HomeMy WebLinkAboutPLANS 2FBC APPROVED PRODUCTS LIST
OCCUPANCYGROUP:
U
GENERAL
NOTES:
CONSTRUCTION TYPE:
Ike
1.
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL
APPROVAL
ANCHORAGE.OTHER DESIGN SUINCLUDINGOT OPLUMBING. ELECTRICAL. INGRESSEGRESS, PROPERTYSETAACKS, OR OTHER
RISK CATEGORY:
II
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
LOCAL REQUIREMENTSE OTHERS.
NO. & DATE
BUILDING ENCLOSURE TYPE:
PARTIALLY
2.
THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
ENCLOSED
AND APPLICABLE WE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERTADDITIONAL LOADS ON THE
STRUCTURE SHALL BEAT THE OWNER'S RISK BECHTOL ENGINEERING AND TESTING. INC.. SHALL NOTBE RESPONSIBLE FOR STRUCTURAL DAMAGE
WIND EXPOSURE CATEGORY:
C
STRUCTURAL COMPONENTS
ROOF DECK
UNION CORRUGATING COMPANY
FL9555.2
OR FAILURE DUE TO THE APPLICATION OFADDRIONAL LOADS.
26 Gauge MastelRlb Panel
3115
ULTIMATE WIND SPEED (MPH):
180
3.
ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL `/
S(jV;AIy
STRUCTURAL COMPONENTS
STRUCTURAL WALL
FABRAL
FL14081.1-R2
4.
FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH#72-14x 3'4'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @6'O.C.
NOMINAL DESIGN WIND SPEED(MPHJ:
139
26 Gauge Grandbeam Panel
08/19/15
` ,Ltl�y
AVERAGE. B 1
MEAN ROOF HEIGHT (FEET):
18.69
St,
5.
ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14x3f4'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALLSHOPFRAMING LUCIPrnIlnt.
ROOF
CONNECTIONS SHALL BE WELDED.
DESIGN PRESSURES (PSF):
6.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
ROOF:
-54.7
7
CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT.
WALLS:
-53.6
8.
POST/RAFTER BRACING: BRACE ON EVERY POSTRUF1Efi CONNECTION, EXCEPT FOREND WALLS.
FRONT ELEVATION
SCALE: Ire'=1'
.ti
SIDE ELEVATION
SCALE: IIX =1'
9.
REAR ELEVATION
SCALE: 118'=l'
SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MILVAPORRETARDER PER SECTION R318A OF THE FLORIDA
BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014-SULDWG.
THESE PU,PIS AND ALL PROPOSED WORT(
ARE SUBJECT TO ANY COP?RECTIONS
REQUIRED BY FIELD INSPECTORS TljRT
1.1A V er u.-...._ _ _ N'( IN ORDEOR TO
PPLICABLE CODES.
/ ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY G
DATE. O/—?1._ ZZ—�
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
JAN 7 ills
ST. Lurie
NOTE:
12 GA FRAMING IS 2-1/4' x 2-1/4' TUBE STEEL (TS).
NIPPLES ARE 2' x T TS FOR 12 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.
"�N\ 11BECy /j/��,
N T�
�r1SE O
I4homes Bechtol.P
Ro#tla license No. �.^ • • •x A� ���
//7 j111QILI110
PROPOSED UTILITY STRUCTURE
6101 ORANGE AVENUE
FORT PIERCE, FLORIDA
M BECHTOL ENGINEERING — RR
AND TEND, Ina
wsxnn �mevia wraMm,oa, .ca Wmuu nsna oxepvs 3 TB
auswa�.nmm,m F; TB
NOTED
G17002
:ET 1 OF
FRONT GABLE END POST/RAFTER FRAMING PLAN
SCALE: 11B'=1'
26 GA. GALVANIZED METAL ROOF PANELS FASTENED WELD, CONTINUOUS, ALL FOUR SIDES,
TO PURLINS WITH #12-14 x3r4' SDFs WITH CONTROL TOP AND BOTTOM TRUSS CHORDS
SEAL WASHER @ AVERAGE 6-O.C. SPACING
12
3�
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO PURLINS WITH #12-14 x 314' SDFs WITH CONTROL
I SEAL WASHER @ AVERAGE 6'O.C.
15' GABLE HEIGHT REQUIRES W OUTSIDE LEG
HEIGHT
TYPICAL INTERIOR POSTIRAFTER FRAMING SECTION
SCALE: 118'=P
REAR POST/RAFTER FRAMING PLAN
SCALE: 1/8'=1'
1-10 16 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14x 3/4' SELF -DRILLING
FASTENER SPACED NOT MORE THAN 46' O.C.
4
SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 10=1'
IN`\0.� `.xSE ,?Toe
BECHTOL ENIM I AND TrTINb INf6.
605 WEST NEW NUE 53
DELAND. FLORID_A Q 39
Cerl fiwle of A N y W
LLI
��i/ CSS I ONr
INSTALL 1/2' x MINIMUM 5-1/2' EXPANSION
3116' WELD, CONTINUOUS,
ALL FOUR SIDES
Y
TS POST
ANCHOR THROUGH BASE RAIL WITHIN 6'
OF EACH RAFTER POST ALONG SIDES AND
EVERY END WALL POST ALONG END WALL
^
SECTIONS
b
'A, TS NIPPLE.
LE WITH (4) #12-14x 3f4' SDFs
—{MIN .6'
I°
a*' -
RAFTER POST (CORNER)
°
MINIMUM 2-1/2' EMBEDMENT
d/2' x 1-I/2' c 2' 16GA CUP
6.
NGLE, SECURETORAFTER
•
TS NIPPLES
xIPPtETO Lt6'OST ANO BASE RAIL
ZNUOUSBASERAIL
TS TRUSSED RAFTER SECURE POSTS TO
""-
eASE RARITH(4)912-14 x 314'SDFs
NIPPLES WITH
(4)#12.14x3'4SDFs
q
4' WELD, BOTH SIDES,TOP,
BOTTOM, AND 12' O.C.
40' 16 GA IHCHANNFl BRACEBRACE
ANGLE SHALL BE MIN.ZCONTINUOUS
4' CONCRETE PAVEMENT
45• TO MAX. 60' FROM
INUOUS BASE RAIL
HORIZONTAL
TS NIPPLE
SECURE POST TO NIPPLE
DBL TS LEG POSTASSEMBLY ro
WITH (4)#12.14x314' SDFs
DBL TS BASE RAIL
CONCRETE BASE RAIL ANCHORAGE
IF LEG ASSEMBLY/
��END POST/BASE RAIL CONNECTION DETAIL
Y
t�
fNaTOS�eIe
RAFTER/LEG ASSEMBLY CONNECTION DETAIL
DBL. BRAFTER
RAIL CONNECTION DETAIL
q` _ASE
NDt TD Scale
2 Na To Scale
Not To Style
TS MST
e116• WELD, CONTINUOUS.
Y x7xY 16 GA0.NGIECLIP
Y16'WEID, BOTHSmES, ALL FOUR 61DE5, TOPAND
SECURETO PoSTN9 TOP OF
TOPANO BOiiON BOTTOM mUSSCHORpS 1
HFAOER,ORBOTTOMOFMI
RTPICALALLTRGSSPOSTs)
RAIL MTH #I2.I4 x NC SDPs
TS SHELF MOUNTING PLATE
TS END POST ORDOORI
WINDOW FRAME POST ECHS
ANGLE CUP
CURET
TS POST
T POST
SECURE TO POST (EACH SIDE)
SECURE
SECUREPOSTANA
SECURE TO POST
4
TS BASE/WINDOW RAIL OR AND RAFTER CHORDIRAIL WITH
NON STRUCTURAL HEAD
/
TS NOxSTRUCTURAL
RAFTER WITH#12-14x314'
ER (4) #I2-14x 3W SDPs,
HFSDER
SDFs, (2) ON TOP AND
(2) ON BOTTOM AND (2) ON SIDE
(2) ON SIDE
TS END POST
V
W NooW RP1L
24'NIPPLE,CONDNIIOSM/
MWATCENTER,ANGLEOTO
CONFORNTOTRUMAWI_E
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER/WINDOW
5 NON-STRUCTURAL HEADER CONN. DETAIL
RAIL TO POST CONNECTION DETAIL
END POST/RAFTER CONN. DETAIL
TRUSSED RAFTER CENTER CONNECTION DETAIL
Nat To Ssale
Not To Scale
T Not To Scale
Na To Scale
/���
\\1111111111
\`\\ R N• BEEF '
1.1016 GAUGE FURRING CHANNEL FASTENED TO EACH
p
•' NSE '' �!
RAFTER E HAN48'D.C. 314'SELF-0RIWNG FASTENER SPACED
NOT ER VMHAN#12-14'
0 P�
BECHTOL ENGINEERI AN?TESTIN% INC.' yy %
BECH OL EN RKAILB4 Cj'3 . T
tr
26 GA. METAL ROOF PANEL
FILE
DEIAND, FLORIDA 32720. ;• N0,3a
CaNAcaleafAuMo roo. y
T W—
* ' : 'W
Thames Bechtel, .E. i •,
, ��
Florida License Na 38538 FLOR\�P
76 GAUGE IFCHANNEL BRACE
FASTENED TO THE POST ANDSSION
RAFTER, WITH
\ \\`
\
'//IIII
(2)#12-14xy4'
TS RAFTER
SELF-0RIWNG SCREWS AT
III1P\
EACH END (4 PER BRACE)
ROOF PANEL ATTACHMENT
PROPOSED UTILITY STRUCTURE
BRACE SECTION
NDtTascae
6101 ORANGE AVENUE
Not To Gale
FORT PIERCE, FLORIDA
BECNTOL ENGINEERING
mU�AND TES"W44Ta
1/5/18
°�+� RR
'•" NTS
°� TB
a c17002
coenx# nnlm#¢a- aa*#,°dru. ne uAsena TxsTux: avamn
""�'�TB
SHEET30F3
FZ
Fl E COPY
y..
1 � �
tale � /�• i � ?.�•
L ��`4
FBC APPROVED PRODUCTS LIST
OCCUPANCY GROUP.
U
GENERAL
1.
NOTES:
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND =DING, AND BASE RAIL
CONSTRUCTIONTYPE:
IIB
PRODUCT CATEGORY SUBCATEGORY
MANUFACTURER
APPROVAL
No. &DATE
2.
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSEGRESS, PROPERTYSET43ACKS, OR OTHER
LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
THESE STRUCTURES ARE DESIGNED AS UTIUITY/STORAGE BUILDINGS (RISK CATEGORY 0 CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOTSPECIFICALLYADDRESSED HEREIN, WHICH IXERTADDRIONAL LOADS ON THE
RISK CATEGORY:
BUILDING ENCLOSURE TYPE:
II
PARTIALLY
ENCLOSED
STRUCTURAL COMPONENTS ROOF DECK
UNION CORRUGATING COMPANY
FLT%5.2
STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING,INC.. SHALLNOT BE RESPONSIBLE FORSTRUCTURAL DAMAGE
OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
WIND EXPOSURE CATEGORY:
C
26 Gauge MasterRlb Panel
06/23/15
3.
ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR57AWLESSSTEEL.
ULTIMATE WIND SPEED (MPH):
I&D
STRUCTURAL COMPONENTS STRUCTURAL WALL
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
FL9555.2
06/23/15
4.
FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14z3/4'SELF DRIWNG FASTENERS WITH CONTROL SEAL WASHER @6'O.C.
AVERAGE
NOMINAL DESIGN WIND SPEED (MPH):
MEAN ROOF HEIGHT (FEET):
139
18.69
5.
ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14z 3/4' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER ALLSHOPFRAMING
ROOFANGLE(DEGREES):
14.0
CONNECTIONS SHALL BE WELDED.
DESIGN PRESSURES (PSF):
6.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
7.
CONCRETE EXPANSION ANCHORS SHALL BE WFJ-ITANKR-TrrE MODEL AT1252. OR SLEEVE ANC14OR MODEL NSA 126D, OR EQUIVALENT.
ROOF:
-54.7
6.
POST/RAFTER BRACING: BRACE ON EVERY POBTAWFTERCONNECTK)N, IXCEPTFOR END WALLS.
WALLS:
.53.6
9.
SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6MILVAPOR RETARDERPERSECTION R3I&1 OF THE FLORIDA
BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014)-RESIDENTIAL, AND SECTION 1816.1 OFTHE FBC FE 2014-BUILDING.
FRONT ELEVATION
SCALE: Ire'=P
SIDE ELEVATION
SCALE: ire'=P
REAR ELEVATION
SCALE: 1re'=r
THESE PLANS AND ALL PROPOSCD WOPA(
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THA71
MAY BE NECESSARY IN OFSDER TO
COMPLY WITH ALL APPLICABLE COVES.
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
NOTE:
12 GA FRAMING IS 2-1/4' x 2-1/4' TUBE STEEL (TS).
NIPPLES ARE T x ' TS FOR 12 GA FRAMING.
CANNEL,
SY
St- Curia rnl In+
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.
`TT1 11lilt //i.
BECHTOL ENGIN6'I; R1Nj&1dr; �
605 WEST NEW YORK�bE�
Cer88wDte of AUdiatm6 ••2 No. 38
omas htol, P.E. :
Florida uoe STATE OF
PROPOSIffbUTIL1 TRUCTURE
6101 ORANGE AVENUE
FORT PIERCE, FLORIDA
fi/28/17
AVBECHTOL ENG/NEEN/NG RR NOTED
AND 7EH7/Na 7ae
TB SHEET OF
a
FBC APPROVED PRODUCTS 6_-._,I'
PRODUCT CATEGORY I SUB CATEGORY
STRUCTURAL COMPONENTS I ROOF DECK
STRUCTURAL COMPONENTS I STRUCTURALWALL
JUL ;?2091
PEhfv1I!-TJ.NG
Si. Lucie Ccunhy, FL
FRONT ELEVATION
SCALE: 11W=1'
MANUFACTURER
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
ST. LUCIE COUNTY BUILDING
Pre-ReviewedNot In Compliance
ReviewedBy:
6GANNEL,
SY
St. Lucian rnun},
SIDE ELEVATION
SCALE: IIW c 1'
GENERAL NOTES:
1.
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL
APPROVAL
ANCHORAGE.OTHER DESIGNUTNOTD OPLUMBING,ELECTRICAL, INGRESSIEGRESS, PROPERTYSETAACKS, OROTHER
IGNI ISSUES, INCLUDING
LOCAL REQUIREMENTS ARE S8FOTHE
No. & DATE
2.
THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS (RISK CATEGORY p CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN, WHICH EXERTADDRIONAL LOADS ON THE
STRUCTURE SHALL BEATTHE OWNER'S RISK BECHTOL ENGINEERING AND TESTING. INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE
FL9555.2
OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
06/23/15
3.
ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
FL9555.2
4.
FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH#12-14x314'SELF DRILLING FASTENERS WITH CONTROLSEALWASHER @ F O.C.
06/23/15
AVERAGE.
5.
ALL FIELD FRAMING CONNECTIONS SHALL BE NI2-14x 314'SELF DRILLING SCREWS WNHOUT CONTROL SEALWASHER. ALLSHOPFRAMING
CONNECTIONS SHALL BEWELDED.
6.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEELSHALL BE MINIMUM GRADE 40.
7.
CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITS MODEL AT1252, ORSLEEVE ANCHORMODEL NSA 1260, OR EQUIVALENT.
S.
POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTERCONNECTION, EXCEPT FOR END WALLS.
9.
SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MILVAPOR RETARDERPER SECTION R318.1 OF THE FLORIDA
BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014). RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014-BUILDING.
REAR ELEVATION
SCALE: 118'=1'
,UPANCYGROUP:
CONSTRUCTION TYPE:
RISK CATEGORY:
BUILDING ENCLOSURE TYPE:
ULTIMATE WIND SPEED (MPH):
NOMINAL DESIGN WIND SPEED (MPH):
MEAN ROOF HEIGHT (FEET:
ROOFANGLE(DEGREES):
DESIGN PRESSURES (PSF):
ROOF:
WALLS:
NOTE:
12 GA FRAMING IS 2-1/4' x 2-1/4' TUBE STEEL (TS).
NIPPLES ARE 2' x 2' TS FOR 12 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.
L%111111111/lj,
BECHTOL EN(ffNUQnNG AM
605 WEST NEW V VEPUE r =
DELAND, FLORID = y i
Certificate of AulhorMti N 2 7C 1
r
JI i.
II111111
PROPOSED UTILITY STRUCTURE
5575 OKEECHOBEE ROAD
FORT PIERCE, FLORIDA
ND?VBECHTOL ENG/NEER/NG RR
AV
ANDTEBTlNO, brc.
TB
arra�an,e uo Wmxas iaioa worms
TB
I-B
PARTIALLY
ENCLOSED
C
180
139
18.69
14.0
54.7
.53.6
628117
— G17002
SHEET 101
FRONT GABLE END POSTIRAFTER FRAMING PLAN
SCALE: 116'= V
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS WITH #12.14x 3f4'SDPs WITH CONTROL
SEAL WASHER @AVERAGE 6' O.C. SPACING
12
3�
WELDALLWEB
CONNECTIONS,
BOTH SIDES
TOP AND BOTTOM TRUSSCHORDS
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO PURLINS WITH #12-14 x 31C SDPs WITH CONTROL
I SEAL WASHER @ AVERAGE 6-O.C.
u�
15' GABLE HEIGHT REQUIRES 16' OUTSIDE LEG
HEIGHT
TYPICAL INTERIOR POST/RAFTER FRAMING SECTION
SCALE: 19=1'
REAR POST/RAFTER FRAMING PLAN
SCALE: 12'=1'
1-12' 16 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2( #12-14x3'4' SEIF-DRILUNG
FASTENER SPACED NOT MORE THAN 48' O.C.
4'
SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1B' =1'
BECHTOL ENO WNG AND TESW
605 WEST NEW YQRI( UE
DELAND, FLORIDi 0: �d
88
Certificeteof Au _ n 2
1
PROPOSED UTILITY STRUCTURE
5575 OKEECHOBEE ROAD
FORT PIERCE, FLORIDA
6/28/17
M BECNTOL ENGINEERING RR NTS
AND TE971W4 bra
ati uo Yevesa +a+wo oxmms '�' TB d' G17002
TB SHEET20F3
INSTALL 1/2' x MINIMUM 5 EXPANSION ANCHOR
3116• WELD, CONTINUOUS,
ALL FOUR SIDES
THROUGH BASE RAIL WITHIN 6' OF EACHJFROM
TS POST
-
RAFTER POST ALONG SIDES AND INSIDE
EVERY OTHER END WALL POST ALONG END"
WALL SECTIONS
B' LONG, MINIMUM 14 GA, TS NIPPLE.
SECURE POST TO NIPPLE WITH (4)#12-14x 30'SDPs
�{ MIN. fi'
..TSRAFTERPOST(CORNER)
MINIMUM 2-10EMBEDMENT--112'x
1-1/Cx2'16 G4 CilP
6'
ANGLE, SECURE TO RAFTER
MPKETO m io Mol POSTANDBASERAIL
TSTRUSECUREPOSTSTO5A5ERARWITH
(4)t/12-14x3'PSOFs
NIPPLES WITH
7TSNIPPLES
.4'WELD,BOTHSDES,(4)#12-14x3'4'SDISTOP,
BOTTOM,AND ITO.C.
48' 16 L BRACE
4 °BRACE
BE MIN.CONTIN000S
4'CONCRETE PAVEMENT
b' FROMTS
CONTINUOUS BASE RAIL
ZONTAL
NDBL
TS EMBLY le
SECURE POST TO NIPPLE
WITH (a 912-14x 314' SDFs
�1 CONCRETE BASE RAIL ANCHORAGE
:, DEL TSBASE PAL
; RAFTER LEG ASSEMBLY/
END POST/BASE RAIL CONNECTION DETAIL
Y
Not To Scale
RAFTER/LEG ASSEMBLY CONNECTION DETAIL
2
DBL. BASE RAIL CONNECTION DETAIL
NmrDscBle
{
3y
NM Te Scale
Not To Scale
TS MST
� `ram� &1�
pyt�,Lt6WHD.
CONIINWIA.Yx2'x2'
S�URETO PoSTNiDTOPOF
HFADf)AOR BOTTOYOFWINWYI
3ryfi'WEID BOR150f5, All FOUR SNES. TOPM
TOPPNDBOTIOY- '• PoTiONTRUSSCHOR06
")jIYRCALgILTMS6,Po51b)
RNLWTRI°12-14xYPS
g
!
TS SHELF MOUNTING PLATE
\
r,_
TS END POST OR DOOR/
WINDOW FRAME POST 2'x2'x2'16 GA ANGLE CUP
YXZ'x2' 16 GA ANGLE CUP
TS RAIL ANDSECRE RATER OST CHOEACH WL WIT
AND2-I4x3'SDF%WLWITH
T5q)ER UCiURAL
SECURE TO POSTAND
RAFTER) 3'4'
isPoST
ON -STRUCTURAL HEADER /
NONSTRUCTURAL HEADER
(2)ONBOTO
HFMER
ONTOPAND
AND
(2) ON BOTTOM AND (?)ONSIDE
(2)ON(2)ONTOPAND
(2) ON SIDE
TswtNDowRAn
TS END POST
�1' /
21' NIPPIE,MMUGS.T
WEIDATCENIERAHDL®TD
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADERMINDOW
CONroRNTO1RU55 PNC-IE
STRUCTURAL HEADER CONN. DETAIL
5 NONST
�RAIL TO POST CONNECTION DETAIL
END POST/RAFTER CONN. DETAIL
%D1 TRUSSED RAFTER CENTER CONNECTION DETAIL
Not To St ale
Not ToSde
u Not TO Seale
f/�f''
```II1111111T
�•H• BF�!YT///
1-1/7 16 GAUGE FURRING FASTENEDTO EACH
\\``
RAFTER WITH (2) #12-14x 314" SELFCRILLING FASTENER SPACED
i
BECHTOLENGINEE �D YING,INC:,
NOT MORE THAN48'O.C.
M5WESTNEWYORKA 3mO_ : is
Dce
6e ofaa HD� 140. 3853a
�—
26 GA. METAL ROOF PANEL
— *
w —
/
w;
THc S FNS AND ALL PRGPOSED 1YONto
16 GAUGE UCHANNEL BRACE
Fa1ea
H'f?
2-1N' FASTENED TO THE POSTAND
RAFTER,WNH(2)#12-14x31V
/� \�
1 r FIELD rC /A C� _._----�. \\`
RT_VJIRFD BY FI_LD INSPECTORS THP
SELF-0RILLING SCREWSAT
EACH END (4 PER BRACE)
TS RAFTER
T A A t x () 11 1 111
E"•�Y B;. NECESSs,Y IN C€i1Fr� TO
ROOF PANEL ATTACHMENT
BRACE SECTION
Not To Scale
COI:i7LY 111TH ALL A?PLICAO11 E C0D23. PROPOSED UTILITY STRUCTURE
Not T°SWe
6101 ORANGE AVENUE
FORT PIERCE, FLORIDA
6nfin7
Me BECNTOL ENGINEER /NG RR MS
AND TEBTMG. (IIG
ERR
d G17002
t'
onuudlNN. Y , sTw exdsF�
°i"�°���® M1°'m TB SHEET30F3
oas
/os
FILE
COPY
3116' ,; CONTINUOUS,
SAL FOUR SIDES
t S iva
INSTALL 17 x 6' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6'OF EACH
b
8'LONG, MINIMUM I4 GA, TS NIPPLE.
RAFTER POST ALONG SIDES
SECURE POST TO NIPPLE WITH (4)#12.14x M4' SDFs
TS RAFTER POST (CORNER)
E
1-1/2' x t-1fC x 2' 16G4 CLIP
ANGLE, SECURE TO RAFTER
MINIMUM 2.1/4'EMBEDMENT
�
NIPPteTO Y1e ioi loll POST AND BASE RAIL
T
of TS NIPPLES
BASERNL i �11 WITH (4)#12-04x Y4'SDFc
IIITS
o
TRUSSED RAFTER SECURE POSTS TO
ii
NIPPLES WTIH
(4) #12-14 x 31C SDPs
4' WEID, BOTH SIDES,
^
TOP, BOTTOM, AND 12' O.C.
48' 16 GA U-CHANNEL BRACE
BRACE ANGLE SHALL BE MIN.
o a
45' TO MAX. 60' FROM
TS CONTINUOUS BASE RAIL
. 12' MlN.-,'
HORIZONTAL
TS NIPPLE
SECURE POST TO NIPPLE
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
DBLTSLEGPOSTASSEMBLY
WITH(4)#12-14x3WSDFs
REINFORCED WITH 2#Ss CONTINUOUS
DEL TS BASE RAIL
RAFTER LEG ASSEMBLY/
KT1 END POST/BASE RAIL CONNECTION DETAIL
CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
�1 RAFTER/LEG ASSEMBLY CONNECTION DETAIL
�,� DBL. BASE RAIL CONNECTION DETAIL
Y
`� Not TO Swie
NotTDScale
L
Nat Tos ee
Not To Scale
3'16'WEIDIDES NWLIS,
W16' WELD, BOIHSNES, ALLFOURSIOES, TOPPND
OPOSTANDTOPOf
TOPAND BOTTOM BOTTOMTRUSSCHORCS
RBOTTOMOFWNDOW
(TYPICALALLTRUSSPOSTS)#12-14x3'4'SDI%
TS SHELF MOUNTING PLATETS
END POST OR DOOPJWINDOWFRAME
POST
CH
jH
ANGLE CLIP
TS Posi
SECUR2xTxT1 OPOST(E
TER
SEe,2 CURET POSTANA
SECURE
WNDOWRAILOR AND RA
AND RAFTER CHORDA2AIL WTH
CHO DIRAIL IT
TSNONSTRUCTURPL
ITH#1214xNONSTRUCTURAL
RAFTER WITH 7F72-tbz Y4'(4)
HEADER #12-14x Y4'SDFS,
HEADER
SDFS. (2) ON TOP AND(2)
ON BOTTOM AND (2) ON SIDE
(2) ON SIDE
_TSBASE/
TS END POST1,�/
24' NIPPLE, CONTINUOS MN
W IRD AT C ENTER, ANGIID TO
CONFORMTOTRUSSANGLE
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADERMINDOW
NON-STRUCTURAL HEADER CONN. DETAIL
RAIL TO POST CONNECTION DETAIL
�1 END POST/RAFTER CONN. DETAIL
TRUSSED RAFTER CENTER CONNECTION DETAIL
5
%i
Na1To Sa'ala
V NOt TOSGala
NOt TO Ecale
V Not To Scale
ING CHANNEL FASTENED TO EACH
4x31CSELF-DRILLING FASTENER SPACED
BECHTOL@iGl�l RING.ANDT IO ffa
.C.
Ew rd�t N 805 WESTN NUE • x>'
DELAND, FLO 2 0
Certificate of AIM n No.
IF 110--i
I
F,
26 GA. METAL ROOF PANEL
;RA;
• / • `
0---16
n es Beart 'v. ®A ,
Florttla Lkense D. �'•®�jI®� .4'•• ��
ACE
GAUGE THE EL POT AND
2-7/4'
RAPIER, WI H(2)#1�xx 314'
SELF -DRILLING SCREWS AT
EACH END (4 PER BRACE)
ROOF PANEL ATTACHMENT
PROPOSED UTILITY STRUCTURE
BRACE SECTION
Not To Scale
5575 OKEECHOBEE ROAD
Not To Sralo
FORT PIERCE, FLORIDA
BECNTOL ENGINEERING
MiffAND 7E820YG, ete
6MM7
: RR
NTS
°� TB
G77002
CWSAT410 ®ID71gYL eNRM4liaIL IxY N4rzaVs TcsNo .4moe
o.sewaerr®m
.TE
SHEET OF