HomeMy WebLinkAboutPLANSSheet 1 of 2 (Survey Related() ._3 See Sheet 2 of 2 for Sketch of Survey. SURVEY IS NOT CO;.:.._ rE WITHOUT BOTH SHEETS
LEGAL DESCRIPTION:
LOT 5, BLOCK 3, FLEETWOOD ACRES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,
PAGE(S) 78, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
PROPERTY ADDRESS:
2307 ELIZABETH AVENUE
FORT PIERCE, FL 34947
INVOICE NUMBER: 02-154
DATE OF FIELD WORK: 10/12/2005
CERTIFIED TO:
ARNOLD DAVYDOV
FLOOD ZONE: X - 120285 - 0186 - F FILE
CoPY
BASE FLOOD ELEVATION OR DEPTH: N/A
LOWEST FINISHED FLOOR ELEVATION: 9.88'
SCANNED
BY
St. Lucie County
BYAUTHORITY GRANTED PER S1G17-6.003(3)(G) FLORIDAADMINISTRATNE CODE: FORMORTGAGETRANSAC71011%LANDTECH HEREBYAUTHORIIESCERTTFIED TITLE AGENTS SHOWN HEREON TO ADDANY LENDER
CERTIFICATIONS THEY DEEM NECESSARYTO COMPLETE SAIDTRANSACTTON.ANYOTHERALTERATIONS SHALLVOm TIBS SURVEY. PLEASE ENTER ADDITIONAL CERTIFICATION(S) BELOW. -
General Notes:
1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED.
2. IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION
SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM LANDTECH SURVEYING. LANDTECH SURVEYING ASSUMES NO RESPONSIBILITY FOR ERRORS
RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE r
3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR
DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES.
DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY ONES.
4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN,
6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.GV.D. 1929) UNLESS OTHERWISE SHOWN.
7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE.
8. CORNERS SHOWN ASSET' ARE IDENTIFIED WITH A CAP MARKED US (LICENSED BUSINESS) # 6799.
Legend/Abbreviations: EOW=EdgeofWaler P=Per Flat RAN =Righlof-Way
A=Arc Length FF=Finished Floor PIL=PropertyUne TR=Telephone Riser
CA=Central Angle FIP=Found Iron Pipe PC=Pointof Curvature UE=Utility Fasemenl
CIL=Centedine FIR=Found Iran Rod PCC= Point of Compound Curvature WM=Water Meter
OF = Computed from Field Measure FN= Found Nail PK= Parker Kalon Nail UP = Utility Pole
OR = Computed from Record data L= Per Legal Descdp8on POB = Point of Beginning
CAN=Cable TV Riser M=Measured POO= Point of Commencement ,
DE= Drainage Easement CHIC =Overhead Cable PRC= Point of Reverse Curvalure
Ease=Easement ORB= Official Records Book PT=Point ofTangen4
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL
-
STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORSAND
MAPPERS IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
-
SECTION 472.027, FLORl1ur$TA •
� �`
LandTech
DATE: _
S u r v e v i in 4
ANDREWSNYDER- PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION No. 6639(NOT VALID WITHOUT THE SIGNATURE AND THE ORI9INAL
ProvidingFastBAccurateLandSurve In Services throughout Florida
Surveying
RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) -
y better!
Sheet 2 of 2 (Sketch of Survey) - See Sheet 1 of 2 far l' jescdption, Certifications, Property and other Survey related d',1RVEY IS NOT COMPLETE WITHOUT BOTH SHEETS.
EllZABETH AVENUE r-
60-ww2T]SPHAET I NORTH
SCALE: 1"=30'
of 18.s FA AY _I o
UP 60.47'(M) ry
60.00'(P) 1/2 --b
92.180•rpr �� N.E. BLOIX
9rm..,...._ .o.P 939' COgrypp
1.30' 22.2Y
OW
sl m
SEf&RIX
CONC
a SU1�B
2307 EL¢ABEM AVENUE
li.
�g
N
ONE STORY RESIDENCE
F.F. FIEV =9.88'
� O
O O
O ti
m
19.55
MIN. SETBACK REQ.
FRONT o2 1
SIDES
CNR SIDE) ,r�n
REAR
%NA.
Is
I L W E A6O RPOR l
1.,5Z
N
B.60• I ; P
IV
ALE000NC O
4 1I I
I ME r 15'AEm fdO�j
.o y SEnMa
9�P¢N SHED9}S(
60.00'(P) V F9+vz
orFsEr 61.13'(M) z.sz•e
1.50'E
NOTE: ALL ELEVATIONS BASED ON AN ASSUMED
10.00' AT THE CENTERLINE OF ROAD
ALL TIES ARE TO PLATTED LOT LINES
Lantech Surveying offers services throughout the State of Florida. Invoice Number: 02-154
Please refer to our website at
www.LandtechSurvey.com for up to date Information about our Drawn By: Ia.
locations and coverage area. �7
This survey has been issued by the following Landtach Surveying offic .ate of Field Work: 1011MG05 LrAHDTEGH
2011 S. 25th Street, Suite 204 Revision :10-13-2005 slab tie in S U R V E Y I N G
Fort Pierce, Florida 34947 ProvWmg Fast & Accurate Land Surveying Services throughout Florida
Office: (772) 429-0016 Fax: (772) 429-0083 Revision : 3-31-2006 proposed
www.LandtechSurvey.com Revision: 5/2212007 proposed
To: Joe Cicio
St. Lucie County Building Department
2300 Virginia Avenue
Ft. Pierce, Florida 34982-5652
Re: Arnold Davydov
2307 Elizabeth Avenue
Ft. Pierce, Florida
E / ST. LUCIE COUNTY
BUILDING DI
IREEVIPVE
F E
REVIEWE
DATE
PLAN AND PERMIT
MUST EX KEPT ON JOB OR
NO INSPECTION WILL BE MADE
FLORIDA LICENSED ENGINEER AFFIDAVIT
Before me, the undersigned authority, personally appeared Thomas Bechtol, P.E., License
Number 38538, who being first duly sworn, deposes and says:
On November 28, 2007, a dully authorized representative of the undersigned engineer
inspected and examined the existing Carolina Carports, Inc. metal utility structure at the above
referenced property. I determined that the structure was constructed in conformance with the
approved Metal Carport Installation Plans and Details prepared by the undersigned engineer.
It is the opinion of the undersigned engineer, that the structure is structurally sound, and is
constructed in accordance with the requirements of Section 1609 of the 2004 Florida Building
Code, and 2006/2007 Supplements. Specifically, the framing and the metal roof and wall
panels are adequately fastened, and base rails are adequately anchored to provide resistence
to design roof and wall wind pressures of -108.8 psf and -67.2 psf, respectively, based on
criteria for a partially enclosed structure in Exposure Category B and Basic Wind Speed of
150 mph.
SCANNED
BY
St. Lucie County
Further affiant saith not.2Z
�C�Z' x3
Affiant - Signed nd S I
STATE OF FLORIDA, COUNTY OF VOLUSIA Sworn to and subscribed before me this 3 day of I eAk-40r 2007, by
Thomas Bechtol
s KAYLACOYLE
f.. MY COMMISSION k DD 64M
EApIRE,Febmar�2s,2o11
pen�e7nnlNomNPun Uneenmam
Personally Known
Produced Identification:
Notary Pub' , tate of Florida ( /
Commission No.: toY53lo 7
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
..ti 0.f:0.iE
PREPARED FOR:
Carolina Carports, Inc.
P.O. Box 1263
Dobson, North Carolina 27017
PREPARED BY: 9 ,qe - 735'- irY5"/
Bechtol Engineering and Testing, Inc.
Certificate of Authorization No. 00005492
Thorna echtol, P.E.
Florida License No. 38538
CAROLIN. CSA1 . - S, INC P W. BOX 1263 DOB'SON NORTH CAROLINA27017
TABLE 1,-_BOW FRAME ANp`PANEL�FASTENER SPA _ 6 SPECIF
y,
,IQATlONS3___,u-_.__
WIND
BASIC
MAXIMUM BOW
MAXIMUM FASTENER SPACING ON -
EXPOSURE
WIND SPEED
SPACING
CENTERS ALONG BOWS (INCHES)
CATEGORY
3 SECOND GUST
(FEET)
(MPH)
INTERIOR BOWS
END BOWS
100
5.0
8
8
110
5.0
8
8
B
120
5.0
8
8
130
5.0
8
8
140
4.0
8
6
150
3.5
8
6
100
5.0
8
8
110
5.0
8
8
120
4.0
8
6
C
130
4.
6
140
3.0
8
4
150
3.0
8
4
NOTES: 1. Specifications applicable to 29 or 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube
bow frames.
2. Fasteners consist of 1/4"-14 x 1" self drilling screws.
3. Specifications applicable only for mean roof height of 20 feet or less, and roof slope of 14 degrees (3/12
pitch). Spacing requirements for other roof heights and/or slopes may vary.
t CAROLINA.CARPORTS INC P O BOX 1263 DOBSON NORTH!CAROLINA'27017
i TABLE 2 ENU�%?LOST AND E MIWAL"L PANEL FASTENER=SPACING SPECIFLCATI_O_NSt
__ �
WIND
BASIC
MAXIMUM END
MAXIMUM FASTENER
EXPOSURE
WIND SPEED
POST SPACING
SPACING ON -CENTERS
CATEGORY
3-SECOND GUST
(FEET)
ALONG END POSTS
(MPH)
(INCHES)
B OR C
100 TO 150
4.0
8
NOTES: 1. Specifications applicable to 29 or 26 gauge metal panels fastened directly to 12 or 14 gauge steel
tube end posts.
2. Fasteners consist of 1/4"-14 x 1" self drilling screws.
3. Specifications applicable only for mean roof height of 15 feet or less. Spacing requirements for
other roof heights may vary.
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 2004 FLORIDA BUILDING CODE, AND 2006
SUPPLEMENTS.
J �
THOMAS B CHTO , . .
FLORIDA LICENSE NO. 38538
8
9
fl
8
m o
E�
a
m 9
OVERALL LENGTH VARIES (100' MAXI
�u
�N
I
�
0
v
`I�
IIpYpYIIIII
��IlSEETABLEI
�,��,i�.
-III=1lII=III=1'II=III=111
III=III=III=111=III
111=III=i�S=III=III
111=III=III=111
I�li'�n
1
=III=114_III I -
-11=111=lllelll=II
a=1110111=11
♦
-11=111=111-
Y:-
�; r
C
ANCHOR LOCATIONS // SIb,E ELEVA
BECHTOL ENGINEERING AND
Certificate of Autho izatlon No. 00005492
Thomas Bechtol, P.E.
Florida License No. 38538
BECHTOL ENGINEERING
ANO TEST/NO, Inc.
CONGN.TNG GEGIEGMIIW ENVYtIXMENfALPNG WlEXW9lE311NG EXGINEFAe
G1111101001RUIXOMIhp Ni �ID
Not To
S�
C6 .
0a N
I�. �o Fo ,o
s TA_ s Y
CAROLINA CARPORTS INC.
P.O. BOX 1263
DOBSON, NC 27017
TOLL FREE 1-800-670-4262
LOCAL 336-367-6400
FAX 336-367-6410
29 OR 26 GA. R-PANEL ROOFING
(OPTIONAL SIDE PANELS)
NOTES:
1. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
2. LOCATE ANCHORS AT EACH END OF BOW.
3. FASTEN METAL ROOF PANELS TO BOW
—
FRAME WITH 1/4" x 1" SELF DRILLING
CD
C) Q W = �
FASTENERS Q 8" O.C. MAX.
—
U) R ,Q
(SEE TABLE 1 FOR FASTENER SPACING
C 1D O
SPECIFICATIONS)
"p ry
e
4. ALL FIELD CONNECTIONS SHALL BE
pl N•
(D �, (D
' 1l4" x 1"SELF DRILLING SCREWS
Q ap r (f3 7
5. ALL SHOP CONNECTIONS SHALL BE
C M `C p o
WELDED.
�• : Q ? _
6. THE PLANS ARE VALID UNTIL THE
N O ? 9.
w
NEXT REVISION OF THE FLORIDA
(D
BUILDING CODE.
N
0
C Q 3
°'::wcnm
N S�
(D W O
CAROLINA CARPORTS
SHEET 1OF8
29 OR 26 GA. GALVANIZED
METAL ROOF PANELS
FASTENED TO BOW
12
29 OR 26 GA. GALVANIZED
METAL ROOF PANELS
FASTENED TO BOW
12
'
FRAME WITH 1/4" x V
Q 3
FRAME WITH 114' x T'
3
SDF's. (SEE TABLE 1 FOR
SDF's. (SEE TABLE 1 FOR
45'
FASTENER SPACING)
FASTENER SPACING)
2 9
BOX EAVE OPTION
2
WELD ALL WEB
..
CONNECTIONS,
6" WELD ALL SIDES
BOTH SIDES
C0
C
9 BOX EAVE OPTION
w
J
5
J
b
0
'v
v
��
FIN. GRADE OR
TOP OF CONC.
�
N
FIN. GRADE OR
TOP OF CONC.
.-
v,
30'-0" MAX. BOW SPAN
TYPICAL BOW SECTION
Not To Scale
NO SCREWS 5„
REQUIRED
IN BOW BEND —\
NOTE:
14 GA FRAMING IS 2-1/2"x2-1/2" TUBE STEEL.
12 GA FRAMING IS 2-1/4"x2-1/4' TUBE STEEL. -
NIPPLES ARE 2-1/4"x2-114" 12 GA T.S. FOR 14 GA FRAMING. tO 3"
NIPPLES ARE 2"xT 12 GA T.S. FOR 12 GA FRAMING. 3„
BECHTOL ENGINEERING AND TESTING, INC.
Certificate otAuthorization No. 00005492
3u �7
Thomas Bechtol, .E.
Florida License No. 3BS38
BECHTOL-ENGINEERING
AND TESTING, Inc.
CON9aLlINeeE01EgINIG4 srmnoxAlExrA4uro Mnreaware6nxaericwmu
CWMb"I R"N"N"Ibn M. WJYA9i
26' TO 40'
TRUS TION
Not To Scale F F
O 9
9os 2so 000
TSB RAFTER 0 ;p fF
rF0/
36" TO 14' POST ONLY) RACE"XZI
O�, 0->, YO
�6"LONG -
45 SECURE(
NIPPLE 11.�
1 SELF DR1
ON EACH
BOW POST
T L 0��0
z 1" I �10. 16 GAUGE
BOW/POST DETAIL woo
I Not To Scale
SLICE)
2-112" FOR
14 GA FRAMING
2-1/4" FOR
12 GA FRAMING
BRACE SECTION
(10' TO 14' POST ONLY)
Not To Scale
AND BOW POSITIONED
AT 45 DEGREES
W/ 2 - 1/4" x 1" SELF
DRILLING SCREWS
AT EACH END
(4 PER BRACE)
CAROLINA CARPORTS
SHEET 2 OF 8
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH IW DIAMETER
THROUGH BOLT.
TOP OF SOIL OR
CONCRETE SLAB
TIE DOWN ENGINEERING
5/8" ROD
40" LONG WITH 6" HELIX
OR
30" LONG WITH DBL4" HELIX
BASE RAIL ANCHORAGE
Not To Scale
TS CONT. BASE RAIL
WASHERS
6" LONG TS 12 GA NIPPLE W/ 4 SELF -DRILLING
SCREWS, ONE ON NEAR SIDE, ONE ON FAR
SIDE, AND ONE ONEACH SIDE @ 3" UP FROM
SPLICE JOINT
INSTALL 11? x 8' EXPANSION ANCHOR THROUGH BASE RAIL
WITHIN 6' OF EACH BOWALONG SIDES OR INSIDE EVERY
OTHER END WALL POST ALONG END WALL SECTIONS �
TS CONT. BASE
12" N
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 245's CONTINUOUS
2 CONCRETE BASE RAIL ANCHORAGE
Not TOSmle (OPTIONAL)
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH
OF 2500 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL
% FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS
y BOW POST SHALL BE:
-y 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
(i tP PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH
NIPPLETO 3/16" tP O 'd// OR WEATHER AND 1 1/2 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED
TINUOUS BASE
BASE RAIL IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/41NCH FOR
RAIL
/ �j FINE GROUT OR 12 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS
�F �y S AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS
❑ 1F 10 SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN ��
J Q 21NCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER
4 ' _ 1 1/2 INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER
O-pT, REINFORCING STEEL
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
!� GALVANIZATION:
(� : �O 0 METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT
BOW/BASE RAIL COo DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE
tP WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS
3 Not To ScaleCT� �Q AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS
'yam Q (lam STEEL OR HOT DIPPED GALVANIZED.
INFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
BECHTOL ENGINEERING AND TESTING, INC. CO lO'�?s ALL REINFORCEMENT IS BENT COLD,
'F THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS
Certificate ofAuthorizatian No. BO005482 Q %� NOT LESS THAN SIX -BAR DIAMETERS AND
FIELD BENT.
PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE
Y �tP FIELD BENT.
5 C EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH
Thames Bechtol, PIE. A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONRETE SHALL BE
Flonea Ucense No. 38W ERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF
HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH.
AVBECHTOL ENGINEERING
AND TESTING, Inc.
NOTE:
14 GA FRAMING IS 2-112'X241T TUBE STEEL
12 GA FRAMING IS 2-114'x2-1/4' TUBE STEEL.
NIPPLES ARE 2-1/4'x2-1/4' 12 GA T.S. FOR 14 GA FRAMING.
NIPPLES ARE 2'x2' 12 GA T.S. FOR 12 GA FRAMING.
CAROLINA CARPORTS
SHEET 3 OF 8
30'-0" MAX
REAR WALL SECTION
Not To Scale
J
14 GA FRAMING IS 2-1/2"x2-1/2" TUBE STEEL.
12 GA 2-l/4"x2-1/4"
q'AtCQ
i�
J
FRAMING IS TUBE STEEL,
NIPPLES ARE 2414"x2-1/4" 12 GA T.S. FOR 14 GA FRAMINPI_
y G
NIPPLES ARE 2"x2" 12 GA T.S. FOR 12 GA FRAMING.
v—
�C
7A`�
BECHTOL ENGINEERING AND TESTING, INC.
Certificate of Authorization No. OP005492
Thomas Bechtol. P..
Florida License No. 39533
BECHTOL ENGINEERING
AND TESTING, Inc.
eaxsmnxo oao.saiwru, smwoxxexew nxo xuscrwra szars+a waixmts
CeNll®�"olpulM1ONe�Wn NO.fIXUw4L
29 OR 26 GA.
GALVANIZED
METAL ROOF
PANELS
TS ENDWALL
POST
29 OR 26 GA
GALVANIZED
METAL SIDE
PANELS
GROUNDANCHORS
@ EVERY OTHER
END POST LOCATION
SEE DETAIL SHEET 3
91
WINDOWS AND GLASS
EVALUATION
:NTS OF THE
TS HEADER
29 OR 26 GA.
GALVANIZED
METAL SIDE
PANELS
SECURE WALL
PANELS TO
BOW RAFTER
AND END POST
W/ 1/4"x1" SELF
DRILLING SCREWS
@ 8" O.C.
ENDWALLTS
POST
GROUND POST
@ END POST
LOCATIONS
SEE SHEET 3
FRONT WALL SECTION
Not To Scale
TESTED BY
Y, AND BEAR
iENTIFYING THE
COMPLIANCE
MA/NY. WDA 101AS2 2197
'WTION SHALL BE TESTED IN AlCE WITH
Nff
33STlf�QARD TEST METHODS F.^ STR TURAL
9DD TERIOR WINDOWS, RTAI ALLS, AND
NU TATIC AIR PRESSOR .
p OO��FpFO0
ppF�O000
����p��
OFF
CARPORT
WIDTH
MAX DOOR
WIDTH
16'
8'
18,
10,
20'
12'
22'
12'
24'
16'
26'
16'
28'
16,
30'
16'
CAROLINA CARPORTS
SHEET 4 OF 8
TS END POST O
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
HEADER WI 1/4"xl"
2"x2"x2" 16 GA ANGLE CLIP
TS HEADER SDF's-2 ON BOTTOM AND
SECURE TO POST AND
2 ON SIDE (2 REQ'D.)
HEADER W/ 1/4"xl"
SDF's-2 ON TOP AND
2 ON SIDE
•
TS STUD
D
END POST TO HEADER/RAIL CONN.�ENDs�PI?OSVBOW
CONN. DETAIL
Not To Scale
TS BOW POST
TS END POST
I I TS HEADER
1 1/2"xl 1/2"x2" 16 GA CLIP
it
__ _ _ _ n
0
29 OR GA. GALV. ANGLE SECURE TO
_
METAL SIDE PANNEL BOW POST ANDGASE
S-2
• RAIL W/4-1/4"xl"SDF's
2"x2"x2"16 GA ANGLE CLIP
SECURE TO POST AND
HEADER W/1l4"x1"
❑
SDF's ON TOP AND
2 ON SIDE
TS CONTINUOUS BASE RAIL
END BOW/BASE RAIL CONN.
HEADER TO POST CONN. DETAIL
3
Not To Scale
of To Scale
BECHTOL ENGINEERING AND TESTING, INC.
CCartifi/catere I`AN/h.ri..fion No�00005492
l
Thomas echlol, P.E.
Florida License No. 38539
BECHTOL ENGINEERING
AND TESTING, Ina
mrvsIAM0 GEGTEMKw Exvwaxuwr/4AxorurexwstFsnxa FNGwmu
Ce"a®le •1 NMolae�bn M. DIIb691
NOTE:
14 GA FRAMING 18 2-1/2"x2-1/2" TUBE STEEL.
12 GA FRAMING IS 2-1/4"x2-1/4" TUBE STEEL.
NIPPLES ARE 2-1/4"x2-1/4" 12 GA T.S. FOR 14 GA FRAMING.
NIPPLES ARE 2"x2" 12 GA T.S. FOR 12 GA FRAMING.
CAROLINA CARPORTS
SHEET 5 OF 8
Size varies. See
NOTE:
14 GA FRAMING IS 2-112"x2-112" TUBE STEEL.
12 GA FRAMING IS 2-1/4"x2-114" TUBE STEEL.
NIPPLES ARE 2-1/4"x2-1/4" 12 GA T.S. FOR 14 GA FRAMING.
NIPPLES ARE 2"x2" 12 GA T.S. FOR 12 GA FRAMING.
BECHTOL ENGINEERING AND TESTING, INC.
Certificate of Authorization No. 00005492
ornas eechtd, KE.
Florida License No. 38538
BECHTOL ENGINEERING
AND TESTING, Ina
mxsu�mmo ceoxreronrk exvwaxeaxru u+o xwreawa rasnxo aveixsFxas
rxr m"rn"u"m.iwoxo.amousx
#8 x 1 1/4" SDF
@ 8" O.C.
117/8"
CURTAIN
18 GA
�-2 1/2
GH ROLL UP
steel with
Header to post connection
with angle clip. See detail 4.
0
to -,q a " qje -
yFs h�`r/�d ��trpc tracto
�� �A. a tUr@S r TS END POST
YIG'AsG���`j�'i ma9E j TS HEADER
� #8x11/4"SDF
A FQ ,�1 U @ 8" O.C. EmaI
INT�2IO��j�/,,� A-ro EXTERIOR 2"x2"x2"16GAANGLECLIP
—`0"Y,p �i 0 .O SECURE TO POST AND
'9A d O ® HEADER W/ 1/4"x1"
.O �.p SF SDF's-2 ON TOP AND
%/� JO FO Q 2 ON SIDE
�lF��o�y9o2o��
3 SECTIO� HEADER TO POST CONN. DETAIL
Not To Scale Not To Scale
CAROLINA CARPORTS
SHEET 6 OF 8
n n II
I II II
I
1 2
7 7
CLEAR SPAN AS REQUIRED 12'-0" MAX.
I II
it
j
II I
I II
II
II �
I II
l
I l
6° INS--F
3
7
rwl 6.
II I
TIE DOWN ENGINEERING
46" LONG WITH 518" ROQ/AND 6" HELI
EYE ANCHOR PART#59 �F
-'-- --... I .
Slut OF Ru N
Not To l'O�14
/ (//^� �V�"
� Ac" 'O9 rE.o
yI LIPIP AA' ���C
NOTE: `x
14 GA FRAMING IS 2-112"x2-1/2'TUBE STEEL.
12 GA FRAMING IS 2-1/4'x2-1/4" TUBE STEEL./�rN�
NIPPLES ARE 2-1/4°x2-1/4° 12 GA T.S. FOR 14 GA FRAMING. 'Ol
NIPPLES ARE 2"x2" 12 GA T.S. FOR 12 GA FRAMING. Cd ,Q
BECHTOL ENGINEERING AND TESTING, INC. OOtCs
Certificate of Authorization No. 00006492
Thomas Bechtel, P. .
Florida License No. 30530
BECHTOL ENGINEERING
AND TESTING, Ina
mov
mxswamo asaracxxirw4 wnamuwrs�,wo evmuus issnxo wmxssas
Cem�auarPutlwMu"n Ne. WSSnp[
NIPPLE TO
BASE RAIL
TS BOW RAFTER
6" LONG TS 12 GA NIPPLE.
SECURE BOW & POST TO
NIPPLE WITH 2 - 1/4"x1"
SELF -DRILLING FASTENERS
ON EACH SIDE
(4 PER SPLICE)
TS BOW POST
/heei BOW/POST DETAIL
f Q$A x7$tj Gp� O 1 Not To Scale
or 0h 4
/p$t rQA/�si�f01 e
�v0 Ode Of�h Rt", 914,,
04ot ,tOf $O0 i$t 1'Or
"/c_, /r_ he
6" LONG TSh2VGIPLE.
TO
L NERS
ON EACH SIDE
(4 PER SPLICE
—DOUBLETSINDERP
3/16" NIPPLE
BASE RA
6" LONG TS 12 GA NIPPLE W/ 4 SELF -DRILLING
SCREWS, ONE ON NEAR SIDE, ONE ON FAR
SIDE AND ONE ON EACH SIDE @ 3" UP FROM
SPLICE JOINT
TS BOW POST
TS CONTINUOUS BASE RAIL
3/16" NIPPLETO
BASE RAIL
BOW/HEADER DETAIL BOW/BASE RAIL CONN. DETAIL
2 Not To Scale 3 Not To Scale
CAROLINA CARPORTS
SHEET 7 OF 8
29 OR 26 GA- GALV.
METAL ROOF PANELS
FASTENED TO BOW
FRAME WITH 1/4" x 1"
SDF's @ 8" O.C. MAX.
(SEE TABLE 1 FOR FASTENER
SPACING SPECIFICATIONS)
BOX EAVE OPTION
14'-0" MAX.
NIPPLE TO
BOW RAFTER
WELD
36" x 2" x 2.5" 16 GA BRACE
(10' TO 14' POST ONLY)
(SEE BRACE SECTION,
SHEET 2 OF 8)
30'-0" MAX. BOW SPAN
to
forp0f1$!bf/fty O /8"a�
/'8' IQH 6" HELIX WITHIN
� 6fSFt�H BOW WITH EXTENSIONS
,q Fs�A. lost ape to h LaceMant °f strucftractor
TYPINot To �Ae /� ✓F �� ION SECIftlIne da�a$e
o -` FO or41- oee
o
�%/ 4' S ���'�%/In -�v0 12" LONG TS 12 GA
/Ty�soNIPPLE SECURE POST
0O�P,p scup SDF's ONE ON NEAR SIDE, ONE ON
�pA 'ti FAR
Foro^^For, ,,ACE,ILOCATED @ 9" DOWN
l,C OiQ'1'ZROM MEMBER END
NW"
B R3/16
W D
14 GA FRAMING IS2-1170AIT TUBE STEEL
��(
rr,�rs
12 GA FRAMING IS 2-1/4'x2-1/4'TUBE STEEL
C(� O
NIPPLES ARE 2-1/4°x2-1/4' 12 GA T.S. FOR 14 GA FRAMING.
T 18 GAGE FURRING CHANNEL
36" x 2" x 2.5" 1
NIPPLES ARE 2'x2' 12 GA T.S. FOR 12 GA FRAMING.
FA NED TO EACH BOW WITH
(10' TO 14' PO:
(2) 114' x 1" SELF DRILLING FASTENER
(SEE BRACE S
SPACED NOT MORE THAN 4'-0" O.C.
SHEET 2 OF 8)
BECHTOL ENGINEERING AND TESTING, INC.
Certificate of Authorization No. OODDS492
C Thames Bechlcl, .E TgZ Ss'Z.S
Florida License No. 30539
BECHTOL ENGINEERING
AND TESTING, Ina
,m�araeoceareo«iv.-errvmoxuvawmm wimwe,F.,mroexcw ma
amemm m nw.mrne"w. aooesaez
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
" 6" LONG TS 12 GA
NIPPLE SECURE POST
TO NIPPLE W/4- 1/4" x 1" SDF's
ONE ON NEAR SIDE, ONE ON
FAR SIDE AND ONE ON EACH
/ FACE, LOCATED @ 3" DOWN
FROM MEMBER END
TS BOW POST
BOX EAVE
BOW/POST DETAIL
Not To Scale
6" LONG TS 12 GA
NIPPLE SECURE POST
6" TO NIPPLE W/4-1/4"x1"SI
ONE ON NEAR SIDE, ONE C.
FAR SIDE AND ONE ON EACH
1 i / FACE, LOCATED @ 3" DOWN
. i i FROM MEMBER END
TS BOW POST
SIDE EXTENSION
BOW/POST DETAIL
Not To Scale
CAROLINA CARPORTS
SHEET 8 OF 8
rt
Attachment 1
Approved Products List
Product Category Sub Category Manufacturer Approval No. Approval Date
Exterior Doors Swinging Elixir Industries Ga. FL1722.R1 03/03/04
Exterior Doors Roll -Up Asta Industries Inc. FL3727.1 10/11/05
Exterior Doors Roll -Up US Door and B, F1,3912.1 03/16/05
Windows Single Hung Phillips Produ F1,6228-111 10/11/06
Structural Components Roof Deck Carolina Carpo FL6596.1 07h2/06
Structural Components Structural Wall Carolina Carports Inc. FL6702.1 07/12/06
It/fill b
Attachment 1
Approved Products List
Product Category Sub Category Manufacturer Approval No. Approval Date
Exterior Doors Swinging Elixir Industries Ga. FL1722.R1 03/03/04
Exterior Doors Roll -Up Asta Industries Inc. FL3727.1 10/11/05
Exterior Doors Roll -Up US Door and B, F1,3912.1 03/16/05
Windows Single Hung Phillips Produ F1,6228-111 10/11/06
Structural Components Roof Deck Carolina Carpo FL6596.1 07h2/06
Structural Components Structural Wall Carolina Carports Inc. FL6702.1 07/12/06
It/fill b
0
"off
t 64
0
J
f `V
ILA COPY
c, vj
`7702 � �e 9 s'-6�
r
Page 1 of 1
Details Parcel ID: 2428-604-0041-000-3 Card Number: 1 Account Number: 32467
Code
Area
Perimeter
Description
SAS -
BASE
811
128
AREA
CP8-
CLOSED
209
60
PORCH/80
CPS -
CLOSED
120
44
PORCH/80
GR5-
GARAGE
190
58
50
OP3-
OPEN
15
16
PORCH 30
UT6 -
60
32
UTILITY/60
3b�40 v 1141t�- ar'
i- 465x3.fa 5( 62
l bu q :5
Ir-iq8 -ff
http://www.paslc.orgfbasearea.asp?sketch=\32000\467001.jpg&account=32467&card=l &... 5/30/2007