HomeMy WebLinkAboutPLANS 12-12-18G�
.
FBC APPROVED PRODUGTS'LIST
/f 6f OCCUPANCY GROUP:
GENERAL N®TES:., l /
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e
1.
THESE PLANS PERTAIN ONLY TO THE STRUCTURE; INCLUDING MAIN WINDFORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL CONSTRUCTION TYPE:
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ANCHORAGE, ;OTHER DESIGN ISSUES; INCLUDING BUT NOT LIMBED TO PLUMBING; ELECTRICAL, INGRESSIEGRESS,PRQPERTY SET -BACKS, FINISH
_APPROVAL
NTS A
'FLOOR ELEVATIONSANDSLOpES,'OROTHERLOCAL ZONINGREOUIREME . ' RETHERESPONSIBILRYOFOTf1ERS: RISK CATEGORY:
I'
PRODUCT CATEGORY
_
`SUB CATEGORY MANUFACTURER:
NO. Ht DATE
2.
:THESESTRUCTURESAREDESIGNEDASNON-HABITABLEUTILITY/STORAGEBUILDINGS(RISKCATEGORY._QCAPABLEOFSUPPORTINGDEADLOADOF BUILDINGENCLOSURETYPE:
ENCLOSED. .
-THE.STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS,
_.
.. ..
OR OTHER COMPONENTS NOT USTED:IN THE FBCAPPROVEO PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BYCARPORTS _ ' WIND: EXPOSURE CATEGORY:
CANYWHERE
STRUCTURAL COMPONENTS ;,
ROOF DECK UNION CORRUGATING; COMPANY" FL9555:2-R4: ':,
"
TBERESPOINSIBLECH EFORSTR CTURALDAMAGEORFAILUREDUETOTHEAPPLCATIOrriomAC LoADS,6N THE STRUCTURE SHALL BE -AT THE NOFADDIIONALLOADSRS RISK BECHTOL NGIN :ULTIMATEININDSPEED MPH`.
SHALLNO .. ..(. )
170
26 Gauge MastlirRib Panel .12(12117.
3.,
'ALL COMPONENTS AND CLADDING'SHALL BE INSTALLED ACCORDING TO MANUFACTURER`S INSTALLATION INSTRUCTIONS .N NOMINAL. DESIGN WIND SPEED (MPH):
O IN
132
STRUCTURAL COMPONENTS ,
STRUCTURAL WALL UNION CORRUGATING COMPANY FL9555,2-R4'
4.
ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL" _ MEAN ROOF HEIGHT (FEET):
14.71
= 26 Gauge Masterft Panel '12112117
-
_ ..
_
-5.
U
ALL FIELD FRAMING CONNECTIONS SHALL BE #1214x 1' SELF;DRIWNG SCREWS .WITHO T CONTROL SEAL WASHER. .ALL SHOP FRAMING. ROOF. ANGLE (DEGREES):
14.0
•
EXTERIOR DOORS
SWINGING ELIXERDOOR AND METAL -COMPANY FL17996.5-R1
CONNECTIONS SHALL BEwELDED.
. _ f1 e eS 407 . " . :" . _ 01I29/18 ..
6.
..
DESIGN P.RESSURES.(PSF):
CONCRETE.SHALL HAVE A MINIMUM.RE COMPSSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL.. SHALL BE MINIMUM GRADE,40.
-
CONCRETESLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6•W1.4XW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A185, OR WITH ROOF: • •'
EXTERIOR DOORS .
ROLL -UP ASTA INDUSTRIES INC. FL8888AA5 ,:
_ STMc111s: ZONE'!:.:
+16.3/-33.3
f .. .
Model 10/07/1T
. : , ...
7.
CONCRETE EXPANSION ANCHORS SHALL BE�WE,I-n' ANKR,TITE MODEL AT7252, OR SLEEVE ANCHOR MODEL HSA 126I1, OR EQUNALENi ZONE 3:
•
' ' 'DESIGN ROOF" PRESSURES:
+16.3 / -38.5
..
8.
POSTIItAFTER BRACING:, BRACE ON POST/RAFTE R CONNECTION, EXCEPT FOR ENE) WALLS AND GABLE ENDS.- .
:.
9
: SLAB FOUNDATION SUBGRADE SOILS SHALL BE.TERMITETREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THEFLORIDA• WALLS:
A ZONE A:
+3q,3 % -97.4
AND SECTION 1816.1OF THE 3SUMEDBUILDING
GCOD
+34:3 / -41.8
RECE
MINIMUM ALLOWABLE FOUNDATION SOIL'CONTACTBEARINGPRESSURE OF2000PSFSAL,
�DESGNROOFPRESSURES:
+343 % -38.6 .
10..'
-14 GA FRAMING: x 2,1l2'-TUBE STEEL S 2-1/4 x 2- / ' TS NIPPLES.:' SWINGING DOOR:
• 14: .
+38.4 / -44.6:
DFIC
1-2..
.
' 12 GA FRAMING:. 2-1 4' x.2-'1/4' TS;WITH 2' z TS NIPPLES.'
ROLL -UP DOOR: �
+36.D / 39.4 -
Perm
ding Department .
Sd
LUCie County
ROLL -UP DOOR.SWINGING DOOR.
ROLL -UP DOOR : ,'
•
:METAL FRAMING AND SIDING PREFABRICATED_ BY
,CARPORTS ANYWHERE.
R.O. BOX 776
THESE ENGINEERING DRAWINGS ARE THE RROPERTY
_
OF BECHTOL.ENGINEERING &: TESTING; INC..AND .
CARPORTS:i4NYWHERE;.INC. THESE.DRAWING MAY
NOT. BE.REPRODUCED WITHOUT THE WRITTEN
CONSENT OF BECHTOL ENGINEERING & TESTING,.INC;;
AND CARPORTS ANYWHERE,
:., .
THIS IS TO CERTIFY THAT.THE CALCULATIONS AND SPECIFICATIONS '
;.
FRONT ELEVATION
:. : :.
RIGHT•S.IDE-ELEVATION '
' HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL '
ENGINEER,ANDAFIEINACCORDANCEWITHTHEREOUIREMENTSOF.
SCALE: VIP =1'.
SCALE:; 1/8•'=1'
SECTION 16090E THE FLORIDA BUILDING CODE; SDO H EDRION (2017)."
THE:PLANSARE VALID UNTIL 'THENEXTREVISION OFTHE FLORIDA '
BUILDING CODE.
•BECHTOL.EN:GINEE ID;�t�T11t�1
•
605: WEST NEW Y.ORK AVENUE O
NOISEDELAND.
FLORIDA 32720, . ' i
•
CerOfieate of Au nMo. NO .3 38
mas Bechtol, P.. i
`
Florida License o.38538 - - --
- - -
- -
-FLOR10 �\��
/ONAL'`
PROPOSED UTILITY STRUCTURE - BLDG. #1
.
... .:.
, 16101 C ARLTON ADAMS ROAD
FORT PIERCE, FLORIDA-
LEFT SIDE ELEVATION
REAR -ELEVATION ----
SCALE: 1B• =1'
r"° Revised ..
SCALE: 1/8' =1' wonne
CL
1214/18
TESW%/ENG/NEER/NG N M/mkb
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' G18002 . .
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FRONT WALL POSTIRAFTER FRAMING PLAN
SCALE: 1/8' =1
LEFT SIDE RAFTER/POST FRAMING PLAN
SCALE: 1/8' =1'
CONCRETE:
Concrete Shall Have a Minimum Specified Compressive Strength of 25D0 PSI at 28 Days.
COVER OVER REINFORCING STEEL
For foundations, minimum concrete cover over reinforcing bars shall be:
3 Inches in foundations where the concrete is cast against and permanently in contectwith the earth or exposed to the earth
or weather, and 1-112 inches elsewhere. Reinforcing bars embedded in grouted calls shall have a minimum dear distance of
114 inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell. Rei forcing bars used in
masonry walls shall have a masonry cover (including grout) of not less than 2 inches for masonry units with face exposed to
earth or weather 1-1/2 inches for masonry units not exposed to earth orweather.
REINFORCING STEEL:
GALVANIZATION:
Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in
accordance with ASTM A 153, Class B-2. Metal plate connectors, screws, bolts and naffs exposed directly to the weather
shall be stainless steel or hot dipped galvanized.
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. All reinforcement is bent cold;
2. The diameter of the bend, measured on the inside of the bar, is not less than sic -bar diameters; and
3. Reinforcement partially embedded in concrete shall not be field bent
EXCEPTION:
Where bending is necessary to align dowel bars with a vertical cell, bars Wally embedded in concrete shall be
permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches ofvertical bar length.
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO POSTS ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
�Q3
�-24' 16 GA U-CHANNEL BRACE
— FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDF's AT
EACH END (4 PER BRACE)
TYPICAL INTERIOR POST/RAFTER FRAME SECTION
SCALE: 1/8' =1'
REAR WALL POST/RAFTER FRAMING PLAN
SCALE: 1/8' =1'
1' 16 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x 3W SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C.
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RIGHT SIDE RAFTER/POST FRAMING PLAN
SCALE: 1/8' =1'
V 16 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED
NOT MORE THAN 48' O.C.
METAL ROOF PANEL
L---TS RAFTER -7
ROOF PANEL ATTACHMENT
Not To Scale
BECHTOL ENGI0STINt3, I.
605 WEST NEW YOA UE
DELAND, FLORIDA 7 3a
Certificate ofAutho q�549 0,385
fuz
Th-01mas Bechtol, P. •' E OF
Florida License No. $TAT i
ST
FL
O \
IONA-
I
PROPOSED UTILITY STRUCTURE - BLDG. #1
16101 CARLTON ADAMS ROAD
FORT PIERCE, FLORIDA
mvBECHTOL ENG/NEER/NG
AND 7EMN4 6rm
maunwo rgnhonaxw, AND Netaaus trshOq owhms
— Revised
"` 8/16/18
NM/mkb
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"�"� G18002
Or1oWdAMIn W0100M
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SHEET 2OF3
TS BOX EAVE RAFTER
MINIMUM 6' LONG TS NIPPLE
NIPPLE TO 3116'
SECURE WITH (4) #12-14 x 3W
INSTALL 1/2' x 5.1/2' EXPANSION ANCHOR RAF ER -
SELF -DRILLING FASTENERS
THROUGH BASE RAIL WITHIN 6' OF EACH MINIMUM 6' LONG TS NIPPLE
BOW ALONG SIDES OR INSIDE EVERY 48' 16 GA U-CHANNEL BRACE SECURE WITH (4) #12-14x 314'
OTHER END WALL POST ALONG END BRACE ANGLE SHALL BE MIN.45• SELF -DRILLING FASTENERS
NIPPLETO XIS' TS RAFTER POST (CORNER)
WALL SECTIONS ° TO MAX. 60' FROM HORIZONTAL
BASE RAIL
2' MINIMUM
1-1/2' x 1-1/7 x 2' 16 GA CUP
e
ANGLE, SECURE TO RAFTER
E MINIMUM 2-1/4' EMBEDMENT
i POST AND BASE RAIL
v GROUND SURFACE TS RAFTER POST
WITH (4) #12-14 x 3!4' SDFs
NIPPLE TO 3116'
I I
BASE RAIL TS CONTINUOUS BASE RAIL
_
/�/�ao/fi MINIMUM 6' LONG TSNIPPLE -
Ell
- SECURE RAFTER POST
•
12'� TO NIPPLE WITH (4)#12-14x314'
SELF -DRILLING FASTENERS
TS CONTINUOUS BASE RAIL
MONOLITHIC CONC. FOOTING (2500 PSI MIN.) ° i
REINFORCED WITH 2 #Ss CONTINUOUS
TS RAFTER POST
CONCRETE MONO. SLAB BASE RAIL ANCHORAGE BOX EAVE RAFTER/CORNER POST RAFTER POST/
1
NotTosc& CONNECTION DETAIL BASE RAIL CONNECTION DETAIL
END POST/BASE RAIL CONNECTION DETAIL
2
Not To Scale
Not To Scale Not To Scale
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
IS POST
(12 GA FOR ROLL -UP DOOR FRAME)
NIPPLE TO 3116'
DBL HEADER
TS RAFTER
2' x 2' x 716 GA ANGLE CLIP
SECURE TO POST AND TOP OF
TS END POST OR DOOR/ HEADER, OR BOTTOM OF WINDOW
WINDOW FRAME POST 2'xYx2' 16 GA ANGLE CLIP RAIL/GIRT WITH #12-14 x 3/4' SDFs
MINIMUM 6' LONG IS NIPPLE
SECURE TO POST (EACH SIDE) AND
••
SECURE EACH WITH (NI #12-14 x 3/4'
TS NONSTRUCTURAL HEADER RAFTER CHORDIRAIL WITH (4) #12-14x 314'
••
SELF -DRILLING FASTENERS
(12 GA FOR ROLL -UP DOOR FRAME), SDF's, (2) ON BOTTOM AND (2) ON SIDE
BASE RAIL, OR WINDOW RAIL
2'xYx2' 16 GA ANGLE CLIP
NOTE: AT ROLL -UP DOOR OPENINGS, TS NONSTRUCTURAL HEADER
SECURE TO POSTAND
POST SHOULD BE FLUSH WITH RAIL (12 GA FOR ROLL -UP DOOR FRAME)
RAFTER WITH #12-14 x 31,r
END. CLIP POST TO RAIL ONLY ON
SDFs, (2) ON TOP AND
SIDE OPPOSITE THE OPENING.
(2) ON SIDE
J L J 12 GA TS POST
OR
TS END POST 2'x4' 16 GA PLATE
TS WINDOW RAIL (OR GIRT
SECURE TO EACH SIDE OF
FOR VERTICAL SIDING OPTION)
POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4' SDFs,
(2) ON POST, (2) ON RAFTER
POST TO NON-STRUCTURAL HEADER, BASE NON-STRUCTURAL HEADER OR WINDOW
DBL HEADER/POST CONNECTION DETAIL
RAIL, OR WINDOW RAIL CONNECTION DETAIL RAIL TO POST CONNECTION DETAIL
END POST/RAFTER CONNECTION DETAIL
5 6
,
Not To Scale
Not To Scale
Not To Scale Not To Scale
MINIMUM 6' LONG TS NIPPLE
SECURE EACH WITH (4)#12-14x3/4'
BECHTOL ENGINEER YES
TS RAFTER POST
SELF -DRILLING FASTENERS
,%
605 WEST NEW YORK AVEN F i
•', r�
DELAND, FLORIDA 32720 /V O.
Certificate of Au N _ 8'S38
MINIMUM 6' LONG TS NIPPLE 12 GA TS POST
_
SECURE WITH (4) #12-14 x 3l4'
r, SELF -DRILLING FASTENERS
1� -
TW
I o r r t TS CONTINUOUS BASE RAIL
Thomas Bec ol, P.E. ST
A
OFF
12 GA DBL TS HEADER ° ° I
-
- -- - - - - -
Florida Uce se No. 38538
- — - - - -
2-1/4'FOR 16 GAUGE U-CHANNEL BRACE
12 GA FRAMING FASTENED TO THE
4 AND
3116' NIPPLE TO
2-U7 FOR RAFTER, WITH (2) #12 x 314'
BASE RAIL 3/16' NIPPLE TO
14 GA FRAMING SELF -DRILLING SCREWS AT
BASE RAIL
EACH END (4 PER BRACE)
PROPOSED UTILITY STRUCTURE - BLDG. #1
BRACE SECTION
Not To scale
16101 CARLTON ADAMS ROAD
RAFTER POST/DBL HEADER RAFTER POST/BASE
CONNECTION DETAIL RAIL CONNECTION DETAIL
FORT PIERCE, FLORIDA
_
ENGINEERING•
Revised
° L
8/16/18BECHTOL
Not To Scale Not To Scale
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