAIL, OR WINDOW RAIL CONNECTION DETAIL
Y Not'7S—S' e
16 GAUGE U-CHANNEL BRACE
z-v4•TaR
FASTENEDTOTHEPOSTAND
1x2- F OR
z-t?PoR
RAFTER, WITH 2
(CREWSx3/4'
ucv,FRA#INc
SELF-DRILLINGRRAC AT
EACH END (4 PER BRACE)
BRACE SECTION
NNTo Scala
JAN 31 2019
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PROPOSED UTILITY STRUCTURE
1915 OLD DIXIE HIGHWAY
FORT PIERCE, FLORIDA
4/13117
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MID 7ESMG Inn
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TB SHEET 30F3
26 GA. GALVANIZED METAL ROOF PANELS FASTENED , - --
TORAFTERS WITH#12-14x3lCSDFSWITH CONTROL WELD, CONTINUOUS, ALL FOURSIDES,
SEAL WASHER@AVERAGE 6--O.C. SPACINGi TOP AND BOTTOM TRUSS CHORDS
FRONT POSTITRUSSED RAFTER FRAMING PLAN
SCALE: 10=r
1-U2' 16GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2)1/4'x V SELFCRLLUNG
FASTENER SPACED NOT MORE THAN 48' O.C.
Mmmwn
] 1
3 3
LEFT SIDE POSTITRUSSED RAFTER FRAMING PLAN
SCALE: 10=1'
h
16 GAUGE UCHANNEL BRACE
2-11,P FASTEREDTOTHEPOSTAND
RAFTER, WITH (2) #12-14x 3/4'
SELF -DRILLING SCREWS AT
EACH END (4 PER BRACE)
BRACE SECTION
NMTo&
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO POSTS WITH #12-14 x 3W SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6'O.C.
WELD ALL CHORD
CONNECTIONS,
BOTH SIDES
TYPICAL INTERIOR POSTITRUSSED RAFTER SECTION
SCALE: 1/8'=1'
ldil l6 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2) 012-14 x 3f4 SELF4DRL NG FASTENER
NOT MORE THAN 4W O.C.
ROOF PANEL ATTACHMENT
Not To Scale
REAR POSTITRUSSED RAFTER FRAMING PLAN
SCALE: 15•=1'
RIGHT SIDE POSTITRUSSED RAFTER FRAMING PLAN
SCALE: 15'=1'
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PROPOSED UTILITY STRUCTURE
1915 OLD DIXIE HIGHWAY
FORT PIERCE, FLORIDA
4/13/17
BECHTOL ENO NEER/NG o a RR _• a NTS
AND TESTWB• 1=
m i °® TB 'a G17002
TB I SHEET 2 OF
I•
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1 v
GENERAL NOTES:
I. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL
CONSTRUCTION TYPE:
APPROVAL
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSiEGRESS, PROPERTYSET43ACKS, OROTHER
RISK CATEGORY:
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS
No. & DATE
2. THESE STRUCTURES ARE DESIGNED URLRYBTORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF STRUCTURE LIVE
BUILDING ENCLOSURE TYPE:
AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN, WHICH EXERTADDRIONALLOADSONTHE STRUCTURE SHALL BEATTI E
OWNERSRISK BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FORSTRUCTURAL DAMAGE ORFALURE DUE TO THE
APPLICATION OF ADDITIONAL LOADS.
WIND EXPOSURE CATEGORY:
STRUCTURAL COMPONENTS
ROOFDECK
UNION CORRUGATING COMPANY
FL9555.2
26 Gauge Mastedtib Panel
06/23/15
ULTIMATE WIND SPEED (MPH):
3. ALL STEEL TUBING SHALL BE 50KSISTEEL
NOMINAL DESIGN WIND SPEED (MPH):
STRUCTURAL COMPONENTS
STRUCTURAL WALL
UNION CORRUGATING COMPANY
FL9555.2
4. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURUNS,AND POSTS(OTTERIOR OR END) = 6 INCHES.
MEAN ROOF HEIGHT (FEET):
26 Gauge Mastedtib Panel
06/23/15
5. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGESTEELTUBE POSTAND RAFTER FRAMES(WALLSAND
ROOFANGLE(DEGREES):
EXTERIOR DOORS
SWINGING
ELIXER DOOR AND METAL COMPANY
FL17996.5
HORIZONTAL ROOFS), OR 16 GAUGE PURLING (48' MAXIMUM O.C.)FORROOF PANELS WITH THE VERTICALROOF OPTION
Series 407
09/07/15
6. FASTENERS CONSIST OF Il4'-i4x314'SELF-0RILLINGSCREWS WITH CONTROL SEAL WASHER
DESIGN PRESSURES (PSF):
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1
7. CONCRETE EXPANSION ANCHORS SHALL BE WE.FIT ANKR-TITE MODELAT1252, OR SLEEVEANCHOR MODEL HSA 1250, OR EQUIVALENT.
ROOF:
Model 203
05131115
S pQSTARAFTER BRACING: BRACE ON EVERY POSTAIAFTER CONNECTION.WALLS:
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL17499.1
S SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATEDANO COVERED WITH 6MLL VAPOR RETARDER PFRSECRON R318.10FTHE FLORIDA
SWINGINGDDOR
Model 185 SH
06/05116
BUILDING CODE FIFTH EDTNON (2014) (FBC FE 2014)-RESIDENTIAL, AND SECTION 18%1 OF THE FBC FE 2014. BUILDING.
ROLL -UP DOORS:
WINDOWS:
FRONT ELEVATION
SCALE 11W=P
LEFT SIDE ELEVATION
SCALE: 118• = 1'
RECEIVE[)
QED 2 6 2M7
PERMITTING
St. Lucie County, FL
RIGHT SIDE ELEVATION
SCALE: 11W =1'.
REAR ELEVATION
SCALE: 1/8-= V
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS).
NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 GA FRAMING.
METAL FRAMING AND SIDING PREFABRICATED BY "
CARPORTS ANYWHERE
P.O. BOX 776
STARKE, FL 32091
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF
BECHTOL ENGINEERING & TESTING, INC. AND J&.B BUILDING
SERVICES, INC. THESE DRAWING MAY NOT BE REPRODUCED
WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING
& TESTING, INC., AND J&B BUILDING SERVICES, INC.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE
PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
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BECHITOL ENGIN4 NGF - D TE NIG,11
605 WEST NEW YO UE 1 !
DELAND, FLORI r
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i
Florida
Florida License No.
FORT PIERCE, F RIDa
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42.3
46.0
4/13117
NOTED
SHEET OF
26 GA GALVANIZED METAL ROOF PANELS FASTENED /WELD
TO RAFTERS WITH#12-14x 314'SDFs WITH CONTROL / WELD,ONTINUOUS,ALL FOUR SR
C BOTTOM TRUSS CHORDS
SEAL WASHER @ AVERAGE S' O.C. SPACING
FRONT POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1B'=T
1-1016GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) TIC 1' SELF4)RILUNG
FASTENER SPACED NOT MORE THAN 48' O.C.
LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 118'=P
ti
16 GAUGE BCHANNELBRACE
2-1/4' FASTEWDTOTHEPOSTAND
RAFTER WITH (2) #12-14x314'
SELF -DRILLING SCREWS AT
EACH END (4 PER BRACE)
BRACE SECTION
Not TO 8a
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO POSTS WITH #12-14 x 314'SDPSWTTH CONTROL
Z!SS, SEAL WASHER @ AVERAGE 6' O.C.
WELDALLCHORD
CONNECTIONS,
TYPICAL INTERIOR POSTITRUSSED RAFTER SECTION
SCALE: 118'=T
1-1016 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2)#12-14x314' SELF4DRUING FASTENERSPACED
NOT MORE THAN48. O.C.
MEfALROOFPANEL
ROOF PANEL ATTACHMENT
Not To Sc*
REAR POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 11a=T
RIGHT SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1IW=1'
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or.eww,rnr®® �'am cuvrroro
,'J JOX EAVE
TS TRUSSED RAFfEACHORD, _
OR NONSTRUCTURAL HEADER
INSTALL Mr x 6' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
RAFTER POST ALONG SIDES
yrI lI 'mltla
'MONODTHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2*Ss CONTINMUS
�H1 CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
I NMTo Sop
FASTENERS
1-117 x 147 x 2'16 GA GLIP
ANGLE, SECURE TO RAFTER
POSTANDBASERAR
WITH (4) #12-14 x 3W SDFs
BASE RAIL
END POST/BASE RAIL CONNECTION DETAILPOSTBASE RAIL CONNECTION DETAIL
Not To Snle
SIDING BEHIND DOORFRAME NOT
SHOWN FOR CLARITY OF DETAIL
HEADER STRUCTURAL
TS NON
SWINGING DOOR WITH
JAM ASSEMBLY
O
4r 16 GA LLCHWNEL BRACE
BRACE ANGLE SHALL BE MIN.4S
TO MAX 60' FROM HORIZONTAL
MINIMUM 6' LONG TS NIPPLE
SECURE RAFTERAND POST
TO NIPPLE WITH (4)#12-14x 314'
SELF -DRILLING FASTENERS
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
L Not TO Sale
2' x r x T 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAILIGIRT WITH#12A4x 314'SOFs
TS NONSTRUCTURAL
HEADER
I AI FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER OR WINDOW
RAIL TO POST CONNECTION DETAIL
� .Not To Style
INTERIOR
SECTION
A Not TO Scale
#12-14 x 314' SDF
Q 12' O.C.
1:111641;l
TS
rxrxr 16 GA ANGLE CUP
SECURE TO POST AND
RAFTER WITH #12-14x34'
SOPS, 2ON TOP AND
2 ON SIDE
{END POST
�1 END POST/RAFTER CONNECTION DETAIL
Not To Scale
NIPHEm
BASEM
MINIMUM 6' LONG TS NIPPLE
SECURE WITH (4) #12-14x 3'P
SELF -DRILLING FASTENERS
RAFTER POST
RAIL
RAFTER POST/
BASE RAIL CONNECTION DETAIL
Nat To Scale
WF
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA galvanpad steel with
baked on epoxy primer S polyesterbpcDat
TS END POST ORDOOIU
WINDOWFRAMEPOST
TS NONSTRUCTURAL HEADER,
BASE RAIL, OR WINDOW RAIL
2'xrxT 16 GAANGLE CLIP
SECURE TO POST (EACH SIDE) AND
RAFTER CHORDARAIL WITH (4)02-14x3N'
SOPS, (2) ON BOTTOM AND (2) ONSIDE
NOTE: AT ROLL -UP DDOR OPENINGS,
POST SHOULD BE FLUSH WITH RAIL
END. CUP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO NON-STRUCTURAL HEADER, BASE
RAIL, OR WINDOW RAIL CONNECTION DETAIL
Y Not To Scab
BOB WEST NEW YO
DEIMID. FLORIDA
\�16 GAUGE LFCHANNEL BRACE
211CROR
FASTENEDTOTHEPOSTAND
12GAFN4nN6
2-IMFOR
RAFTER, WITH (2) 012-14x 34'
14GAFRMW
SELF-DRIWNGSCREWSAT
EACH END (4 PER BRACE)
BRACE SECTION
Nat To Sc*
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SHEET30F3
FBC APPROVED PRODUCTS LIST
PRODUCT CATEGORY
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
n } EXTERIOR DOORS
EXTERIOR DOORS
WINDOWS
b
�I
SUB CATEGORY
ROOF DECK
STRUCTURAL WALL
SWINGING
ROLL -UP
MANUFACTURER
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
ELIXER DOOR AND METAL COMPANY
Series 407
ASTA INDUSTRIES INC.
Model 203
SINGLE HUNG I MI WINDOWS AND DOORS
Model 185 SH
FRONT ELEVATION
SCALE: 1/8--1'
LEFT SIDE ELEVATION
SCALE: 1/8' =1'
APPROVAL
No. & DATE
FL9555.2
06/23/15
FL9555.2
06/23/15
FL17996.5
09/07/15
FL8888.1
05/31115
FL17499.1
08105/16
RECEIVED
SEP 2 6 2017
PERMITTING
St. Lucie County, FL
GENERAL NOTES:
1. THESE PLANS PERTAIN ONLYTO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMFWBENTSAND CA)DWG, AND BASERAL
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL. INGRESSEGRESS, PROPERTYSETEACKS, OR OTHER
LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBLRYOF OTHERS.
Z THESE STRUCTURES ARE DESIGNEDAS UTLITYISTORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OFTHESTRUCTUREANDAPPLICABLE LIVE
AND WIND LOADS. IMPROVEMENTS NOTSPECIFICALLYADDRESSED HEREIN, WHICH EIIERRTADDTIONALLOADSON THE STRUCTURE SHALL BEATTHE
OWNER'SRISK. BECHTOL ENGINEERINGAND TESTING,INC., SHALL NOT BE RESPONSIBLE FORSTRUCTURAL DAMAGE OR FAILURE DUE TO THE
APPLICATION OF ADDRIONAL LOADS.
3. ALL STEEL TUBING SHALL BE 50 KSI STEEL SC� NCD
4. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOROREND)=6INCHES. BY
C
St. Lucie
5. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14GAUGE STEELTUBE POST AND RAFTER FRAMES (WALLS AND COul►(Y
HORIZONTAL ROOFS), OR 16 GAUGE PURUNS (48- MAXIMUM O.C.) FOR ROOF PANELS W4HTHEVERTN'AL ROOF OPTION.
6. FASTENERS CONSIST OF IW-1404-SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER
7. CONCRETE EXPANSION ANCHORS SHALL BE WEIR ANKR-TTTE MODEL AT1252. ORSLEEVEANCHOR MODEL NSA 1260, OR EQUIVALENT.
8. POSTRPAFTER BRACING: BRACE ON EVERYPOSTRSFIERCONNEGnON.
OCCUPANCYGROUR
CONSTRUCTION TYPE:
RISK CATEGORY:
BUILDING ENCLOSURE TYPE:
WND EXPOSURE CATEGORY:
ULTIMATE WIND SPEED(MPH):
NOMINAL DESIGN WIND SPEED (MPH):
MEAN ROOF HEIGHT (FEET):
ROOF ANGLE (DEGREES):
DESIGN PRESSURES (PSF):
ROOF:
WAILS:
SWINGINGDOOR
9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATEDAND COVERED WfrH 6 MIL VAPOR RETARDER PERSECTioN R31B.t OF THE FLORIDA
BUILDING CODE FIFTH EDITION (2014) (FBC FIE 2014) -RESIDENTIAL AND SECTION 1816A OF THE FBC FIE 2014-BUILDING. ROLL -UP DOORS:
THESE FLANS AND ALL PROPOSED WORK WINDOWS.
ARE SUBJECT TO ANY CORREC i iONS
, "-"' M, FIELD I
INSFINTORS TH
-1ESSAR'f IN ORDER TO
ALL kPPLI1 FR AMING'IS 2-1/2° x 2-1/2' TUBES
NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 Cl F
RIGHT SIDE ELEVATION
SCALE: 1/8' = T
REAR ELEVATION
SCALE: 1/B' = V
METAL FRAMING AND SIDING PREFABRICATED
CARPORTS ANYWHERE
P.O. BOX 776
STARKE,FL 32091
THESE ENGINEERING DRAWINGS ARE THE PRC
BECHTOL ENGINEERING & TESTING, INC. AND J
SERVICES, INC. THESE DRAWING MAY NOT BE
WITHOUT THE WRITTEN CONSENT OF BECHT01
& TESTING, INC., AND J&B BUILDING SERVICES,
MECH:
THIS IS TO CERTIFY THAT THE CALCULATIONS D DATE:
SPECIFICATIONS HEREIN HAVE BEEN PREPARE BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE
PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
COUNTY
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ENCLOSED
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15.83
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42.1
-40.6
-412
423
-46.0
BECHTOL ENGINEER�1 INC.
SDSWESTNEWYORKAVEt�'i
DELAND, FLORIDA aznD a
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PROPOSED UTILITY STRUCTURE
1915 OLD DIXIE HIGHWAY
FORT PIERCE, FLORIDA
BECHTOL ENGINEERING RR
ANDTEWW%/I%
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4113/17
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SHEET 1 OF 3
i
TS BOX EAVE RAFTER
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
NIPPLETO MIT
INSTALLI(!'z VEXPANSIONANCHOR
�
THROUGH BASE RAIL WITHIN S OF EACH
TS RAPIER
RAFTER POSFALONG SIDES
48' 16 GA U-CHANNEL BRACE
BRACE ANGLE SHALL BE MIN. 45'
TO MAX 60' FROM HORIZONTAL
TS END POST OR DOOIV
WNDOWFRAME POST Tx2'xT 16 GA ANGLE CLIP
SECURE TO POST (EACH SDE)AND
MINIMUM 2-7/4' EMBEDMENT
RAFTER CHORD/RAIL WITH (4) #12-14x 94'
GMUNDWITAcE
TS NONSTRUCTURAL HEADER SDFS, (2) ON BOTTOM AND (2) ON SIDE
BASE RAIL, OR WiNDOWRAIL
2"xTxT16GAANGLECUP
' _ Z
MINIMUM 6'LONGTS NIPPLE
SECURE TO POSTAND
NOTE: AT ROLL -UP DOOR OPENINGS,
,,
/
RAFTER YJTTH #12-14x3.4'
POST SHOULD BE FLUSH WITH RAIL
12' _'•.•�/
SECURE RAFTERAND p057
SDPs,20NTOPAND
END. CLIP POST TO RALLONLYON
TO NIPPLE WITH (4)#12-14xT4'
20N SIDE
SIDE OPPOSITE THE OPENING.
SELF43PILLING FASTENERS
-I
TS END POST
MONOLITHIC CONIC. FOOTING (2500PSI MIN.)
REINFORCED WITH 2#Ss CONTINUOUS
TS RAFTER POST
BOX EAVE RAFTER/CORNER POST
POST TO NON-STRUCTURAL HEADER, BASE
CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
1 CONNECTION DETAIL
END POST/RAFTER CONNECTION DETAIL
RAIL, OR WIND OW RAIL CONNECTION DETAIL
WTOSale
L Nat To Swle
J
Y
Not TO Scale
Not TO Style
MINIMUM 6' LONG TS NIPPLE
SECURE WITH (4) #12-14x34'
TS POST
SELF -DRILLING FASTENERS
MINIMUM 6' LONG TSNIPPLE
TS RAFTER POST (CORNER)
T x2xT 16 G4ANGLE CLIP
)A5IENERSP
xlPnEro N1s•
BN6EMIL
SECURE TO POSTAI•IDTOP OF
- 1-1/2'x 1.10 x P' ISGA CLIP
HEADER, OR BOTTOM OF WINDOW
ANGLE, SECURETO RAFTER
RAILIGIRTWITH #12-14x3N'SDFs
i POST AND BASE RAIL
-i WITH (4) #12-14 x 3/4'SDFs
4SELF-DRILUNGSISECURE
RAFTERPOSTNIPPIETOTS
NONSTRUCTURAL
fl45EPaLTS CONTINUOUS BASE RAIL
HEADER
16 GAUGE U-CHANNEL BRACE
2-1/4-MR FASTENED TO THE POST AND
TS CONTINUOUS BASE RAIL
12 G0.FPNING RAFTER, WITH 121 #12-14x 3'4'
2-0? FIX
14 GAFRAMING SELF -DRILLING SCREWS AT
EACH END (4 PERBRACE)
TS WINDOW RAIL(ORGIRT
FOR VERTICAL SIDING OPTION)
BRACE SECTION
NaTOSe
NON-STRUCTURAL HEADER OR WINDOW
RAFTER POST/
�1 END POST/BASE RAIL CONNECTION DETAIL
��1 RAIL TO POST CONNECTION DETAIL
V Na To scale
7 BASE RAIL CONNECTION DETAIL
Na To scale
y
Not To Seale
TS POST
SIDING BEHIND DOORFRAME NOT
SHOWN FOR CLARITY OF DETAIL
TS NOR STRUCTURAL
HEADER
---------------
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BECHTOL ENGINEERING
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BIDS WEST NEWYORICAVENUE \ .
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#12-14 x 3/4' SDF
DElAND. FLORIOA 92/20
Certificate of No. • w10 ajl�8
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EXTERIOR
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SIQNAti
PROPOSED UTILI CTURE
ROLL -UP DOOR GUIDE TO POST
1915 OLD DIXIE HIGHWAY
CONNECTION DETAIL
FORT PIERCE, FLORIDA
A SECTION
Not To Scale CURTAIN: 26 GA galvanized steel with
4/1317
NOtTaSWe
baked on epoxy vdmer8 polyester top mat
BECHTOL ENGINEER
AND 7EVIINAh n
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