HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE >'JSE ONL _:
DATE FILED: �� -Da33
PLAN REVIEW FE : f 00 � OO RECEIPT NO.: S PERMIT NUMBER �yO3
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Ft. P772-462-1553
St
2-5652 �0����D
LuC►0
APPLICATION for
BUILDING PERMIT county
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
LOCATION/SITE ADDRESS: 2,07
Te-a - ,.o c—
1.
®
2.
PROJECT NAME: r
SITE PLAN NAME:
3.
PROPERTY TAX ID #: 13 12 W)
0 2- Z 3 O/O O C?
'4.
s
LEGAL DESCRIPTION (attach extra sheets if necessary): g0/ J•94F 17 P.i S��i — / a
Zn r
C 3, - 6
5.
PLAT BOOK 6. PAGE NO.
7. BLOCK NO. 8. LOT NO.
c,
9.
®
PARCEL SIZE (ACRES/SQ FT.):
LOT DIMENSIONS:
104
11.40
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION [ ] EXPANSION/ADDITION
[ ] RESIDENTIAL [ ] .COMMERCIAL
[ ] OTHER (SPECIFY)
13. P DESCRIPTION OF PROPOSED USE:
[ ] INTERIOR RENOVATION
[ ] INDUSTRIAL
14. ® SQ. FT OF CONSTRUCTION: 9,60 15. SF. FT 1st FLOOR: Ot L B �L► s� ```00 i
i
16. ® VALUE OF CONSTRUCTION: $ 3OZ
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. 1f the valuc;is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
UPDATED 6/25/09
OWNER INFORMATION
NAME: ®.�a_m e-S L
• • A
CITY: � STATE: I.• ZIP: I
PHONE (DAYTIME): %Ct Email: rC rrt
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LI TED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW. 7 )p co q GC • CGYYI
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY:
PHONE (DAYTIME): U
CONTRACTOR INFORMATION
STATE:
-ST. of FL REG.CERT #: �_ �i• %5�L1 ��i ST. LUCIE COUNTY CERT #:
BUSINESS NAME:
ZIP:
QUALIFIERS NAME:
ADDRESS:
CITY: _"(� Yv 'STATE: 14 ZIP: Z701
PHONE (DAYTIME): &7 Q7 " !K M FAX NO. V4191L:Q74CEmail: 100V% . oSat. gkom . Go
ARCHIT/EN
ADDRESS:
CITY: r)e_` CLVU_A
PHONE (DAYTIME): (_ )
BONDING COMPANY:
ADDRESS:
CITY:
STATE: F L. ZIP: S L/ G U
STATE:
MORTGAGE LENDER:
ADDRESS:
CITY: STATE:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
James Endress
Record: 1 of 1
"Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
vJCIE..
Site Address:
5207 Feather Creek Dr
PafcellD: 1c=`t3TM0M2%23-000=9—In�G
y�
Sec/Town/Range:
12 :34S :39E
Account#. 4663
Map ID:
13/12S
Use Type: SF Res
-
Zoning:
RS-4
City/Cnty: Saint Lucie County
Ownership and Mailing
Legal Description _
Owner.
James Endress Janice A Chamberlin- SINES S/D PHASE II-B- LQf 420 1-3�t2S}(QB�35.43-
®1671)u
Endress
Address:
5580 Marsh Rd
China MI 45054
Sales information
Assessment 2013 Total Land and Building
Date
Price Code Deed
Book/Page 2013 Final: 134300 Land Value: 24200 Acres: 0.39
12/3/2013
125000 0112 SP
3593 / 1671 Assessed: 134300 Building Value: 110100
1/23/2013
248900 0112 WD
3549 / 2132 Ag.Credit: 0 Finished Area: 2098 SgFt
11/20/2002
192900 00 WD
1617 / 2332 Exempt:
5/27/1998
143000 00 WD
1148 / 1566 Taxable:
2/17/1998
100 01 QC
1128 / 1577 Taxes: 2719.86
6/30/1989
137000 00 WD
0644 / 2712
4/1/1988
65000 02 CV
0583 / 0834
12/1/1986
21000 00 CV
0524 / 0867
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
SD - Dim Shingle
ExtType: HC+ - HC+
YearBit:
1989
Grade: C+ - C+
EffYrBit:
1989
StoryHght: 0010 -1 Story
No.Units:
1
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
FuliBath: 2
HeatType:
FHA - FrcdHotAir
1/26ath: 0
HeatFuel:
ELEC - Electric
%A/C: 100
%Heated:
100
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond.
YrBit.
No. Use Type
SWAV - RES POOL AVG Y 1
450
AV AV
1989
1 0100-SF Res
ENC2 - POOL ENC-AVG Y 1
896
AV AV
1989
DWC - Driv-Concret Y 1
760
AV AV
1989
PHTR - POOL HEATER Y 1
1
AV AV
1989
PA01 - POOL DK-AVG Y 1
446
AV AV
1989
RoofStruct HP - Hip
Frame: - '
PrimeWall: BS - CB Stucco
SecWall: -
PrmintWall: DW - Drywall
AvgHt/FI:
Prm.Rors: CU - Carpet
%Sprinkled: 0
Type Measure Depth
25-3.r--Fsorit F T3tf1 �
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUTT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
S
i�
http://Www.paslc.ora/Daslc/Prc.asp?prchd=131280102230009 ' 3/4/2014
CERTIFICATION:
'n1jisa0plicaticin ishereby nude toobtain ipchniftod6the work and installations as indicated, and -to ob aiii d ccrtificatc of capacity,
if applicable, for the permitted work: I certifythat work -or installation leas commenced prior to the issuance to a permit and that all
%york-wAlt be perforined to meet the standards of all laws regulating construction in this jurisdiction. 'I understand that-stparate-permits
may be rouired for ELECTRICAL, PLUMBING, SIGNS;%VELLS
POOLS, FURNACES, BOILERS HEATERS TANKS.
AND AIR CONDITIONERS, FENCES, ETC., not otherwise h1c,lud'ed with this building permifoppHeation.
St. Lucie"Coi,ifiiy makes -no representation that, its granting of a permit will authorize th6 permit holder to build thesubjectstructure
which is in confliet'vAtli any applicable"Homeowner Association rules, bylaws or any covenants
oven ants that may restrict drprohibit such
structure. Please consult with your Homebimr?s Agsociition and,review your4ped for any-restrictionsvAlich may apply;
The following building permit applications are exempt from vidergoing a.full. concuffen6y review, room additions; accessary
structures (all types), sw"imming. ppqls, fences,, walls, signs; screen -rooms, utility subst6tions A accessory us to another ,non-
residential
rMiddntial use.
NOTICE TO OWNER: YOUR FAILURE TO, RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. ANOTICE OF
COMMENCEMENT MU I ST BE RECORDED ANDTOSTED ON, THE'JOBSITE'BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WfTfIYOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT is NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT:E. IN
' AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE
GOOD FAITH TO DELIVER A COPY -OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE -PERSON WHOSE PROPERTY -IS SUBJECT TO ATTACHMENT.
0 NER OR CONTRACTOR SIGNATURE
STATE_OF FLOIU6D,
COUNTY OF
Tho foregooin j 110trument was Acknowledged before
r
me tblsc�_L day of 20./4
.1
by /�-AM M ral hQ
v bA
whoispersonallyknoi*4—or hns.pi-o004
(.a, )6.4; rZ
CONTRACTORSIGNATURE
STATE. OF vaAmkmA
COUNTY
The foregoing instrument was acknowledged I -be . fore
me this 1LA r day of ArCk,' 20L4
,_/\AtcW
who Is persoiia.11y known _ or has'produced
$ignRtU_ke'of N-0tar, nature of No!
y
Nf Id! State of Florida
Conini. Expires Mar 22,201
Commission No. . . . . . ) Commission # EE 877571 elmisillon No.
Rnmi. o. Through National Notary Assn.
as identification.
NOTE- TWO (2) SIGNATURES, ARE REQUIRED, EACH SIGNATURE MUST BE.NOTAIRIZED. IF APPLYING -FOR
THIS BUILDING. PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF TMS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS,
For -specific -instructions see -appropriate permit checklist:
OFFICE USE ONLY BP ,_ hia3 -da33
SECTION
, -a
TOWNSHIP
3�C 5
RANGE
3c�
MAP NO.
ZONING
h5 Lk
LAND USE
R v
LOT CVG %
TAZ NO.
FLOOD ZONE.5c
FIRM MAP #
7-0
IsT FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
Before 111990
LOT OF REC
After 111990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
-REPORT
CODE
�'��
HABITABLE
AREA
RADON
FEE
PERMIT
FEE
LIBRARY
IMPACT
FEE
PUBLIC BID
BRACT FEE
CORRECTION
PUBIC BID
BRACT
FEE
GENERAL
PARKS
IMPACT
FEE
SCHOOL
BRACT
FEE
ROAD
BRACT
FEE
CREDIT
Y
N
LAW ENF
BRACT
FEE
FIRE/EMS
IMPACT
DRIVEWAY
REQUIRED
Y
N
DRIVEWAY
FEE
ADAM41STRATNE
VARIANCE FEE
FEE
SPECIFY
SUBS
MECHANIC _ ROOF
ELECTRIC GAS
NON -CONFORMING
LOT OF RECORD
MISCELLANEOUS
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
COUNTER .
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW
SEA TURTLE
REVIEW
MANGROVE
REVIEW
DATE
RECEIVED
'V 1
nl
v
zG •/
DATE
COMPLETED
3 `� 1i6'
INITIALS
00
04/28/2014 3:26 PM FAX 7724663765
APPLEBEE ELECTRIC
PERMIT #
by
ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
. 0002/0003
k' l OW) J, • , c,%4-1
CEIVED AIR 2 8,2014
SCANIVEL
By
St. Lucie County
State of Florida Certification Number (if applicable):
have agreed to be the
va -'° (Company Name/Individual Name)
v-t(- c, S ub-contractor for
(Type of Trade) (Primary Contractor)
For the project located at Sot,Q"7 t-fp v47T-z_ _ _eK V)y, d e .
(Project Street Address or Property Tax 1D #)
it is understood that, if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and zoning Department of St. Lucie County by filing a
Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00)
BUSINESS QUALIFIER (Name of the individual shown on the Contractor's License)
I
NOTARIZE' D SIGNATURES ARE REQUI.R)ED
Business Name:-
Address: •�C�
City/State/Zip: C"'� ,-pl ,%q 01 S
Phone: 7� �0 email: Q �,hr_EeLLc-rYZt 'e � ��i$Q!/TFie NZ'T'
�' 4&beE— ")nk4o Co. 1QPDV Ae-e— tq ISO ILI
C—)duml —
SIG _ TURE PRINT NAME DAT
STATE OF FLORIDA, COUNTY OF r
THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TAI ff' DAY OF , 20 )
BY �(� a�Q .Q WHO is P ONALLY K OR HAS
CED
AS IDENTIFICATION.
(STAMP)
CNATI)RE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC
SLCPDS:12/1b/2013
T Myod L La b DT Flafida
• Trace L Lamb
wv ExPCro 01/25/20 6 159114
04/28/2014 3:26 PH FAX 7724663765 APPLEBEE ELECTRIC 0003/0003
Site Address:
5207 Feather Creek Dr
ParcellD:
1312-801-0223-000-9
�wL'rc
Sec/Town/Range: 12 :34S :39E
Account*
4663
Map ID:
131128
Use Type:
SF Res
k
Zoning:
RS-4
City/Cnty:
Saint Lucie County
�Ownership and
Mailing
LegalDescription
Owner:
James Endress Janice A Chamberlin- HOLIDAY PINES S/D-PHASE II-B- LOT 420 (MAP 13/12S)
Endress
(OR 3593-1671)
Ad Tess:
5680 Marsh Rd
China MI 45054
Sales In-f-ormation
Assessment
2013 Total Land and
Building
Date
Price Code
Deed
Book/Page 2013 Final:
134300 Land Value:
24200 Acres: 0.39
12/3/2013
125000 0112
SP
3593 / 1671 Assessed:
134300 Building
110100
1/23/2013
248900 0112
WD
3549 / 2132
Value:
11/20/2002
192900 00
WD
1617 / 2332 Ag.Credit:
0 Finished
2098 SgFt
6/27/1998
143000 00
WD
1148 / 1566
Area:
2/1711998
. 100 01,
QC
1128 / 1577 Exempt:
6/30/1989
137000 00
WD
0644/2712 Taxable:
4/1/1988
65000 02
CV
0583 / 0834 Taxes:
2719.86
12/1/1986
21000 00
CV
0524 / 0867
View:
-
RoofCover:
SD - Dim Shingle
RoofStruct
HP - Hip
ExtType:
HB-- HB-
YearBlt
1989
Frame:
Grade:
B- - B-
EffYrBlt:
1989
PrimeWall:
BS - CS Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHtIFI-.
1/213ath:
0
HeatFuel:
ELEC"- Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100 -
%Sprinkled:
0
Type
Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth
SWAY - RES POOL AVG
Y 1 450 AV AV 1989 1 0100-SF Res 255 -Front Ft 100 170
ENC2 - POOL ENC AVG
Y 1 896 AV AV 1989
DWC - Driv-Concret
Y 1 760 AV ' AV 1989
PHTR - POOL HEATER
Y 1 1 AV AV 1989
PA01 - POOL DK-AVG
Y 1 446 AV AV 1989
UTL3 - UTILITY AVG
Y 1 120 AV AV 1999
THIS INFORMATION IS
BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT
WARRANTED.
04/28/2014 3:26 PM FAX 7724663765
1
APPLEBEE ELECTRIC
121 0001/0003
JAK INC.r DBA
APPLEBEE ELECTRIC
P. O. Box 15
Fort Pierce, FL 34954-0015
Telephone: (772) 466-7930
Fax: (772) 466-3765
Date: 4/28/2014
Pages including cover sheet:
Attention: Permitting Dept.
Company: SLC Permits
Fax #: (772) 462-1578
From: Melissa Parramore
FAX TRANSMITTAL
3
Comments; Please see the following pages for our sub contractor forms.
Thank you,
Me[—
A
Joe Cicio
From: jtreestumpp@aol.com
Sent: Thursday, March 27, 2014 3:00 PM
To: Joe Cicio
Subject: Re: Permit Number 1403-0233
Attachments: IMAG0621jpg
To the right bedroom to the left bathroom
Sent from my Sprint phone.
----- Reply message -----
From: "Joe Cicio" <cicioi@stlucieco.org>
To: "jtreestumpp@aol.com" <jtreestumpp@aol.com>
Cc: "JoeCtclo" <ciclol@stlucieco.ore>
Subject: Permit Number 1403-0233
Date: Thu, Mar 27, 2014 2:51 PM
Good afternoon James,
There are [ 2 ] windows located behind the air conditioner and pump going toward the rear of the home. Could
you please tell me what type of room or rooms are inside the windows
Thanks
J,TVU# X Gicio
Plans ExaminerH
Standard Building Inspector
Building Plans Examiner
One and Two FamVyDwellingInspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462-1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and !
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
1
Vftftft- 117..,
s:-
. ;p, '
Irw
Qro
■
Of
"re /I
jw-i
'. _
_hoc �l _ i
Fwl
Corporate Office 'roll Free 800-670-4262
P.O.Box 1263
'�i►iil�1. ,ocal 336-367-6400
-�. -
187 Cardinal Ridge Tr. orp Fax 336-367-6410
Dobson Nc, 27017
Email: cci.nc@carolinacarportsinc.comFaxed
Website: www.carolinacarportsinc.com
Dealer USA QUALITY STEEL BUILDINGS LLC.
DlrPhone
866-961-7628
Date
3/3/2014
Customer Name Jim Endress
County
St Lucie
zip
34951
Address 207 Feather
City
Ft Pierce
State
FL
Phone: Work
Home
586-634-1186
Tax %
7.0000%
Email Lreestumppt�aol
Unit Size 10x21 Height 8 Gauge
Color (Top) Gat ae
(Trim) Braces
(Sides)
Certified
NOTES: Height
Sides
Concrete pad $5.50 sq ft Front
Back
Walk Dr.
Roll Dr
Roll Dr
' Roll Dr
Frame Oi
Windows
Gable(s)
(Plans Permit
Panels
Con. Fee.
Description Quantity
$ -
$ -
8ft
$ 100.00
$ 425.00
$ 526.00
$ 525.00
$ 200.00
$ 500.00
Vertical Ends I
Other air cut out
Other
sub tot
$ 3,120.00
$ (100.00)
total 1 :0 z,uxu.uu
I IVIA I ILIA I I IAI• /1V VI f-f-.w I I I -
Roof Style Regular Box Eve x Vertical _
Installation Type Cement _ Ground _ Asphalt Other
Power Available Yes No Uncertified Certified
made by and between Carolina Carports, lnc.('CCI"), a
North Carolina corporation, and (the "Buyer")
I's various products including the (14) fourteen gauge, twelve
?s to sell, pursuant to the terms listed in this Agreement,the item
Scribed above.
is agreement, including the terms and conditions contained
on the
Customer CCI:
All Orders C.O.D.
Price:
$ 3,020.00
Tax:
218.40
Subtotal:
$ 3,238.40
Down payment
Additional
Labor Charges:
Plans and Services
Total
$ 3,238.40
Balance
due on
delivery
$ 3,238.40
By: STEEL BUILDINGS LLC.
How did you hear about C.C.I Internet Agent Ron Tisdal
Planning & Development Services
Building & Code Regulation Division
23.00 Virginia Avenue,
Fort Pierce, FL 34982
Phone:(772)462-217.2 Fax.:(772)462-6.443
PROPERTY INFORMATION
Address: 5207 Feather Creek Dr
City / State / Zip: Fort Pierce, FI 34951
Parcel #: 1312-801-0223-000/9
Zoning: RS-4
APPLICATION INFORMATION
Permit Number: 1403-0233
Permit Type: BUILDING (MISCELLANEOUS)
CONTRACTOR INFORMATION
Contractor Name:
Michael R Johnson
Business Name:
Carolina Carports Inc
Business Addr:
187 Cardinal Ridge Tr
City / State / Zip:
Dobson, Nc 27017
REVIEWS AND COMMENTS
REVIEW COMMENTS
Page 1
Owner(s):
James Endress / Janice A Chamberlin-
Endress
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 420 Block:
Stories:
4 +v
. <veyaeS
Automatic Sprinkler System? No
Fax Number: 336-367-6431
Email: -Michael.J@Ccihq.Biz
Review Type
Status Reviewed By Date Started, Date Completed Date Released
DOCUMENTS MISSING
PENDING Deanna Givens
3/1812014
Comment:
NOTICE OF COMMENCMENT
3/18/2014
Comment:
CONTRACTOR NEED TO SIGN THE BACK PAGE AND HAVE IT NOTARIZED
3/18/2014
Comment:
NEED VEG PERMIT
3/18/2014
Comment:
FILLED LANDS AFFIDAVIT
3/21/2014
Comment:
ELECTRIC SUB CONTRACTOR AGREEMENT REQUIRED
FRONT COUNTER REVIEW
COMPLETE Deanna Givens 3/18/2014 3/18/2014 3/18/2014
Comment:
PLANS EXAMINER REVIEW
INCOMPLETE Joe Cicio 3/26/2014
3/26/2014
Comment:
SUBMIT DUPLICATE, ORIGINAL, SIGNED, RAISED SEALED AND DATED PLANS FROM THOMAS BECHTOL
P.E.PER F.S. 471
3/26/2014
Comment:
IS THIS A CLOSED BUILDING AND IF SO SUBMIT DUPLICATE, LEGIBLE COPIES OF THE COMPONENTS
PROPOSED [ WINDOWS, DOORS ETC ] PER THE FL#S ON THE APPROVED PLANS
Comment:
IS THIS BUILDING PROPOSED ON A NEW FOUNDATION; EXISTING SLAB OR EARTH MOUNT / PLS INDICATE
3/26/2014
ON REVISED PLANS
3/26/2014
Comment:
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
3/27/2014
Comment:
SUBMIT DUPLICATE ELECTRIC SCHEMATICS FOR THIS BUILDING
ZONING REVIEW
COMPLETE Jeffrey Johnson 3/21/2014 3/21/2014 3/21/2014
Comment:
T
Joe Cido
From:
Joe Cicio
Sent:
Wednesday, March 26, 201411:45 AM
To:
'rontisdal@yahoo.com'
Cc:
Joe Cicio
Subject:
Permit Number 1403-0233 comments
Attachments:
Report_FL_Review_Comments_Noncompliantjrf[1].pdf
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional , contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank you,
J05ep[i.A4. Gidc'
Plans Examiner II
Standard Building.Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
.One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462--1553
Please'Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
1
Y
Planning & Develo
Building & Code Rej
2300 Virginia
Fort Pierce, Fl.
Phone.t772j462 2172
REVIEW COMMENTS
Page 1
PROPERTY INFORMATION
Address: 5207 Feather Creek Dr Owner(s):
James Endress / Janice A Chamberlin -
City / State / Zip: Fort Pierce, FI 34951 Endress
Parcel #: 1312-801-0223-000/9 Jurisdiction: SAINT LUCIE COUNTY
Zoning: RS-4 Lot#: 420 Block:
APPLICATION INFORMATION
Permit Number:
1403-0233 Stories: Automatic Sprinkler System? No
Permit Type:
BUILDING (MISCELLANEOUS)
CONTRACTOR INFORMATION
Contractor Name:
Michael R Johnson Fax Number: 336-367-6431
Business Name:
;Carolina Carports Inc
Email: Michael.J@Ccihq.Biz
Business Addr:
187 Cardinal Ridge Tr,
City / State / Zip:
Dobson, Nc 27017
REVIEWS AND COMMENTS' :"' ; ' '!
Review Type
Status Reviewed By Date Started Date Completed Date Released
DOCUMENTS MISSING
PENDING Deanna Givens
3/18/2014
Comment: NOTICE OF COMMENCMENT
3/18/2014
Comment: CONTRACTOR NEED TO SIGN THE BACK PAGE AND HAVE IT NOTARIZED' '
3/18/2014
Comment: NEED VEG PERMIT
3/18/2014
Comment: FILLED LANDS AFFIDAVIT
3/21/2014
Comment: ELECTRIC SUB CONTRACTOR AGREEMENT -REQUIRED
FRONT COUNTER REVIEW
COMPLETE Deanna Givens 3/18/2014 ' ,.. 3/18/2014 3/18/2014
Comment:
PLANS. EXAMINER REVIEW INCOMPLETE ..-. Joe Cicio 3/26/2014 :,; •,,- ;
Comment: SUBMIT DUPLICATE, ORIGINAL, SIGNED, RAISED SEALED AND DATED,PLANS FROM THOMAS BECHTOL
3/26/2014
P.E.PER F.S. 471
Comment:. IS THIS A CLOSED BUILDING AND IF SO SUBMIT DUPLICATE; LEGIBLE COPIES OF THE COMPONENTS
3/26/2014
PROPOSED [ WINDOWS, DOORS ETC] PER THE FL#S ON THE APPROVED PLANS
Comment: IS THIS BUILDING PROPOSED ON A NEW FOUNDATION, EXISTING SLAB OR,EARTH MOUNT / PLS INDICATE
3/26/2014
ON REVISED PLANS
3/26/2014
Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE
ZONING REVIEW
COMPLETE Jeffrey Johnson 3/21/2014 3/21/2014 3/21/2014
Comment:
Apr 02 2014 6:16PM AKCC Fnandal 11( )2-336-9777 page 1
-: t'�, l A14 ieelp�
��-�� ��'��tPJt Crr/eC�•� ��' y
c
'TABLE 1
BOWIRAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS:
AVERAGE FASTENER SPACING.
MAXIMUM
ON-bENTERS ALONG RAFTERS OR
RAFTERlBOW
PURLINS, AND -POSTS OR GIRTS
WINO:
ULTIMATE
NOMINAL
AND,END.POST
-
(INCHES)RISK
INTERIOR
END
EXPOSURE
WIND SPEED
WIND SPEED.
SPACING
CATEGORY
CATEGORY
(MPH)'
(MPH),
(FEET)
BOWSIRAFrERS
`BOWSIRAFTERS
115 TO 150
�:�
8S TO' 11.6
'
6.0
6
6
1,.11,111,'orIV•
B.:C,'aTD..
151 T.O'180.
w TO 139
4.0
B.
NOTES: r 1. Specificallons:applicahW to 26 gauge metal panels tastaned olrac0y to 12 or IA gauge steel lubo bow frames.
2. Fasteners cchalstof 4t4'-14Xi'sal(-dNling scaws with canuoi seal'washer.
3. Specifications appficahW only for moan roof haight of 20 fact or loss, and mal slopes of 14' (3:12 pitch). Spacing requirements for other
• coal hetUms.andior slopes may vary. - -
4. Ground anchor raqubehmms arc 1 @ each comer and one every olha(Interior hgw1mtter post Location, at a maxtmum of 10' O.C., and
both sides at openings whom base tall Is ahsont.
S. Ground anchorsare not raqulred wjlh cpnaoto slab construction.
APPROVED PRODUCTS -LIST
APPROVAL
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
No.'& DATE '
STRUCTURAL COMPONENTS,
PROOF DECK
�CAROLINA CARPORTS, INC;.
FL9696-R2 �'
•
2a Gouga AG Panel ''
701091i2
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702-R2
-.
26 Gaugd.AG Panel
10109112
- EXTERIOR DOORS.
SWINGING
.ELIXIR INDUSTRIES GA
FLI722 R4
Model 402.14.
P3114112
EXTERIOR DOORS'
• ROLL -UP
ABTA INDUSTRIES INC.
FL8880-R3
•
6Iwal203
04/03112
WINDOWS
SINGLE HUNG, -
POCAHONTAS ALUMINUM COMPANY, INC.:
F62040-R1
'
Model Ilia VS
44106112
GENERAL NOTES:. ,
1, ALL STEEL TUSIN43 SHALLBE tie KSI STEEL, . -
2. FASTEN METAL ROOF.ANO WALL. PANELS TO FRAMING WITH 1W a I'SELF DRILLING FASTENERS WITH CONTROLSEAL
WASHER @ 6- O.C. AVERAGE.
3. ALL FIELD CONNECTIONS' SHALL BE 114'& 1' SELF DRILLING SCREWS.
4.. ALL SHOP CONNECTIONS SHALLBEWELDED.
9. CONCRETE EXPANSION'ANCHORS SHALL BE WEJ-IT.ANKR-TITE MODEL ATIZU, OR SLEEVE ANCHOR MODEL'HSA 1260, OR
EQUIVALENT.' .
ST. LUCIE COUNTY BUI!LDING!D ION
Pre -Reviewed Not In
Reviewedfly:
Date: zG -r
METAL CARPORT INSTALLATION.PLANS,AND DETAILS
AND : n
FRAMING AND FASTENER SPECIFICATIONS
'i
'r FOR CONSTRUCTION IN THE
' STATE . OFF LORIDA
- - PREPARED FOR! I'
CAROLINA CARPORTS; INC ? -
P.O.BOX 1263
DOSSON;.NORTH CAROLINA 27017 • j'
PREPARED BY: y
UECHTOL ENGINEERING AND, TESTING, INCi
606 WEST NEW YORK AVENUE.
DELAND, FI;OR10A. 32720
- C0rtl8cato ol. Authalizafbn No. 00005492 . .
WINDOW AND'DOORNOTE
EXTER1Ok WINDOWS AND GLASS DOORS SHALLBETESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WOMA OR'OTHER.APPROVED LABEL '
IDENTIFYING. THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THEREQUIREMENTSTHE
FOLLOWING SPECIFICATION: t
ANSUAAMAINWWDA 10111SZ 2187
THE CONSTRUCTION. SHALL BE TESTED IN ACCORDANCE WRH ABTM E 330, STANDARD TEST
METHODS. FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
.DOORS BY UNIFORM STATIC AIR PRESSURE,
THIS'13 TO'C�RTIF'Y THAT THE CALCULATIONS -AND SPEOIFICATIONS;NEREIN HAVE BEEN PREPARED BY
THE UNDERSIGNED. PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 166 OF THE 2610 FLORIDA BUILDING CODE. THE PLANS ARE VAUD UNTIL'THENEXT FIEVISION
OF THE FLORIDA BUILDING CODE.
BECHTOL INC.
CAROL;INA-CARPORTS,- INC.
142
BECHTOL ENGINEERING.
.Ake tF9hMd, Na wn. JP ' GIRou
.a,�� a..,, wo... m,.,:�m.• Q
- ..o.,v 1y . I� BMEtT IbF9
J
L
.. ', -
-
-• LENGili V1W1ES
•
'Y R{w{Y✓�NYY�C DV .v,Ya,
- '
.. :."DVtILLLL
'� "� OEPENGS ON NUNBER
RNLI SPACWG DF.BDVJy-1
D-L'PE�i,D O�LI WI ANPB
ACIND GFB
Pa91eni01D[6Y/wae tm ur..P1J.a ..
'.
_ _
• [l:uaLlKRfA1IlN1R iPADNDI �
12
.
..
�•:'
,'..
;;.,. _
.•_../... ,. .''.
7YE +uIEk'gD
..-'
d,b6{YGMM,LI [NUD.
e TYP'
/.
6•a.RPY+tfa•.
I
APNaIRW /me
�
{ 1 �..
'.:1
.•
.
-;.
tt
.
}•.pT
..
li'iEG/SIGN[•
-.
.. ,.
--eHEETIOR'a
SEE TAnLEt
"'SEE:TABLf I.,
,SHEETtOFi.
1. �eEE TAELEI'
- 9NEET ova
BEE TABLET'
:a1CCTfDF
.'...:
[
tMow
7-�- -
.
'8
B'
YDtAu1NEli.b f0„eMDDH
-
- Tb IYEiL1tY NEIE 3IW;
OR TN+DF
-CDHCAETE'•
p-
n
-
a. yl! _:,
- -_
-
-
,
.' :
"•. _'
.- IWLIICIRPDRTJ DKYI
...
-'
P
,I , I�n�it
...- :.
-
..-.O'-0•NAIL EOW SiAtI- ..'
_
_ 4:- ..
-
—1P[S• am -m5EE
.
-
..
�:xi[DNtw xivltx+tDl�RolirOiaG'ua°nta[RD'�"-; �
DRN7 UD,4)
iulD�ox rn:.tF
.,-' - • '.
,
'� TYPICAL
.�
ww�..cusm - _:'
-man—
_
§IDEORENINGS $ '1`°TE"`"D6t' Yci D,u.
_
:• �
...• .,�,�„1µ�„„..,
'ALT SaW -.... ... -- fµLablm[[uaCb6lRUCDra
- .fiEEIfiTAa; YIEEfiDF4'.
NaT 3e+M '
-:. - - ...... ..•. .. ..• C{iNtTDRipes[i Yam'
- .. :: •' '.:
.1 '
.•. .
.
.' „fo GtOKv.YaiYD,iEf%I AD.k Y.W[Ly.-
. t • - PAaIEnlDTDMRlP.BDHFPlYu YeIN � .. ..
.-,
i6LCTALtE1FDAPASI6lIfJlsPr
/2
,
,
" ..
.,
• �:. .. ;
,.
..:.,
V., �.� _' 3'
... , .' . -"
�.7 ..
�I.\e , CC ;MLeI &I[Et IDII
µ'Syl
'YAR
IU1{
YNI!
MfX
'.::
IA•
FJi7Aela LLHE6TIV{
OA:;GALV7JPZE0
fr1ETAl.R00F 1'ANEL9
.
..., ]
v^rMPD wLL3DeMM1
'
..
,
a
WDK YNeSEDM8TNa0LPNEL6. a
TOPN'1!l680WKPJ -
/
•'
.;
.. ,
.,.:
- �. .
9LCWILWKLINLl9
POtITWIIH tI/'41��P�
'..-.'
-...-.
,'-
•.'.,
..a:. .. '. ..
- ]. ... .-..
:.
', - •
�:.
'.
ariaiw awxwL`biaR x'LVYla �_
'••.
16
�TI.�LIID 0 FAa!FIENaPhoH6)
Ta'ENDWALLPWT
- ,
-
-a'.
- s 6Y]E EKTF1tlIfwl -
.:'
'
eGA. cALVAwPPn...
c
IAETAL SIDEPAN6L5
PD
_
-
—"-
�R
-
"_-:--
—GPD1lRo it/CNOR9 ®I EACH END
-
.' _a rtrnwuwm re51A9.
apolTa eiw
IIWq
EYLRY OTHEfl'
'
-
•.
ENNDD POWLDCATRVI ..
LOC
a
.
. '
,'
1
'; .. aD.:D•W1LT. BDYJ SP�
-
_
1a �R¢•a �wm
,.19EEDETNLJON SHEBT70P 11
.. ..Y - -
'
w.
ENDWALLOPENING: _. P`uac�'rn DRAYI. PfII '^1Oq
Y
] 1.
END WALL SECTION.,.-
TRUSSEDEOW SECTION aau H
b i n e
NwT euY NDTE
.
a eow
•' .. .".. WT 9uY' _:. nµvaDa mu.� -
x :1'GAF GID P1,'i11R•.1W691BPL.-
- - .' .' •. P6L m Yana
i '';1 F., E2-19 P 1 .[P:11 71Pi F1EEI
_
.,'
..
.'�
. .. •-
,..:ilW
..
- �_ �
,..
2.11 ]21N'tPWT G IOAFRAYe1D
�':NpPIEBAfiETa2•iP GA79. F0'iPi FPAl11NG:
..'. -
., G4YYiil6e YEI IicOP F.VEIe '...
„ .:_
0LLµµ�
FAn6M6ptO R%Pie1WDYlflt{Ya WRH
1
�,,/�'•
-Iw'•1•ifAYRTH
fASTEREDIDM6TE BD vMNENiM
fAniP01eGlWWctl; .', .; ..: .• ,. .'
'.
_ .: 111 1-aw.wRH� RDLD6K WASHER
IaiGTAQAa 11 PAIRXFRSN..0.MDf
\\\`�
,.
P[e TMufil GI{A°1tt/rER aef]wl :.
&IFLT G�-
d
-'
•
WS WEST NE1YYf��Tw :,
GALVANRid
'
Gamucw.
of
_
PABTAL 11 PANELS
V
IIDREAVE DlTwN
UDAf/rWCP1pN"
_ ,
I{�E.
YY
.
-•
W" atR ODaIAYfOWGIwN ..
-. .:YDINtl116D JLAe iOyfwA7wN.
-
..
..
llltMolm 6tA0 fOWElAt10N`
-
•.
YONaJIMC 6LAPiWNDAiw!j ,.'��''- \N
.�
':.."..
.'
::.
-•
.usCW6NETE1RA9 ''.
o„twuaiaixtwnera eue; ' // \\�
/IIIII R+I,\\
.
1- :CDRtw`uoua LTbIRC gala- •�-.
-' 'caN11Mi{AiacDNLlrtIE nAo
'
..
-,. IQPEN CMPDItT80NtV1
IOPBI CJAPDHIBDNLYI
_
gTse„w+ecnisaleY�
'�—�^ll
•:
BGW-
-....
-
..
•.. -- :':-
-PEEC[fN10 iYWl]lal
t„OC / HF1R M [N
CARD LI NA CARPORTS, LN C
[Y .Y �ND
:. P[e nPNaloRZYat1 a
1rw
:rorawloawmm[xIENYox9. -
.
.'
oEiMlale[n DPQ
FREESTANDING
•;.-':
:' . • • TYPICAL; SIDE EXTENTION' ECTI12
ON ;;, ..- . ',; ••-'. GABLED.OPEN'EMD:WALL
SEC'f10N ,. ' ' TY8ICAL LEAN TO
- IBEc
'
NDITDSoIae ., :-; .: .. .' '. ,'. 'Naa So Scald •.
.N ITO BTob
AND iL'PI MEgNGI N EEAING.gR
°'JP
,: Nts
:;. C12068
Y one
wa�Vr•!,•i!VL a•o •xaAu{
L
l INSIAIL'1;i AMY R
RAFrE1GH WL5E PALL W
EVERY ONN S GW
WALL SECTIOCTIONS
E f^YiNWU612.12'EYBEIIFRNT
''— YDNJLIfNlC CONC. i00TNG'I2Ra PSI MIN.)
REMFORCEO WITH 21]'] CONTINUOUS
C\ CONCRETE BASE RAIL ANCHORAGE
�IG re sA>re Ia Prlanu)'
4
'4ONGTE'11 CAN
WPLE
--—SEL'UPEYINH4 IN'i. I'SDFti ,
--TS uOW'RAhiER FOST
VA',MNIMIFI] PPLE iG '
FRICTIONAHCHIR \,\�T
—STEELMATE
.� f '5
7EELPLATE
��'rtCHGLITHIC CONCRETE FOOTING
ALTERNATE POST. TO CONCRETE
FOUNDATION CONNECTION DETAIL
GCHC1tETE '
CGHGAE[E aNA+. rNYSA4ViwN19PECitRa COINaiaaNAalHtJla111 CV T"h VL
A[i10AY0. ..
u.En WEH HEHIap:INa pl Eu,.,
]Yn:r57MIIPwG,TCrb YMF THE LCf]vCAEtnb �.IWtaar AN�O 811wF �1
WEY N CanAGT 5Mil ltfi EAHTH GL EAPG8E0 I O 7Ne F.MH G
¢ATATIRRMHER. O 1 wNctE9EL5ENfiET1E: lIFY1FCI6YIG pAR9ENEEDOEON
nGiitHYAY1.ARN V�FM aBTMCd LP WYCNfCR iNE.
aR.[OH Wh.:HFOACf.AO OMeE aROU[L`MEDI REIfCYiG81GEI ANY
FAGECiACELL; AeNFa1LY•9 aNI8a8EON4. WnYWAt189L4L NMUreA
4 W 8[NPY C W En IPKLULNO GfiGIII of Hai LF 89 TNN ] pe]�E] FOP YnBGr W t
W818mr,C rf EnP.EOia Ew 7HOeAlKI111G NCAE9faR N.LY>NQ
Wuta HaT EAwsmio eAATHw WTwIIIEn
ilr8 rnruouwo aceL avati Ye Hna,wwaE.n
'E.LLVMWial
'NLIKILLE9+`aWE9 rM � VIEAIFH.WLYu.LLfgn]lflaGlraNArOnOr
'OWECRYOIPOHEOTaTKYiF ,Rn:R AVtLpEI✓LYAEBL`IINACGOPONreE rnlH
Aa1M A W C .'a &1 IETK wATE CIIHnEGic0.8. 8llflvl Y0.19 NA xAte
eaPLaLaowprnrro neMEAM[H LrALL YE BTAYCE]a 9re¢eA rwr a.xo
aH.vAmsn. -
1✓ �i[AI:fHfnl Wr ap peHcw nwr s.ee m IvePeLawlaYce¢
HmscHcweniapuncaw.
illrQ LYAArt1ER oT IKN+dLHaxiuHGC air n4TVIaMtl u itEBA•L flNaiL483
Nun sswn arweiwauia '
a RYwropcQME71rrA,niwLreHpicoeo ncacpEle 4w.0 il0i ie F�elnau.r.
EAc[Prnw»e�e.�E YE.mria u AQlssw.v [oA.wr La»n awa wnH.
YQAKAI LELL•BrAY PAHIuµYEWELCGa W1.TI41E[E SrYtipe QBPHrtipa la
FenEHr,rAaLaveot'nat PlxEnwriww CPMYiISD11TK axPlAedYlRio
e nlenFs aevertrlw anwJpn,.
nl67ALL In' i FO RANM S' LotPANSIOA ANCHOR
THROUGH BASE'RAIL WRIt E'OF EAGN
RAFTERMOW PCs r ALOH13 SLOES
\I 11
` MNIMU1,12U2'EMBEOAIENT
YINIMWA �• '
L CONTINUOUS A• CFN4CRETE PAVEIAENT -
r,1 CONCRETE BASE RAIL ANCHORAGE O BOW/CORNER POST DETAIL
� NU TO Sa14 (OPTIONAL•OPEH flAPoPLS ONLIT AS -
tbl7o EuIA
URAL 51W HOLE I10100011Tte -
BASE RARAND SECURE TO '
ANCHOR EYEWRH fa•DIAMETER WASHERS -
MPUUGNbUtT NIPPLE TD "2•'IP fi•.LOHG T9124 U
RAFTER .SECURE WITH / 11
- TB CUNT,.BASE NAP.
TOPOPASFHALTPAVEAIEI4T 12- LONG T612'GANV+pLE.
OH.STABLE GROUND SURFACE 'SECURE POST TO'NIPPLE
WITH4 U4-x I•.SOF4,
"ItYI!
EYEANCHCII a•� •.
51W AOD ZVLCti6 _
WITH OBL'A' MElI%
24- 8'IGGAA U-CANIS'L BRACE (5T07' PC;1
AS'ta GA U-CNAWL°LBRACE IS'TO H;POSTI
NOTE; SPACE NOT REQUIRED F END ENCLOSED 7S RAFTER POST
BASE RAIL ANCHORAGE SIDE EXTENSION RAFTER/
NprT sur _- 6 COR�NERPOST-DETAIL
. P ore
.. 2-1R'FOR
14 GAFIAAIHIS
2•IMFOR: AGAucnuapwn4 wlAGE
'12GAFMAIII YAAIEIEOIO InEPa'1i A10
LRAriQ ;PaY,CHEO FT�f
W'A
eM ,V. V.V eQImt)
rAO1G1a II PYIBiNCEI
BRACE SECTION
elq Te SuYa
1.12' IS GAUGE FURRING CHANNEL FASTERM
1 - TO EACH RAFTERWITN I2)1W'x 1'SELF-0flILLINO
FABTENER SPACED ROT MORE It" 48' O.C.
28 GA: METAL ROOF PANEL
AO.F
ROOF PANEL ATTACHMENT
(AL7ERN 'IF Illp VERTICAL ROOF., PANELS)
Not T.
ScPM
211IS AU -CH I
AB•1S BRACE!
RE
bMCE NOT RE
NIPPLE701
RAFTER'
POST]
1-POST]
ENCL04ED
ED T612 GA NIPPLE ,
RL POST 70 NIPPLE WITH
t-6Dp4
BOX EAVE RAFTER/
CORNER POST DETAIL
�l-_6 - Nwie StAl,.
MIL Wl4 1N'AV SOFe
R11?i2'iS KYS
2OH TOP 2GN BOTTOM
CLIP ANGLE SECUREBOWPOSTAHDGABLRAILWI 4 IH'F1'SOFGABLE RAIL
2ON TOP, 20N SIOE
TS BOW POST
GABLE.RAIL TO RAFTER POST
CONNECTION DETAIL
� rwTpsw.
CAROUNA CARPORTS, INC:
NIPPLE TO♦ 341r �
DBL HOA. •�`-��
5, LONG t512 OA NIPPLE
SECURE EACH WIT"
I 1N'.r.
SELF-0RLLNU P.SIENeRS
r� � f IS POST
RAFTER POSTIDBL/�DBI LI. HEADER DETAIL
\✓/END POST/RAFTER CONN. DETAIL
u flo{To Sob - -
f I-;- I' OF
2'G.C.
I'• NRiNN IS GA
SECTION THROUGH ROLL UP
DOOR HEADER
Na To Scab' . CUFLTADC25 GA B.6-1_._...ilh
tint2u on aPo.j F,mwr 8 �lyesiermp mdL
— .-TS DOW RAFTER
- 6'LON6 TS'l2 GA NIPPLE
9fCVRE EAWI WITN 4 111• A 1'
/
-
'ff
SELF•DRSLNG FASTENERS
RORD
TPALR CHEAGEq.
'
SSECURE Wlih 'LONG 7Si24114'. LE.
�' TS SOW POST'
OR NWlSiftUCi71
- •
Y.Y+Y IO GA Ala; CUP
N F
SELF•LWSLIASTENERS
'
1
,TSENDPOSTOR11gON,
"WSIDOW
_
FRAME POST.
SECURE TO POST (EACH SIOEI
'
HT68Ab'F/NINOOyV
NON9TgU07UR�I;
RM.OR
HEAOEf!
ANDRAFIERCHOR"ILWIII
1.1M AI',50F1,:. :
TS CLjHIMOUS SASE RAL
2 ON SUTTDM AND 2 ON 810E
—OaUULETHN.emeli
NOfE.AT.ROII'i1P.DOOR
OPENINGS. POST SHOULD
_
' DE FLASH WITH RAIL ENO.
W16' IIIPPLE TO
-
CUP POST TO RAILONLYON.
_ y �OULHDR.
-
�
]IIC RIPPLE TO
- SIDE OPPOSITE THE OPENING
I1ASe RAIL
.
RAFTER POST/BASE
POST TO RAIL, TRUSS CHORD, OR
RAFTER POST/HEADER'DETAIL
`. -NoITU
a BASE RAIL CONNECTION bETAIL
_
..
//,��
NON STRUCTURAL HEADER CONN. DETAIL
,.
_
ISPOST,
E
- S'LONG 751x GA NIPPLE
'SECURE '
2 -A2•.2•IQGAANGLL-CLW
ANDTOP OF
WRNI IN'it•Safl
76 90WIAAF7EA POST
5 CURE TO POST
WIEAOLR OR SOT(OM OP WuloaW
j NAUGHT WITH IH'l i`SDPS
i .
-
TS�UOWSTAF7ERPOST'
29OfT2S GA. GALV:-
RUCTURAL
METAL SIDE PANEL
ANGLE 1•UY.2'�18 GA CLIP
ANGLE SECURe TO
-T.�i-�
NEADER
I I / ` {.
F!F TTII---ii
NIPPLETO SIl6'
'SASE PAIL
l—TS CONTINUOUS EASE PAIL
a .ENE `POSTIBASE RAIL CONN.
NoLiq Swb
NON-STRUCTURAL HEADER, WINDOW
'.
7 RAIL, OR GIRT TO POST CONN. DETAIL
POST/BASE RAIL CONN. DETAIL
Nc(To Subl.
S Najq Selo ,
NOTE•
11 GA FPAMQW 19 x.irr Ax-•T TS. 61EEL(isi,.
'
uWFSAMINQARE7-ISY.Z'U 12GA5:
NIPPLES ARE 2-1N' Ix GARS FOR
'
RMIiWNCNO.
-NIPPLES ARE Y.; 1'13 GATT FOR72 (GFRN.INtl.
17aA
�����s,`R,
1Y
1111 O.C.
� O.C.
' INJERL49. I.. EXIF9IQ6
A 1 SECTION
1 N01 ToSgl.;
CARO4INA CARPORTS, INC.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE CoubTn
FILE # 3945971 OR BOO; -"523 PAGE 844, Recorded 04/21/2014 of 'I:08 PM
Permit No. _j463-Da33 T.FolloNo._ L3Ia -&i -naa3 -WO-9
a A4 P,.v'P s 5/10 -ph�sE I(-8-lo�f qa0 C P 1319, a Ill l
State of Florida County of St Lucie ao�k .� �
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following Information is provided In this Notice of Commencement.
Legal Description of Property: (and street address If available): S-zo
General description of Improvement: L J� wal-" Cw"w`'`.,
r
Aamer information or Lessee Formation )f the lessee contracted fo a improvement:
Name 1 '.r'eS N r¢{ 5 S
Address 59.0 [^ewrhe4 C,Rtel f-r reACe
Interest In property: OW W t 0
Name and address offee simple titleholder (if different from Owner listed above):
coritractoesName: M0\41-e' 17DArisadµt061:1A C?- /ocTs
ContractorAddress: 1Rr7 Phone Number: g(P3— /-:37-1,617`t3
po'Also rvZ41-06 rlo oL7o r 7 .
Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number.
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
7M.13(1)(a)7., Florida Statutes:
Name: Phone Number.
Address:
in addition to himself or herself, Owner designates of
Lienor's Notice as provided in Section 713.13(1)(b); Florida Statutes.
Phone number of person or entity designated by owner
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 yearfrom the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEIoB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and thatthe facts stated therein are true to the best of
owledge and belief.
(Sign ture of owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Tile/office)
The foregoing Instrument was acknowledged before me this day ofPi
201
By as t� �ln 0 for
` Name of Person Type of authority (e.g.officertrustee) Party on behal whom Instrument was executed
1 Personally known_or produced Identification_.
(Signature of Notary Public- State f Florida)
(Print, Type, or Stamp Commissioned Name of Notary Public) Type of producerJ"l
f
eI&A0111"671rpM Ntrtul Altttq Ater.
STATE OF FLORIDA
ST. LUCIE COUNTY
TITIS IS TO CERTIFY THAT THIS IS A
TREE p.,v't;sJRRECT COP`f' Ot; THE
OR1C 4 a.
r "1
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property,
1,
(Parcel Id#/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
f GNd, SS
�Rm S
Property Owner Na lease Print)
Doi
Pro Pro erty, Owner Signature Date
STATE OF FLORIDA, COUNTY OF-CY( `
AC=OEDGEDBEFORE MET S c2_` DAY OF 20—d-
BY8 , (J ' 6 wuO IS PERSONAL Y KNOWN TO ME OR WHO HAS
AS IDENTIFICATION.
OF NOTARY PUi3LIC TYPE OR PRINT NOTARY
COMMISSION NUMBER dh
DAWN MILONE
:?�<►�v P4.li i
���1 ry public - State of Florida '
-__ My L�omm. Expires Mar 22, 2017
;�qT P�;: Commission #F EE 877571
''�F 0 ;`,:°`� Bonded Through National Notary Assn.
SLCPDSD Revised 08/24/2010
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave
Fort Pierce, FL 34982
i 772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #:SLR ti 46S- 33JOB ADDRESS: 5207 Feather Creek Dr. Ft. Pierce, FL. 34951
BUILDER/CONTRACTOR: CAE-,2L,;,r9 ,�3i2��2T5
PEST CONTROL CONTRACTOR: Trusty's Pest Control
PEST CONTROL LICENSE #: JB183270
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
Square feet if area treated: 185
Percentage of solution: 0.06%
Date of Treatment: 05/08/14
Footing
1st Treatment
Re -Treat
Driveway
1st Treatment
Re -Treat
Other
15` Treatment
Re -Treat
Chemicals used: UpStar Gold
Total gallons used: 20
Time of Treatment: 3:50 pm
XXX Slab
XXX 1st Treatment
Re -Treat
Pools
1st Treatment
Re -Treat
Perimeter for Final Inspection
Signature of Exterminator
Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job
site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection
fee charged.
FBC104.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board
shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed,
providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment
Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area
treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of
Protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall
be completed prior to final building approval.
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applications.
Manning & Development Services
Building & Code Regulation Division
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2272 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL. TREATMENT
PERMIT #: j q c)3_" 0233JOB ADDRESS:
BUILDER/CONTRACTOR: _ --
PEST CONTROL CONTRACTOR: Trusty'sPost Control
PEST CONTROL LICENSE #:.J13183270
5207 Feather Crok Dr. Ft. Pierce, FL, 34951
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
Square feet if area treated: 185
Percentage of solution; o.os%
Date of Treatment: 05/08/14 �W
Footing
1 Treatment
Re -Treat
Driveway
i't Treatment
�Re-Treat
other
I't Treatment
Re -Treat
Chemicals used; UPStar 001d
Total gallons used: zo
Time of Treatment: 3:50 Pm
xxx Slab
XXx 1st Treatment
Re -Treat
Pools
i't Treatment
Re -Treat
Perimeter for Final Inspection
Signature of Exterminator
Note: There must be a completed form for each required treatment or re�treatment and this form must be on the job
site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection
fee charged
FBC104.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board
shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed,
providing a copy for the person the permit is issued to and another copy for the building permit files. The Treatment
Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area
treated, Chemical used, percent concentration and number of gallons used, to establish a verifiable record of
pmtective treatment, if the soil chemical barrier method for termite prevention is used, filial exterior treatment shall
be completed prior to final building approval.
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applications.
T /T =Va rya ZT:TO i7TOZ'60'APW
ZZLEMEX
AO-or-1,573
5623 52
Plant: A
8egin;Loading
To Job:
" Arrive Job;
Start,Unload:
Finish Unload;
Leave Job:
Return Plant:
CustotmerCode: Customer Name: 1 t
. i'";',."mot"1.tt. i.��:�i:,.f.'tit:_�"""ti. 3.iai': rin d,i f.J
Project Coe: ° Project Name:-
«
Ticket Dater Delivery Address:
Delivery lnslrudtons:
Customer Job Number: Order Code / Date: YY
Project P.O. Numbers' . Order P.O. Number.
_.
Map Page: Map/Row/Column:
Dispatcher._"
s;.ft�'�
Ticket Number:
Due On Job:
Slump:
Truck Number:
Driver Number:
Driver Name:
End Use:
i t
.,. r' i q
/ ....yam_ r i
5��} �1." d
r,. C=
` ry ''♦`" 14
{`: }q .' �"'
LOAD
CUMULATIVE
ORDERED
MATERIAL CODE
PRODUCTION DESCRIPTION
QUANTITY
QUANTITY
QUANTITY
4`.O
l.a
{
�pp
j
♦ n
xw. -..)�+p?.
Jt..ryryA
£..�lG .MJ.vv,fit
X,.t'1j,{•�}']t}Fr"�"-'
l„.:.t
"¢
�...i 1
U10
;�".+♦.'
.u3s ✓�i1.rt,f
J aJ
A: �si^r..,.(.J+ i..i
?. /:!I. .lil t...s."�A
J Check
Charge
Comments:
.1 J t` U.I% dam+iq A R 61E
E,,]Is s PONFrcENTRL. Ivy- rat
UOM
UNIT PRICE
AMOUNT
I
` E
I
f
_ ffile
I_
}
i
Syr
In.�. S'G �.. J1
far. la' a ...�.,7 '-2,•,
1.5. t-,«
t
t
i
t
f
may'" +a q O�y ` r�r F � 'i a x t - s r i. �, t y f -. .y{ .,. r, �. .g C�
k t<,° �: i^��.. �`d%"I�I.J4 �r f� i— � • Cg _ �' _ �3 Yi :$,.�,e i':},:. t• Ei-�{� �„ �. i�;"!.: �... � `� 3 1°.l+aD ...�.} 1 e'i� �.�.� a. t� Y.e I""li'#�k�i t�.;f`, a.`r `, ..?u'Ma e.t:4. k
Check# / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect
Without Standby Charges:
WATER ADDED: GAL YARDS IN DRUM: _'
WHEN ADDED.
SIGNATURE
/ CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST:
SIGNATURE
❑ LOAD WAS TESTED BY:
Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength
Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material
terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important
control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety Handling information, and to the material safety data sheets for additional information.
returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE:
within one business day after the receipt of materials.
68UNIVERSAL f-`RF- V "MK e LOAM NUN.
INVOICE
This Delivery Ticket .incorporates herein by reference Buyer's previously executed Credit Application, .if any, Seller's Standard
Terms and Conditions, Seller's Quc" in, if any, and Seller's Order Confirmatii "ncl:uding limitations of warranties), as if fully
set forth on this Delivery Ticket ("A ment"). Seller will provide the Standard ns and Conditions upon request. Buyer agrees
that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to
pay .in accordance with the Agreement.
AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH
Aggregate products are naturally occurring materials .including limestone, dolomite, granite, volcanic rock, sand, gravel, and other
siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete
products .include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and
other siliceous materials. These products, including fly ash, may contain .more than 0.025% crystalline silica.
Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions.
Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling,
crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled.
If.ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo-
nia:. ;Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation
or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure.
Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective
clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to
dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection.
First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh
air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists.
CEMEX, Memorial Hermann Tower
929 Gessner, Suite 1900
V7 combined Houston, Texas 77024
02/12 For more information please visit. www.cemexusa.com.
Este ticket de entrega incluye Como referencia al. cornprador (ya previamente ejecutada en su aplicaci.6n de credito); cualquier
tetmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y
garantfas), como acuerdo total del. ticket de entrega ("Contrato"). El vendedor proveerd los t6rminos estandares y condiciones detal-
lad.os en caso de asf ser.requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades
y materiales fueron entregados como se expresa en el mismo. Acepta pagan el monto de acuerdo at Contrato; at menos que se identi-
fique con una nota at frente de este documento.
AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES
Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros
materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de
azotea y estuco. Los productos de concreto incluyen cemento Portland. y productos de ag.regados como piedra caliza, dolom.ita,
granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede
contener mas de 0.025% de silicio cristalino.
Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y
reacciones alerg.icas en ]a pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en
la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener materiales
silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse
en temperatura calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco.
Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o
quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en
la duraci6n y el nivel de la exposici6n.
Seguridad: Evite el. contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa
Primeros adecuada para proteceion. Lavese ]as manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar
auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria.
Primeros auxilios: En caso de contacto en Jos ojos, inmediatamente fluya agua en la paste afectada por 15 minutos.
Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con
agua. Acuda a atenci6n medica imnediatamente si la irritacion continda.
CEMEX. Memorial Hermann Tower
929 Gessner, Suite 1900
V7 combinado Houston, Texas 77024
02/12 Para mas info.rmaci6n visi.ta www.cemexusa.corn.
4
f
Florida Building Code Online http://www.floridabuilding.org/pr/pi_app dtl.aspx?param=wGEVXQ...
Austessr•Ptofessional Regulation
r ()rich DeNjILtnI^ntq. ecrsHoine ( Log rn } userRe9lstrbtion S WotTopics Submit Surcharge j stats & Facts, ', Publications Fse start I ec>s site Map i Lwcs search
Busines
Professi PkN
productApproval
USER: Public User
a
Regulation
ProduC.s Approval Menu.> pyr--d AooC�ation5garrih
> AooGc�ripry S> Apprxadon Detao
r
FL #
nFL8888-R3
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
".,.
h
Product Manufacturer ASTA DOOR CORPORATION
Address/Phone/Email 4255 MCEVER INDUSTRIAL
DRIVE NW
ACWORTH,, GA 30101
(770) 974-2600 Ext 208
J FRENCH3 @ASTADOOR. CO M
Authorized Signature JAMES FRENCH
]FRENCH3@ASTADOOR.COM
Technicaf'Representative James French
Address/Phone/Email po box 420
acworth, GA 30101
jfrench3@astadoorcom
Quality Assurance Representative Mike Alvis
Address/Phone/Email P.O. Box.420
Acworth, GA 30101
(770)974-2600 Ext248
malvis@astadoorcom
Category Exterior Doors
Subcategory Roll -Up Exterior Door Assemblies
Compliance Method Evaluation; Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation.Report- Hardcopy Received
Florida. Engineer or Architect Name who developed Joseph H. Dixon, Jr
the Evaluation Report
Florida License PE-7768
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2014
Validated By Gordon Thomas, P.E.
Validation Checklist - Hardcopy Received
Ce ifi siie of Independence FL8888 R3_ COE Financial Indep 102709.odf
Referenced Standard and Year (of Standard) Standard
ASTM E330
DASMA 108
Year
2002
2002
tof.5 3/28/2014 7:11 AM
Florida Building. Code .Online
http,//www.floridabuilding.org/pr/pr�_app dtl.aspx?param=wGEVXQ...
Equivalence of Product Standards
Certified By
Sections from the Code
.Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
02/23/2012
02/23j2012
02/29/2012
04/03/2012
FL #
Wdel; Number or Name
Description
8888.1
203 Windlock Commercial Sheet
Door /
Maximum design pressure for 8' wide by 21! high -door.
Lower design pressures calculated for up to 20' wide by 21'
1/
high door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL8888 R3 11 27013 - 200 Series Insta1L Seale iif
FL8888 R3. II 29031 203:odf
Impact Resistant: No
i Design Pressurei +113.1Max/-113.1Max
Verified By: Joseph.H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Other: Design pressure at test door width of 16' _ +/-35.0
[psf
Evaluation Reports
FL8888 R3 AE ER& 2 0011.pdf
Created. by Independent Third Party: Yes
8888.2
233, windsock Industrial Sheet Door
Maximum design pressure for8' wide by 21' high door.
f
Lower design pressures calculated for up to 20' wide by' 21'
high door.
Limits of Use
Installation Instructions
l Approved for use in HVHZ: No
. FL8888 R3 II 27013 - 200 Series Install sealed.bdf
FL8888 R3 II .29031233.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Joseph'H."Dixon P.E. FL No. 7768
Design Pressure: +95.914ax/-95.9Max
j Other: Design pressure attest door width of 16' _ +/- 37.5
psf
Created by Independent Third Party: No
Evaluation Reports
FL8888 R3 AE ER-07=0005-113 022212 0011.Ddf
Created by Independent Third Party: Yes
8888.3
320 Commercial Slat Door (20
Maximumdesign pressure for 8' wide' by 21' high door.
Gauge - Hat Slat)
Lowerdesign pressures calculated for up to 20' wide by 21'
high door.
Limits of Use
Installation Instructions
Approved for use -in HVHZ: No
FL8888 R3 II 27013 - 300 Series Install seaied.odf
FL8888 R3 II 29031 300 Series.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By:'Joseph H. Dixon, P.E. FL.No. 7768
Design Pressure: +138.3Max/-131.3Max
Created by Independent Third Party- .No
Other: Design pressure at test; door width of 16' _ +42.7 /
Evaluation, Reports.
-39.7 psf
FL8888"R3 AE ER=07-0005-113 022212 0011.odf
Created by Independent Third, Party: Yes
i 8888.4
322 Commercial Slat Door (22
Maximum design pressure for 8' wide by 21' high door.
Gauge - Flat Slat)
Lower design pressures calculated for up to 20' wide by 21'
high door.
I Limits of Use
Installation Instructions
Approved'for use in HVHZ., No
I Approved for use outside HVHZ: Yes
FL8888 R3 II 27013 - 300 Series In tgll sealed.odf
FL8888 R3 II 29031 300 Series.pdf
Impact Resistant: No
Verified By: Joseph H. Dixon RE:: FL -No 7768
Design Pressure: +128.5Max/421.5Max
Created by Independent Third Party: No
Other: Design pressure at test door width of 16' = +41.4 /
Evaluation' Reports
-38L4 psf
FL6888 R3 AE ER-07-0005=R3 622212 00ij.pdf
Created by Independent Third "Party: Yes
8888.5
324 Commercial Slat Door (24
Maximum design pressure for 8' wide by 2T.high door.
Gauge - FIat.Slat)
Lower design pressures calculated for up to 20" wide by 21'
high door.
2 of 5 3/28/2014 6:56 AM
Florida Building Code Online
http://www.floridabuilding,.org/pr/pr app_citl:aspx?pararn wGEVXQ...
3 of 5
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes_
Impact Resistant: No
Design Pressure: +118.iMax/-111.1
Other.' Design pressure at test door width of 16' = +40.0 /
-37.0 psf
8888.6 i 418C Rolling Steel Service Door (18
! Gauge - Curved Slat)
Limits 'of'Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +132.2/-132.2
Other: Design. pressure at test door width of 16' +/- 32.9
psf
Installation Instructions
FL8888 R3 II 27013 - 300 Series Install sealed.Ddf
FL8888 R3 II 29031 300 Series ojr
Verified By: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Party: Yes
Maximum design, pressure for 8' wide by 21'high door.
Lower design: pressures calculated for up to 24' wide by 21'
high, door.
Installation Instructions
FL8888 R3 II -27013 - 400,600 Series Install sealed pdf
FL8888 R3 II 27013 400C series sealed pdf
Verified By: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Evaluation Reports
FL8888 'R3 AE ER-07-0005-113 022212 OOli pdf
Created by Independent Third Party: Yes
1 8888.7 418F Rolling Steel Service Door (18 Maximum designpressure for 8' wide by 21' high door.
Gauge :Flat Slat) Lower design pressures calculated for up to 24' wide by 21'
high door.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +127.6Max/-127.6Max
Other: Design pressure at test door width of 16' _ +/-49.3
psf
Installation instructions
FL8888 R3 II 27013 -400 600 Series Install sealed odf
FL8888 R3 II 27013 40bF series sealed pdf
Verified By: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Evaluation Reports
FL8888 R3 AE ER-07-0005-113 022212 0011 odf
Created by Independent Third Party: Yes
8888.8 420C.Rolling Steel Service Door (20 I Maximum design pressure'for,8' wide by 21' high door.-
Gauge'-' Curved Slat) If Lower design pressures calculated for up to 24' wide by 21'
high door.
Limits of,Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact, Resistant: No
Design Pressure: +124.5Max/-124:5Max
Other: Design pressure at test door width of 16' = +/-32.2
psf
Installation' Instructions
FL8888 R3 II 27013 - 400,600 Series InstaiPsealed odf
FL8888 R3 II 27013 4000 series sealed.odf
Verified By: Joseph H. Dixon P.E. FL -No. 7768
Created by Independent Third Party: No
Evaluation Reports
FL8888 R3 At ER-07-0005-113 022212 0011 pdf
Created by Independent Third, Party: Yes
8888.9 420F Rolling Steel Service Door.(20 Maximum design pressure for.8' wide by 21' high door..
Gauge -. Flat Slat) lower design:pressures calculated for up to 24 wide by 21'
high door.
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +119.3Max/-119.3Max
Other: Design pressure at door width of 16' = +/-47.7
psf
8888.10 1 422C Rolling Steel Service Door (22
1 Gauge. - Curved Slat)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +118.2Max/-118:2Max
Other: Design pressure attest door width of 16' _ +/- 31.6
psf
8888.11 422F Rolling Steel; Service door (22
Gauge - Flat Slat)
Installation Instructions
FL8888 R3 II 27011 - 400 660 S66es'Install sealed pdf
FL8888 R3 II 27013 40OF series sealed.pdf
Verified By: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Evaluation Reports
FL8888 R3 AE ER-07-0005-R3 022212 0011.pdf
Created by Independent Third Party: Yes
Maximum design pressure for 8' wide by 21' high door.
Lower design pressures calculated for up to 24' wide by 21'
high door.
Installation Instructions
FL8888R3 II 27013 - 400.600 $eves Install sealed.ndf
FL8888 R3 II.21013 400C-s rLd sealed pdf
Verified By:: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Evaluation Reports
FL8888 R3 AE ER-07-0005=113 022212 0011.odf
Created by Independent Third Party: Yes
Maximum design pressure for 8' wide by 21' high door.
Lower design pressures calculated for up to 24' wide by 21'
high door.
3/28/2014 6:53 AM
Flo-jda Building Code Online
I
http:/Avww.flo.ridabuilding.org/pr/pK._appjtl.aspx?pa==wGEVXQ..
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVFIZ: Yes
} Impact Resistant: No
i Design Pressure: +112.SMax/-112.5Max
Other: Design pressure at test door width of 16' = +/-46.4
:psf
installation Instructions
FL8888 R3 II 27013 -400 600"Series Install sealed odf
FL8888 R3 II 27013 40OF series sealed.odf
Verified.By: Joseph H..Dixon P.E. FL.No. 7769
Created by Independent Third Party: No
Evaluation -Reports
FL8888 R3 AE ER-67-6005-113 022212 0011 odf
Created by Independent Third Party: Yes
8886.12 424C Rolling Steel Service Door (24 Maximum design pressure for 8' wide by 21' high door.
Gauge - Curved Slat) Lower design pressures calculated for up to,24' wide by 21'
high door.
Limits of Use
Approved for use in HVHZ: No
Approved for use. outside HVHZ: Yes
Impact -Resistant: No
Design Pressure: +110.8Max/-110.8Max
Other: Design, pressure at test .door- width of 16' = +/-31.0
psf
8888.13 1424F Rolling Steel Service Door (24
i Gauge - Flat Slat)
Limits of Use
Approved for use in HVHZ: No
!; Approved for use outside. HVHZ: Yes
IImpact Resistant: No
Design Pressure: +105:3Max/-165.3Max
Other: Design pressure at test -door width of-16' = +/-45.0
psf
8888.14 618 Insulated Roiling Steel Service
j Door (18.Gauge)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure:+198.8Max/-198.8Max
Other: Design pressure "at test door width of 16' = +/-51.8
psf
$888.15 + 6201nsulated Rolling Steel Service
1 Door (20 Gauge)
Limits of Use
Approved for use in.HVHZi No
Approved for use outside HVHZ: Yes
impact Resistant: No
Design Pressure: +187.7Max/-187.7Max
Other: Design pressure attest door width of 16' = +/-50.8
psf
8888.16 622 Insulated Rolling Steel Service
Door(4—Gauge)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHa: Yes
Impact Resistant: No
Design Pressure: +178.9Max/-1789Max
Other: Design pressure attest door width of 16' = +/-50.0
psf
Installation Instructions
FL8888 R3 II 27013 - 400:600Series Install sealed.odf
FBA R3 II. 27013 400C series sealed pdf
Verified By: Joseph FI. Dixon FL.No. 7768
.Created. by Independent Third Party: No
Evaluation Reports
FL8888 R3 AE ER-07-0005-R3 022212 0011 Ddf
Created by Independent Third Party: Yes
Maximum design pressure for 8' wide by 21` high door.
Lower design pressures calculated for up to 24' wide by 21'
high door.
Installation instruction's
FL8888 R3 II 27013 - 400,600 Series Install sealed odf
FL8888 R3 II 27013 40OF series sealed odf
Verified By: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Evaluation Reports'
FL8888 R3 AE ER-07-0005-113 022212 0011•Ddf
Created by Independent Third Paity Yes
Maximum design pressure for 8' wide by 24' high door..
Lower design pressures calculated for up to 24' wide by 24'
high door.
Installation Instructions
FL8888 R3 II 27013 - 400600'Series Install sealed pdf
FL8888 R3. II 27013 600'series sealed odf
Verified By: Joseph H. Dixon P.E. FL.No 7768
Created by Independent Third Party: No
Evaluation Reports:
FL8888 R3' AE ER-07-0005-R3 022212 60iimdf
Created by Independent Third Party: Yes
Maximum design pressure for 8' wide.by 24' high door.
Lower design pressures.calculated for up, to 24' wide by 24'
high door.
Installation Instructions
FL8888_R3_II_27013- 400,600 Series Install seaied.odf
FL8888 R3 II 27013 600 series sealed:ndf
Verified By: Joseph H. Dixon P.E. FL.N6. 7768
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
Maximum design pressure for 8' .wide by 24' high door.
Lower design pressures calculated for up to 24' wide by 24'
high door.
Installation. instructions
FL8888 R3 II 27013 - 460,600 Series'install.sealed odf
FL$883RR3 II 27013_600 re s.odf ealed
Verified By: Joseph H. Dixon P.E. FL.No.7768
Created:by Independent Third Party: No
Evaluation Reports
FL8888 R3 AE ER 07-0005=R3 U22.212 0011.p r
Created by Independent Third Party: Yes.
4 of 5 3/28/20.14 6:53 AM
' Installation Instructions
Models: 201, 202, 203, 204, 205, 211, 231, 232, 233, 234, & 235
USE ASTA DOOR CORPORATION PARTS ONLY • ALL OTHERS SHALL VOID WARRANTY.
ASTA Door Corporation SHOULD QUESTIONS ARISE, PLEASE CONTACT ASTA DOOR CORPORATION AT (770) 974-2600
2s��, J
14 p 2 •
10 17 4 D
® , 9
g Q Z
CHAIN C! IP I
— ' 30 16
13 1
3
31 3
I DIAGRAM 1 -1
3
DIAGRAM 3 1 DIAGRAM 4 DIAGRAM 5 DIAGRAM 6 DIAGRAM 7
I
32 DOOR
33 ? OPENING
"Steel Building Plate
for Steel Frame,
Bracing Required"
DIAGRAMS
I�Ijp
CURTAIN—
_CURTAIN
ze
CURTAIN J
TT
_
CURTAIN
+o
�.Umroll".Jii.
1 4-
_
CURTAIN
II ' 4'
1/8'�
2-1,
2.31e' Imo-
STEELCR'190
STANDARD GJIDE
1/8'
2-aB'
2.3/3' Imo'
CONCRETE OR MASONRY
STANDARD GUIDE
'SEE NOTE STEP 9 PAGE 9
3.1/8' 1-e--
3•U2' Imo—
STEEL OR WOOD
HFJ1W DUN GUIDE
3-1R' {��ll
LLL�lI--- 5.1/Z --1
CONCRETE OR MASONRY
HEAW DUTY GUIDE
•SEE NOTE STEP a PAGE 4
I I
3-1,@' I'.�-
STEEL OR WOOD
WINDLOCK GUIDE
3 I/
-r-) 3'112'
CONCRETE OR MASONRY
WINDLOCK GUIDE
DARTS LIST — -
- ALL DOOR MODEtS__
32 310400 Standard Steel Mounting Plates (Fai
CHAIN HOIST
1
2
Varies
Varies
Top Sheet
Axle Pipe
33 310a10 Hea Du Steel Mounting Plates (Pair) _
MODELS: 201, 202, 203 & 204
48
49
420000
42---
Direct Drive Complete Assembl
Direct Drive Goar
3
4
5
Varies
1 Varies
230003
Spring, L.H.
Spring, S.H.
Spring Clamp Assy.
34 Varies Corrugated Doof Sheet
35 2fi0000 PVC Rubber Sides rip, Commercial Gray
50
,51
52
420200
730100
430000
Chain Guide, Direct Drive
_ je' -',6 x 1 /2' Hex Head Bolt
Cast Reduction Gear Complete Assembly
8
Varies
Bottom Angle
MODELS: 231, 232, 233, 234 & 235
531
430101
Planetary Sprocket
7
8
270201
310101
Blade Astragal, Bottom Weathersezl
Axle Saddle Casten
36
3'7
200002
260007
PVC Rubber Sidestd ,Industrial _ ___
I High Tensile, Steel Sidestrip
54
55
4301 D2
430103
Internal Ring Gaa_r_ -
Idler Gear, Cast
9
310103
A Saddle Stamping (clamp)
38
750403
PVC Button with Rivet
56
430200
Idler Gear Carrier Assembly
10
71
1 .2
310102
a20101 _
7703'
Keeper Plate, Standard (2 hole)
Keeper Plato, EManded (4 hole)
U-Bo'�— r �
MODELS: 202, 204, 232,234 - INSULATELD ONLY
39260301 Insulation, Double Foil
57
58
59
430300
4301D4
730202
Chain Guide Assembly
Azle Collar
1s' - 1 B z 3' Hex Head bon
3
,
730103/+t•
• 2a z 3Yr" Hex Haad Roll
40
2fi0401 M ar Ta a 2'
p"0
ems" - iB Self Locking Nut
14
740104
/9- - 24 hie: Nut (Fine Thread)
41
_
630002 1 "to Draft Slo (2 •/2" Wide)
61
_740202
430106
I Ste Brace
15
�'740103
� 16 Hex Nut
421
630003 1 Side Draft Slop
62
750202
l /15" - 18 x 1 4" Flat Head Slotted Boll
16
750103
Flat Washer, a. e'•
63
740102
/16" Lock Washer
,7
750203
Lock Washer, � ..
MODELS: 203, 204, 233, 234 - WINDLACK ONLY
64
730702
1 #14 x /4" Tek Screw
1B
280301
Door Stop- Lift Clip
43 270501 1 lndlock Gip
65
420100
Pocket Wheel Complete RG Assembly
191
280104
1 Slide Boh Lock
441 720101 1 o/Ie" Rivet
66
420104
Pocket Wheel Assembly
20
730301
/4' - 20, Truss Head Slotted Bon
67
42D705
Drive Sprocket, 1 - 41 B36
21
740201
4" - 20 Self Locking Nut ^_
MODELS: 203 & 204
rib
420106
Roller Chain #41
22
740102
I''/t6"' 17. Hex Nut
45 270502 Wlntllock Clip Backer Plate
69
420107
Spacer Pipe (1"x 1 /1e" ID
23
750101
Flat Washer.'/•"
24
410102
4" Rope
MODELS: 205 & 235 - WINDBAR ONLY
ELECTRIC OPERATION
25
_
420300
Hand Chain Clip
46 270030 47x /4 Square Tube
70 440D00 EO Kit Complete Assembly, Old Style
26
420400
_^
Hand Chain
47 720101 16" POP Rivet
71
440001 1 Drive Sprocket, #41 P, 72 Tooth
27
750104
1 16' ID Round Flat Washer
72
440002 Flat Bar Brace
ZS
22D303
12-Drum Assemblyw/6eerin
73
42W03 Pips Spacer, 4'square
29
310200
Support Bracket RH
74
730104 a" • 24 x 4 2' Hex Head Boo
30
310300
Support Bracket. LH
75
440007 1 EO Kit Complete Assembly, New Style
31
Varies
Door Guides)
76
780001 ASTA Door Label
IMPORTANT REMARKS:
DO NOT CUT THE BANDS WHICH HOLD DOOR IN A ROLL. YOU WILL BE TOLD AT A LATER TIME EXACTLY
WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY THE
MANUFACTURER IF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PROPER OPERATION, FOLLOW
THE INSTRUCTIONS AS GIVEN. PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING.
STEP #1 - CHECK THE OPENING
A. Check the height and width of the opening.
B. Check if the lambs are plumb.
C. Check if the floor and header are level.
D. Check the dimension panel for side room and
head room requirements. (SEE DIAGRAM 9)
DIAGRAM 9
CEILING _
^ROLL -A -DOOR l
q0PENING_
SUPPORT
BPACi(t7OPENING SEE
SEE �VnDTH A2
HEIGHT
STEP #2 - INSTALL BRACKETS
A. Mark the horizontal location of the support
brackets (SEE DIAGRAM 9).
B. Mark the vertical location of the support
brackets by using a transit or water level.
THE DOOR MUST BE LEVEL.
NOTE: Verify minimum headroom require-
ments. Dimension "X". If sufficient, lower the
brackets until"T' is obtained. If the bracket is
lowered more than 2" this will reduce the open-
ing height. The guide height should also be
reduced accordingly.
C. Drill holes and fasten the brackets with the
proper wall fasteners required to obtain a
solid mounting. Use through bolts on soft
block or brick.
CLEARANCE REQUIREMENTS
(HEADROOM)
HEIGHT
X
Y
z
Up to 9'-0"
20"
9-1/2"
10-112"
Up to 10'-0"
21'
10"
It"
Up to 16'-0'
23"
11'
12"
Up to 20'-0"
24"
12-
I 12'
DRIVE TYPE
Al*
A2
• Shown
as Left
Hand
Drive
Side.
Right is
opposite
Push Up / Rope
6'
6'
Direct Drive
9"
6"
Pocket Wheel Reduction Gear
9'
6"
Cast Reduction Gear
9"
6"
Electric Operator
9'
6'
NOTE:
• Doors with Heavy Duty Guides, add 1" to Al and
A2 dimensions.
• All Windlock Doors add 1" to At and A2
Dimensions.
• Note proper bracket location and provide ade-
quate backing.
DIAGRAM 10
STEP #3 - DRIVE INSTALLATION
A. Install ROPE (If equipped) as follows:
1. Drill minimum 3/e" hole in center of bottom
angie. Thread 1/4' rope through hole and tie
knot in both ends. .
B. Install DIRECT DRIVE CHAIN HOIST (It
Equipped) as follows:
1. Slide Direct Drive Assembly (48) onto door
axle.
2. Align holes and install 3/e" x 11/2" Hex Bolt (61)
through rear of end drum.
3. Install 3/8' nut (15) and lock washer (17) and
tighten securely. Repeat.
4. Feed Hand Chain through the Drive Assembly,
(SEE DIAGRAM 11)
DIAGRAM 11
C. Install the CAST REDUCTION GEAR CHAIN
HOIST (If Equipped) as follows:
1. Slide round flat washer (27) onto door axle
2. Slide Idler. Gear Assembly (55, 56) onto door
axle,
3. Slide Planetary Sprocket assembly (53) and
Chain Guide Assembly (57) onto door axle and
over idler gear carrier tube.'
4. Slide collar over the idler gear tube and align
holes.
5. Secure with s/1s" x 3" hex head bolt (59) and
s/1s" self locking nut (60). (SEE DIAGRAM 12)
NOTE' Keep Idler Gear at a 10 or 2 o'clock
position with the bottom angle being at 6 o'clock.
DIAGRAM 12
59 27
58
6
PLANETARY
SPROCKET IDLER
ASSEMBLY GEAR
53.57 ASSEMBLY
55,56
D. Install the POCKET WHEEL REDUCTION GEAR
CHAIN HOIST (If Equipped) as follows:
1. Install. Drive Sprocket (67) on preferred side
using 3/s' x 1112' Hex Bolt (51).
2. Slide 1" pipe'spacer (69) onto door axle.
3. Slide pocket wheel assembly (66) onto door
axle and align sprockets parallel to each other.
4. Conned drive chain (6B) around both
sprockets using the master link provided.
5.-After door tension has been adjusted. (STEP 6)
Tighten set screws on pocket wheel assembly.
NOTE: It further adjustment is neti�lwset • .
screws must be loosened for adjustrp�tt and
retighten after adjustment. (SEE DIA AMas
DIAGRAM t3 �" �•
DRIVE 1�, q tJ
ASSEMBSPRCBLLYT -\ tl ICI "t _ 1. 1.
SCREW` LIN
RiV� '
(aJ
OEnrvrr �� 0 E
E. install "NEW STYLE" ELECTRIC OPERATOR
KIT (If Equipped) as follows:
1. Install E.O. Sprocket'(71) to end drum of door
on preferred side using 3/e" x 11/2" Hex Bolt
(51), 3/s" Nuts (15) and 3/e" Lock Washer It 7).
2. Slide flat round washer (27) and spring clamp
assembly (5) onto door axle and secure set
screw with damp and washer against bearing
of the end drum. (SEE DIAGRAM 14)
DIAGRAM 14
ON V
F. Install "OLD STYLE" ELECTRIC OPERATOR KIT
(If Equipped) as follows:
1. Remove spring clamp assembly (5) from door
axle (if supplied).
2. Insert 3/8• x 4 1/z• bons (74), with 3P" lock wash-
er (17) through every other 3/s" hole in end
drum.
3. Slide one end of flat bar brace (72) over each
bolt and than slide 3/4' pips.spacer (73) over
each bolt. Slide opposite end of flat bar brace
over the next bolt In counter clockwise rotation.
4. Slide beating drum assembly over the three
bons,
5. Attach and tighten Ne" flat washers (16), 3/9"
(17) Lodi Washers, and 3/a" nuts (14) to end of
bolts.
6. Slide round flat washer (27) and spring clamp
assembly (5) onto door axle and secure against
the bearing drum assembly (28). (SEE
DIAGRAM 15)
NOTE: New Style E.O. Kits are to be used with
"flush" end drum position, and Old Style E.O. Kits are
to be used with "recessed' end drum position.
STEP #4 - POSITION DOOR
ASSEMBLY
A. Place the axle clamp (9) or axle casting (8) on to
door support bracket (29,30). Litt the door assem-
bly up onto the support bracket. (SEE DIAGRAM
16). Center door assembly in the opening, if side-
ways movement is necessary, be certain the door
curtain and the axle move together.
NOTE: Position the door as close to the header
as possible. Allow room to spin the door. Do not aliow
the door curtain to scrape the header. Do not use
forldifts.or genie lifts with unprotected arms/forks.
This can cause irreparable damage to door curtain.
DIAGRAM 16 Ifll�\
STEP #5 - AXLE HARDWARE
A. MANUAL PUSH-UP / ROPE DRIVE: (Both sides)
1. Place axle clamp (9) onto horizontal member of
the support bracket (29,30) and under the door
axle.
2. Place'/." U-Bolt (12) over door axle and
through axle clamp.
3. Fasten U-Bolt using 3/s" nut (15), 3/e' flat wash-
er (16) and 3/8" lock washer (17) — tighten
securely. (SEE DIAGRAM 17A)
DIAGRAM 17 ,
(A) (C) �'64
37 �,223
12 60 k12
B
5
16 17 15 %
17
13
9 • ' �11 13. 14, 16, 17
10
IB) 9
(D)
B. DIRECT DRIVE CHAIN HOIST (Drive Side):
1. Place axle saddle casting (8) onto horizontal
member of support bracket and under the door
axle.
4. Fasten secondary axle clamp, extended keeper
plate and s/e' U-Bolt (12) using 3/6" lock wash -
ere (17). s/e" flat washers (16), 3/8" nuts (15) —
tighten securely. (SEE DIAGRAM 17C)
5. Install stay brace (61) onto chain guide channel
(57) using 11/W x 11/4" flat head bolt (62) and
151W nut (60) and tighten securely.
6. Fasten the stay brace to the support bracket
using a (64) #14 Tek Screw and 1/4" flat washer
(23). (SEE DIAGRAM 17C)
D. POCKET WHEEL REDUCTION. DRIVE CHAIN
HOIST (Drive Side) and OLD OR NEW STYLE
KITS FOR ELECTRIC OPERATION:
1. Same steps as "Cast Reduction Drive" with the
exception of #5 and #6. Pocket wheel reduc-
tion drive and E.O. kits do not require a stay
brace.
E. NON -DRIVE SIDE (for Direct Drive, Cast or
Pocket Wheel Reduction Drives and E.O. Kits),
1. Place axle saddle casting (8) onto horizontal
member of support bracket and under the door
axle.
2. Place the axle clamp (9) and the standard
keeper plate (10) over the door axle as Shown.
3. Fasten together using a/a" x 31/x" hex bolt (13),
3/s' lock washer (17), 3/e" flat washers (16), and
3/a" nuts (fine thread) (14) — tighten securely.
(SEE DIAGRAM 17D)
NOTE: Requires a minimum of 40 lbs. torque to
properly secure hardware.
STEP # 6 - PRE -TENSION SPRINGS
A. Install chain clip (25) approximately 4'0" above
floor on chain operated doors. Installation must be
secure.
B. Apply pro -tension to the springs -by rotating the
door two (2) turns in a forward direction (SEE
DIAGRAM 18). The bottom angle is to be in'a 6
o'clock position.
QIAGRAM 1 B
C. If you're unable to rotate door to pre -tension use a
pipe wrench to rotate axle in opposite direction.
With one person on.sach side of door, each per-
son should firmly place a large pipe wrench on the
door axle as shown In DIAGRAM 19, Pull down to
apply tension incrementally until you achieve 2 full
rotations of the door axle. Then tighten the axle
hardware.
2. Place the axle clamp (9) and the extended D. Repeat Step C if adjustment is necessary.
keeper plate (11) over the door axle as shown
to extend keeper plate over the direct drive
chain guide channel (50).
3. Fasten together using 3/a" x 31/2" hex bolt (13).
3/a" lock washer (17), 3/s" flat washers (16), and DIAGRAM 19
3/5" nuts (fine thread) (14) — tighten securely. �3
(SEE DIAGRAM 17B) H leazoa
C. CAST REDUCTION DRIVE CHAIN HOIST (Drive r�
Side): .
1. Place the axle saddle casting (4) onto the sup-
port bracket (29,30) and under the door axle. aa�1
2. Place the two axle clamps (9) and extended 'Y 1t•
keeper plate (11) on top of the door skis asts
3. Fasten axle saddle casting, axis clamp and �: J sk •i
extended keeper plate together using 3/a" xi
31/2' hex bolts (13), ?/e" lock washers (17);r/8"
flat washers (16), and 3/e' nuts (fine thread)' (14):
—tighten securely. (SEE DIAGRAM 17C)` •
STEP #7 - CUT THE BANDS
WITIM.1hi door is now under tension.
Before cutting the bands, take hold of the door roll by
the bottom angle.
A. Cut the bands and bring the curtain down no
further than 1/4 the height of the door opening.
Secure chain over the chain retainer or wedge a
wood prop between the bottom angle and the
door roll to prevent upward travel.
STEP #8 - INSTALL DOOR STOPS. .
(Lift Clips) AND SLIDE BOLT
LOCKS
A. Install the door stops (18) and the slide bolt locks
using 1/4" x 11/4" truss head bolt (20); 1/4" flat` '
washers (23), 5/1a' nut (22), and 114" self locking'
nut (21) per side.
S. Electrically operated doors still require doorstops
(lift clips) to be installed.
DIAGRAM 20
20
23 19':
22 21
to
0 s
N-0-TE-:1 When installing slide bolt loc ks,•ths
threads from the truss head bolt protruding from the
self locking nut should be removed to a flush'position
with the self locking nut to prevent door from hanging
up on the head stops. Clamp a pair of vice grips onto
the thread and break off.
STEP #9 - INSTALL DOOR GUIDES
A. The head stops on the guides should be no more
than 1' higher (to bottom of stops) than the door
header. If not, cut.the bottom of the guides to
match your opening height and relocate slide bolt
notch at bottom of guide.
B. Models 201, 202, 205, 211, 231, 232, 235: Raise
the door curtain so the bottom angle Is approxi-
mately 3' below the heads Slide the guide over
the door curtain and position against.the door
opening allowing 1/4' clearance from edge of cur-
tain to inside the guide.
Install the top fasteners, lower curtain Into guides
slowly, maintaining proper clearance and stop at
6" above the floor. Install bottom fasteners. Check
If the guides are plumb using a level. The
fasteners should be located approximately ever
24' starting 6" from finished floor. Install balance
of fasteners and bend the lead-in at the top of the
guide to a 45 degree angle:
(SEE DIAGRAMS 3 THRU a and 21)
DIAGRAM 21
--oll— LEAD-IN
Sp0p
C. Model 203, 204, 233, 23C Use same procedure a5
above alowing?/4' clearance between curtain and
the Wgndlock spur. Lower the curtain into the
guides slowly. Be sure there is sulfic)ent clearance
for the windlock clips to enter the guides: (SEE
DIAGRAM 7 and 6)
D. For 9Mndload Certified Doors' refer to drewing.for
fastener/anchor type and frequency.
E. Spray silicone lubricant In.gukdas for ease of '
operation.
e j�<
t'QI�At� �t1ST
NOTE: Doors ordered for concrete/masonry
application will include 114 x 21/2" tapcons
for guide installation. Block clips welded to back of
guide for concrete/masonry application are optional
on Models 201, 202, 205, 211, 231, 232, 235. Block
clips are standard for concrete/masonry application
on Models 203, 204, 233, 234.
STEP #10 - CHECK AND ADJUST
BALANCE
If door lowers easily and raises hard, more tension is
required. It the door lowers hard and raises easily,
less tension is required. (SEE DIAGRAM 19)
CAUTION: I For all door drives: Before
adjusting the springs, pull the doors into the up posi-
tion. Secure the door by the following methods:
1. Tie a rope around the door roll.
2. Place a clamp at the top of the guide channel
to secure the curtain in the guides.
A. Cast Reduction Drive Doors Only
�When the axle clamps are
loosened, the chain leads will be under tension. Use
extreme care when handling the chain leads.
Secure both leads of the chain to the chair, retainer
(25). Score a horizontal line on the axle. Loosen axis
hardware to allow axle to spin freely. Grip both leads
of the chain securely. Note direction able must turn to
add or reduce tension (SEE DIAGRAM 19). Rotate
axle as required. Secure both chain leads to chain
retainer. Tighten all axle hardware. Repeat this opera-
tion If more or less tension is required.
B. All other doors:
.R
When the axle clamps are
loosened, the springs will be very strong. You will
need two people to adjust the door tension safely.
1. Each person should firmly place a large pipe
wrench on the axle as shown In DIAGRAM 19.
Loosen the axle clamps and pull down for more
tension and up for less tension. For Pocket .
Wheel Reduction Drive doors, remember to
loosen set screws prior to adjustment and
retighten securely after adjustment.
2. Retighten the axle clamp hardware.
3. Repeat the above steps If further adjustment Is
necessary. begin at STEP 69.
STEP #11 -TOP DRAFT STOP .
A. Top Draft Stop comes standard with Models 202,
204, 232, 234 Insulated Doors. All other Models
optional.
B. Pull door down and lock. Go outside and mark a
line on the door curtain as shown. (SEE
DIAGRAM 22)
C. Raise door 2'6" from floor, or until mark is
accessible. Place top draft stop (41) in position as
shown and secure with Tek screws. Stretch rubber
slightly and secure other end. Locate and install
the remainder of Tek screws at 6" O.C.
DIAGRAM 22
700.1111hill
SERVICE AND MAINTENANCE HINTS
The following hints would help you to obtain free
operation.
1. DOOR CURTAIN'DRAGS IN GUIDES.
A. Check that door support brackets are plumb.
B. Adjust location of guides for 'Is" -•1/4" side
clearance. Top and bottom.
C. Door Drum Assembly may be set too close or
too far from wall. Note slotted brackets for
adjustment
D. Check guides for foreign matter, such as dirt,
etc.
E. Check for damaged guides.
F. Adjust lead-in bend at top inside of guides.
(SEE DIAGRAM 21)
2. DOOR OPERATES HARD IN ONE DIRECTION:
A. Check all the above points.
B. Re -check Step No. 10.
C. If problem door has reduction drive, check 5/is"
x 3" bolt (59) that goes through axle that locks
idler gear carrier. If self locking nut (60) is over
tightened, it will cause the idler gear carrier
shaft to become egg -shaped and bind the
chain wheel.
3. CHAIN JUMPS OFF CHAIN GEAR
A. Chain Guide Assembly could be on axle back-
wards. Make sure drive parts are assembled
correctly. See Diagram 11 for Direct Drive, and
Diagram 12 or 13 for Reduction Drives.
B. Chain Guide could be bent out of alignment
with chain wheel.
C. Check far defects In cast chain wheel or chain.
D. On Electric Operator Doors or "Pocket Wheel"
Reduction Gear Doors, check for sprocket
alignment and proper chain tension. Also check
that set screws on Pocket Wheel Assembly are
securely fastened.
4. DOOR DOES NOT CONTACT FLOOR LEVEL
A. Use spirit level to check whether door or floor is
off level. If door is out of level, proceed to
check the following points:
B. Check if "Support Brackets" and guides are
level.
C. If A and "B" check out all right, roll door all the
way up and see It curtain rolls up straight on
drums. End of door should be square. C cone
shaped, go to Section 5.
D. Models 231, 232, 233, 234, 235: C all of the
above check out and curtain is no more than
1 /2" out of level, the following method of curtain
straightening may be used. The long side of
the curtain can be shrunk as follows: Roll door
all the way down. On the outside of the door
curtain is a steel strip 1 Vs" wide. This strip
holds the curtain square. Take a screwdriver
and slightly depress strip into corrugated rib. A
small amount in each of the)owerten ribs.
Door curtain will shrink on that side.
S. DOOR DOES NOT ROLL UP STRAIGHT
A. Check all points In Section 1.
B. An alternative solution to correct the coning
door is to raise the curtain up to the stops and
determine which side of the bottom angle
touches the stops first.
C. Secure hand chain, remove guides, lower cur-
tain down to floor level. Install a drum wedge
on side of the door from which the bottom
angle touches first.
D. Proceed to Step 9 to reinstall the door guides.
E. if problem continues, consult factory.
INSTALLATION OF REPAIR PANELS
1. FOR ALL DOOR MODELS
Determine the number of sheets which need to be
replaced. Starting from the bottom of door curtain,
the lock seams occur on about 25" centers. When
ordering, please give exact length of sheet and
location on door (i.e.. bottom, bottom and one
intermediate, etc.)
2. REMOVE DAMAGED SHEETS
A. Secure door in its full down position by Ibcktng
the chain on the chain retainerAr by wedging a
Wong piece of wood or pipe in hole at the end
of roll, against bracket When door sheet is cut
off, the door will have a strong tendencyto roll
up.
B. Remove door guides.
C, Cut off damaged sheet. (see Diagram 23).
Scribe a straight line and cut door sheet off
using nibblers.
D. Cut the sidestripping and remove damaged
shset(s).
3. INSTALL NEW SHEET(S)
A. Clamp new sheet in location as shown.
B. Drill holes for dia. rivets (#30) at 9" O.C., '
top and bottom and shown. Pop rivet as you
go.
C. Trim sidestrip as follows: Overlap steel/ribber 3
corrugations. Install the buttons and rivets. Trim
PVC Rubber as close as possible to the nearest
staple.
DIAGRAM 23
>
>
DRILL.
W (
RNI
HERE
x ON
ti
8 I SIDIE
y
THIS
SIDE
w
o
ASTA Door C"olrotion
PHONE: 77D-974-2600 .
FAX: 770-974-1455 ww
w.astadoor.com
ww.astadoor.com
ILI 101 �Co� �, -0
Florida Building Code Online
http://www.floridabuilding.org/prlpi app dd?aspx?param=wGEVXQ...
X _
}
tli]Il� i F7I1@fits BUS Home j Log In i User P ghtratibn 'I Hot Topics Submit Surcharge ; Stats & Facts Pub&atioons FBC staff E BCS Site Map Lnks Search {
Businq? -
Professional ;-r ProductApprovalos.Pubrc user
Regulation
Product Anproval Menu > Product or Application Search > Application L-U > Apork2tion Detail
FL# �FL1722-R4_`' tpmL-apiK p eA:isarrr
Application Type Revision
Code Version 2010.
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be. reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Elixir Industries Georgia Door Division
12:15 Pope Drive
Douglas, GA 31533
(770)459-8183
bpowers@eilxirind.com
Robert Powers
bpowers@elixirind.com
PTC Product Design Group
PO Box 520775
Longwood, FL 32752
(321)690-1788
info@ptc-corp.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Lasting
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM E330
Method 1 Option
Year
2002
1 of 4 3/28/2014 7M AM
♦ t
Florida Building Code Online
http://www.floriciabuilding.org/pr/pr app_dtLaspx?param=wGEVXQ...
Date Submitted
Date Validated
Date. Pending FBC Approval
Date Approved
Summary of Products
03/06/2012
03/09/2012
03/14/2012
FL,#
Model, Number or Name
Description
1722.1
402-14
Vinyl Steel Out -Swinging Regular Door - 14"x14" Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR 402-14 E330.odf
Approved for use outside. HVHZ: Yes
Quality Assurance'Contract Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +40/-40
InstaliatidwInstructions
Other:
FL1722. R4 II ELIX0050 RevO 402-14.p
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
" Evaluation; Reports
FL1722 R4 AE PER 1951 RevO 411-0916.odf
Created by Independent Third Party: Yes
1722.2
402-20S
Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 -C-CAC EXR 402-20S E330.gdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +40/-45
installation Instructions
Other:
FL1722 R4 II ELIX0051 Rev() 420_20S_pdf
I
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
i
Created by Independent Third Party: Yes
Evaluation Reports
FL1722 R4 AE PER 1951 Rev0 411-091�df
Created by Independent Third Party: Yes
1722.3
407
Vinyl Steel Out -swinging. Regular Door - Blank (no Window)
Limits of Use
Certification Agency Certificate
Approved tor'use in HVHZ: No
FL1722 R4 C CAC EXR 407 E330.odf
Approved: for use outside HVHZ: Yes
Quality Assurance. Contract. Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +40/-45
Installation, Instructions
Other:
FL1722 R4 II ELIX0052 JIM 407.bdf
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL1722 R4. AE PER 1951'RevO 411-0916_p_df
Created by Independert Third Party: Yes
1722.4
430 W9
Vinyl`Steei Out -swinging Regular Door - 9-Lite Window (VA"
x TO")
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR 430-W9 E330.pdf
Approved for use outside'HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
I Design. Pressure: +33/-40
09/14/2015
Installation Instructions
Other:
FL1722 R4 II ELIX0053 1160 430-W9:odf
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
11
Evaluation. Reports
FL1722 R4 AE PER 1951 RevO 411-0916.odf
Created by Independent Third Party: Yes
i 1722.5
6400-W9
Painted Steel In -swing Door with.9-Cite Window (1'8" x 3'0")
t
and Full View Storm Door
Limits of Use
Certification Agency.Certificate.
Approved for use in HVHZ: No
FL1722, R4 C CAC EXR 6400-W9 E330.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract: Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +56/-60
Installation instructions
Other:
FL 2 R4 II ELIX0035 ReoO 6400-W9.ndf
Verified By: Robert J. Amoruso, P.E. FL License No: 49752
A.
Created by Independent Third Party: Yes
2 of 4
Florida Building Code Online
F
http://www.floridabuilding-org/pr/pr app_dtl.aspx?param=wGEVXQ...
Evaluation Reports
FL1722 R4 AE PER 1951 RevO411=0916mdf
Created by independent Third Party: Yes
1722.6
8500 W9
Steel Clad In -swing Door with.9-Lite Window (1'8" x 3b")
and Full View Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR 8500-W9 E330.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
60/15/2015
Design' Pressure: +50/-50
Installation Instructions
Other:
FL1722 R4 II ELIX0036. ReA 8500-W9.pdf
Verified By;. Robert]. Amoruso, P.E. FLUcense No. 49752
Created' by Independent Third Party: Yes
Evaluation Reports
FL1722-R4 AE PER 1951 RevO 411-0916.pdf
Created by Independent rhird.Party: Yes
1722.7
9000
Steel Clad In -swing Door (no window) and Full View Storm
Door
f Limits of Use
Certification Agency Certificate
I Approved for use in HVHZ: No
FL1722 R4 C. CAC EXR 9000.60-E33D.pdf
Approved for use outside HVHZ: Yes
Impact.Resistant: No
Quality Assurance Contract Expiration Date
09/14/2015
1 Design Pressure: +60/-60
Installation Instructions
Other:
FL1722. R4 II ELIX0037 RevO 9060.0f
Verified By: Robert]. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
I
FL1722 R4 AE PER 1951 ReyO 411-0916.pdf
Created by.IndependentThird'Party: Yes
1722.R
9400-W9
Steel Clad In -swing Door with 9-Lite Window (1'8" x 3'0")
and Full View Storm Door
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
FL1722 R4 C CAC EXR 9400-W9 E330.12df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2015
Design Pressure: +601-60.
-installation Instructions
Other:
FL1722- R4 IT ELIX0038 RevO .9400-W9.odf
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL1722 R4 AE PER 1951 RevO 411-0916.0df
Created by Independent Third Party: Yes
1722:9
STR 7000 Oval
Standard Residential Door with 20-1/2" x 56" Oval and Full
View Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL1722 R4 C CAC EXR STR 7D00-04 E330.ndf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact.Resistant: No
09/14/2015
Design. Pressure: +601-60
Installation Instructions
Other:
FL1722 R4 II ELIX0039Reb0 STR-7000.odf
Verified. By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third' Party: Yes
Evaluation- Reports
FL1722 R4.AE pER 1951 RevO 411-0916.Ddf
Created by Independent Third: Party: Yes
Contact Us:* 1940 North Monme Street. Tallahassee FL 3239R Phone: 850-487-1824
The State of Florida is an AAjEBI) employer. Copyright 2007-2013 State. of Florida..:: Privacy Statement:: AccessbiTgyStatemein :: Refund Statement
Under Florida law, email addresses are pubic records. If you do not want youre-mad address released In responseto a public -records request, do. not'send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October1, 2012,'licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emaas provided may be -used for official communication with the licensee_ However email addresses are public record.. if you do not wish to'suppty a
personal address, please' pmvlde the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click hem. .
Product Approval Accepts:
3 of 4 3/29/2014 7:19 AM
ELIXER INDUSTRIES
MODEL 402-14 NON -IMPACT 0UTSWING
GENERAL NOTES:
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE
(FBC) EXCLUDING HIGH VELOCITY HURRICANE ZONE AND
THE DESIGN PRESSURE(S) STATED HEREIN.
la. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT DALLAS
LABORATORIES, INC. #44276 AND ASSOCIATED
LABORATORY STAMPED DRAWINGS.
VINYL LAMINATED STEEL DOOR
INSTALLATION ANCHORAGE DRAWING
INSTALLATION NOTES:
S. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
ANCHOR LOCATION.
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRODUCT HEREIN.
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
6. FRAME MATERIAL: ALUMINUM ALLOY 6063-T6
DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED
GALVANIZED STEEL.015" SKIN W/ URETHANE FOAM CORE.
2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
7. GLASS MEETS THE REQUIREMENTS OF ASTM
OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING
E1300-04e(01) GLASS CHARTS.
SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
8. DESIGNATIONS "X' STAND FOR THE FOLLOWING:
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
X: OPERABLE PANEL
OR ARCHITECT OF RECORD.
0: FIXED PANEL
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
9. HARDWARE:
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
A HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
B. LATCH LOCK: KEYED
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
C. DEAD BOLT: SINGLE CYLINDER
RECORD.
10. SEE SHEETI FOR DESIGN PRESSURE CHART.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
WHERE WATER INFILTRATION
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
REQUIREMENT IS NOT NEEDED
NONE
+40.0 /-00.0
•`UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS AND GLAZING DETAIL
4
HORIZONTAL CROSS SECTIONS
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM SIZE OF 1/4 INCH. SHIM WHERE SPACE OF 1116 INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
'ANCHOR SCHEDULE" THIS SHEET.
o
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
6. 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 IN THE
"ANCHOR SCHEDULE" THIS SHEET.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING.
ANCHORSCHEDULE
SUBSTRATE
DOORFRAME
TYPE
SIZE
MANUFACTURER
MANUFACTURER
AND/OR
EDGE
DISTANCE
ANCHOR CAPACITIES
TYPE
'SPECIFICATION
(IN) (1)
IN) (1) In
BASED ON
SHEET
S
MIN. 3
METAL/STEEL
-
THREADS
TUBING 14-GA
FIN (Z-BAR)
PAN HEAD
NO.8
ASME 81-
PAST INSIDE
3/8"
MIN.33 KSI YIELD
MIN.
�
(TAPPING SCREW)
SURFACE OF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI B18.6.1
2X WOOD
(WOOD SCREW)
WOOD WITH AMIN]MUM
FRAMING
FIN (Z BAR)
PAN HEAD
NO.8
OR
V
1/2"
SPECIFIC GRAVITY OF
ASME 1318.6.4
0.42.
(TAPPING SCREW)
NOTES:
1) FOR WOOD OR TA PIPING SCREWS IF SPLITTING IS A CONCERN, DRILL 0.082- PILOT HOLE (DRILL SIZE 45).
2) EDGE DISTANCE MEASURED FROM ETHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE
Robert J. Amoruso, P.E.
.FL P.E. No. 49752
No 49752
I
o
_ I
35 11/16" MAX. O.A. a'
FRAME WIDTH
34 3/4" MAX.
DOOR PANEL 10" MAX.
WIDTH O.C. (TYP.)
B D _ 3" MAX. (TYP.) � � � 3' MAX. (TYP.) �
3 3 MAX. D.L.O.
14" X 14" o
L_
H H N Z.
X O
4 4 4" MAX. (TYP.)W N o w N
F O F ®O r-� � o o o
4 4 0 ��a
G G LOCK ASSEMBLY (REGULAR DRIVE-IN) 10" MAX. E—, 'O Oq
79 3/4" 78 3/4" 4 4 IS LOCATED APPROX. 38" ABOVE O.C. (TYP.) ch
MAX. E O E BOTTOM OF DOOR LEAF AND THE DEAD O a g aw o
MAX. O.A.F-:q V) x s z
FRAME DOOR q X 4 BOLT ASSEMBLY APPROX. 42" ABOVE �N z
HEIGHT PANEL O BOTTOM OF DOOR LEAF. SEE STRIKE O X �Qyi W o 14 I o Q
HEIGHT " DETAILS THIS SHEET F-� 00 OH 0
zZ z N aE
42" T o � 7
38" 34' MAX. MP.) 0.? 7
HINGE SPACING 4• MAX P W '" o J O
r (TYP.) ,�, o v z
1 q z
�-+ w S w
FOUR HALF HINGES ON 34" a p
MAX. SPACING SECURED SILL ANCHOR SPACING W fig{
A C BY #8 X 3/4' SCREWS (TYP.) SAME AS HEAD SPACING oI G g Sw
ANCHOR LAYOUT F �
EXTERIOR VIEW
ELEVATION
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
1 , 10" MAXIMUM O.C.
#8 TAPPING SCREW. Robert J. Amoroso, P.E.
#8 x 21/2" WOOD i I SCREW MUST BE OF 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL FL P,E. No.49752
SCREW SUFFICIENT LENGTH TO IS 7. ANCHOR SPACING VARIES, BUT NOT TO ,`
#8 x 1/2" PENETRATE 3 THREADS EXCEED 10" MAXIMUM O.C.
SCREWS MINIMUM BEYOND STEEL �����CEiyO9�i'
I I TUBE. '%0:
1 / . Q- No 49752 :O
ENTRY DOOR ENTRY DOOR Z oJ�l1i�`
STRIKE DETAIL STRIKE DETAIL. STAT
WOOD FRAME SUBSTRATE STEEL TUBING SUBSTRATE 'i~, -� P'• ��
I" MIN. EMBEDMENT
#8 WOOD SCREW
INSTALLATION ANCHOR
2X WOOD FRAME
(BY OTHERS)
112" MIN.
SEALANT TAPE TO BACK EDGE DIST.
SIDE OF MOUNTING FIN
1/4" MAX SHIM
EXTERIOR ;(mmml) INTERIOR
SEE GLAZING DETAIL
ON THIS SHEET
B VERTICAL SECTION
WOOD FRAME SUBSTRATE
EXTERIOR
INTERIOR
�1/4" MAX SHIM
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
1/2" MIN.
2X WOOD FRAME
EDGE DIST.
(BY OTHERS)
1" MIN. EMBEDMENT #8 WOOD SCREW
INSTALLATION ANCHOR
VERTICAL SECTION
A
WOOD FRAME SUBSTRATE
#8 x 1 1/2" OVAL HEA
SCREW
EXTERIOR � I I � INTERIOR
I {�118' TEMPERED GLASS
GLAZING DETAIL
THREE (3) THREADS
MIN. PENETRATION
98 TAPPING SCREW
3
INSTALLATION ANCHOR
�
O
SEALANT TAPE TO BACK
318" MIN.
SIDE OF MOUNTING FIN
EDGE DIST.
¢
E
�
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
N
O
Ln
d
Q
00
O
EXTERIOR
INTERIOR
z o
N
c1lo
d X
=
w
z
o
W co
in
�ON�
Oog
ui
VERTICAL SECTION
o
�0 <
z
D
STEEL TUBING SUBSTRATE
Q w o
ao
1 o Z
E
0LLJ
r-i a�
zZI5
ag
0o rn
0
d g En
, cn
Rey
W ;::)
OJOtlw
-JZ U
J
W J-p"
A
hR
EXTERIOR
INTERIOR
IF III €
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
3/8" MIN.
Robert J. Amoroso, P.E.
SEALANT TAPE TO BACK
EDGE DIST.
FL P.E. No. 49752
SIDE OF MOUNTING FIN
,t'ptilitlh
#8 TAPPING SCREW
�%-! 3WES ` f"
THREE (3) THREADS
INSTALLATION ANCHOR
++`g%0 LGEA!
sF':9G•.
MIN. PENETRATION
+' p�0 lv
No 49752
VERTICAL SECTION
' STAT ogrr2 r�u
�•��o
C
ivA:��``�.�
s+'4
STEEL TUBING SUBSTRATE
S�O(yALE�,4�,`
1/4" MAX SHIM
112" MIN. EDGE DIST.
2X WOOD FRAME
(BY OTHERS)
#8 WOOD SCREW
INSTALLATION ANCHOR
1" MIN.
EMBEDMENT
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
E HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
3/8" MIN. EDGE DIST,
#8 TAPPING SCREW
INSTALLATION ANCHOR
THREE(3)THREAD -
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN-
SEE GLAZING DETAIL
ON SHEET 3
INTERIOR
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
INTERIOR
/ r HORIZONTAL SECTION
STEEL TUBING SUBSTRATE
EXTERIOR
EXTERIOR
1/4" MAX SHIM
11T MIN. EDGE DIST. a
m
2X WOOD FRAME o
(BY OTHERS) I
#8 WOOD SCREW �
INSTALLATION ANCHOR a
INTERIOR
#8 X 3/4" SMSA `
G
SEALANT TAPE TO BACK z N � d
EXTERIOR SIDE OF MOUNTING FIN FWi Nm u, O w
Q' c �opzg °
Er-n, 10 p o 0
V1 Www = H
�� ORIZONTAL SECTION a 0 m En m~ z I
WOOD FRAME suBSTRATE (:i w o T(nu) o f
/—a 10
O O iw- U
�--i a zzJ y $�
xz
W 0 rn Ngp c
� oJN O dt}ct
14 GA. MIN. SQUARE x ca -i> _ a
STEEL TUBING (BY a Ld
a 16"5
INTERIOR OTHERS) J_L
3/�t18 EDGE DIST. SM
TTAPPING SCREW ALLATOc
NANCHOR p s g°6
W �
JI
THREE(3)THREAD
MIN. PENETRATION
EXTERIOR SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
Robert J. Amoruso, P.E.
FL P.E. No. 49752
/" HORIZONTAL SECTION ••�`�,. � NM
S4.'f,,
STEEL TUBING SUBSTRATE `. q�r v E . G
Q', No 49752 �:r0
Florida Building Code Online
http://www.floridabuilding.org/p,r/pr app_dd-aspx?param=wGF,VXQ...
1 of 3
i► ' - , e
i nri` cr BCISHome ; log,In User Registration Hot7opics SubmtSurcharges Stats✓3iFacts }. Publications FBCStaff �. BCISSfteMap i irks j Search i
.�3 �'�t21YlEtlt .
Business
Professibnal Product ..,eApproval
U§ER::Pubrc User
Product Aodioval MenLL> Produckor aopri[ati0n Search > ano6catron,list>'Apprication Detail
FL # TL670242 rtiY srr c nehwzsx {,yr
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Carolina Carportsjnc.
Address/Phone/Email 187.Cardinal Ridge Trail
Dobson, NC 27017
(336) 367-6400
michael.j@ccihq.biz
Authorized Signature Michael3ohnson
michael.j@ccihq.blz
TechnicalRepresentative
Address/Phone/Email
Quality Assurance Representative,
Address/Phone/Email
Category Structural Components
Subcategory Structural Wall
Compliance Method Evaluation Report from a FloridaRegistered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Terrence E. Wolfe
the Evaluation Report
Florida License PE-44923
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03/14/2017
Validated By Locke -Bowden
rs Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL6702 R2 COI Letter of Certification.Odf
Standard
UL 1897
UL 580
Year
2004
2006 0
.('ry
1
3/28/2014 6:46 AM
Florida Building Code Online
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGE`I.XQ...
Product Approval Method
Date. Submitted,
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
06/04/2012
06/18/2012
08/09/2012
10/09/2012
9 FL #
Model, Number or Name
Description
j 6702.1
AG Panel
26 Ga. AG Wall Panel 36" Wide
{ Limits of Use
Installation Instructions
Approved for. use in HdHZ:'No
FL6702 R2 II 26 Ga. AG Wall Panel Details.odf
Approved for use outside HVHZ: Yes
Verified By: Terrence E. Wolfe, PE. 44923
i Impact Resistant N/A
Created by Independent Third Party: Yes
{ Design Pressure: +N/A/-96.8 PSF
Evaluation Reports
t Other: -96.8 psf @. 2'-0" o.c. fastener spacing (see Load
FL6701 R2 AE 26 Ga. AG Structural Wall Panel NON
HVHZ.pdf
Table).,Install per manufacturers details. Not for use in HVHZ
Zones.
FL6702 R2 AE 26 aa. AG Wall Panel Load table.odf
Created by independent Third Party: Yes
Next
Contact Us :: 1940 North. Monroe Street. Tallahassee FL 32399:Phone: 850-487-1824
The State of Florida is an AA/EEO employer. C6ovriaht2007-2013 State of Florida.:: EdYacv State—t•:: Accessibility Statement :: Refund Statement
Under Florida law, emalladdresses are public records. If you do not want your, e-mail address released in response to a public4ecords request, do not send electronic
mail to this entity. Instead, contact the office by phone or traditional mail. If you have any, questions, please contact 850.487.1395. •Pursuantto. Section
455.275(1), Florida Statutes, effective October 1, 2012; boensees licensed urider Chapter455, F.S. must provide the Department with an email address If they have
one. The email provided may be used for officclal,communkatwn with the licensee. However email addressesare public record. If you do not wish to. supply a
personal address,. please provide the Department with an email address which can be made available to the pubic. Tb determine if you are a Ikensee under Chapter
455, F,, please click here.
Product Approval Accepts:
-®: W =Rice♦
CredIY.C�rr�
Lim
2 of 3 3/28/2014 6:46 AM
Florida Building Code Online
http://www.floridabuilding-org/pr/pi_app_dtl.aspx?param=wGEVXQ:..
Pv',da DeN -ntq SCrS,Home t Login User Registration 1 Hot7opu5 { Submft Surcharge 1 Stats @ Facts 4 Pubrcations FBc staff SCIS Ste Map i links j Search j
Busiries .1 ProductApproval
Professigna) 0
USER: fruhficUser
Regulation
.Product Anoroval Menu>Pmduct or Aoorication Search>.AppreatinnList > Applimtlon Detaa
FL # iFL6702=R2
_ _ _ +zcrrcra�o� .y,. _r+.rc3cr.,aZ-
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacttirer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name -who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Carolina Carports,Inc.
187 Cardinal. Ridge -f rail
Dobson, NC27017
(336) 367-6400
micFiael.j@ccihq.biz
Michael Johnson
michael.j@ccihq.bfz
Structural Components
Structural Wall
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Terrence E. Wolfe
PE-44923
Keystone Certifications, Inc.
03/14/2017
Locke Bowden
Validation Checklist-,Hardcopy Received
FL6702 R2 COI . Letter of Certincation.pdf
Standard
UL 1897
UL 580
1 of 3 3/28/2014 6:46 AM
Florida Building Code Online
http://www floridabuilding.org/pr/pr_app dtl.aspx?param=wGtVXQ...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
06/04/2012
06/18/2012
08/09/2012
10/09/2012
r
FFLit Model,. Number or Name
-
Description
16702.1 AG Panel
26 Ga. AG Wail Panel 36" Wide
rl_imits of Use
Installation Instructions
Approved for use in HVHZ: No
F1-6702 R2 II 26 Ga. AG Wall Panel Details.odf
Approved for use outside HVHZ: Yes
Verified By: Terrence E. Wolfe, PE. 44923
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-96.8 PSF
Evaluation Reports
other: -96.8 psf @ 2'-0" o.c. fastener spacing (see Load
FL6702 .R2 AE 26 Ga. AG Structural Wall Panel NON
Table). Install per manufacturersdetails. Not for use In HVHZ
HVHZ:odf
'Zones.
FL6702 R2 AE 26 ga. AG Wall Panel Load table.tidf
Created by Independent Third Party: Yes
Contact Us :: 19g0 North Monroe Street. Tallahassee FL 323MPhone, 850-487-1824
The State of Florida is an AA/EEO employer. Coovrfoht2007-2613 State ofFibrida.:: Privad StaLCM"t :: Accessibility Statement :: gerund Statement
.Under Florida law, email addresses are 6brc records. If you do not want your e=maTaddress released in response toa:publio-records request, do not send electronic
mail to this entity. Instead, contact the office by phorre orby traditional mall. If you have any questions, please contact850.487.1395. "Pursuant to Section
455.275(1), Florida Statutes, effective October 12012,.Bcensees licensed under Chapter455, F.5. must provide the Department wkh an small address If they have
one. The emaits provided may betsed forof"I communication with the licensee. However email addresses are public record. If you do not wish to supply a
.personal address, please. provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter
455, F.S., please click thre .
Product Approval Accepts:
® ,® k-t;l in
securitv�tftritc-s
2 of 3 3/28/2014 6:46 AM
I�f03 - c��33
ljr,)-`7 FEATHER CREEK
DRIVE, FORT PIERCE, FLORIDA
SURVEY DATE 03\28\2014
o x:
E T:
LOT 421 OCCUPIED
o FND 4"x4"
M
�. '2CHAINLINK ENC
.50' CLF M)170.28'(P)
Q0
LU
7.00' WIDE EASEMENT
ill/
ST
0-)��
'P 20
00 COVERED POOL
2 0. 0
_
�
� FND 1
' I.f
Q
m �'°
a
L-Ia
W
NOR iH
32. 0'
4
4 0.0 00
Q
51.57
0 0
0 46.71
ry
Nco
rN 16.0 0'
o
o
o
F
o
5' WIDE SIDEWALK 0
o
N
j
�
0
16.00
LOT 420 OCCUPIED N
N
o
o✓ o
0 CO
}-
SINGLE STORY FAMILY
z
>
porch added
�L'-F Oi
o HOME 5.5Q
20'00�
I—
. I •�:
0 AC PAD X
2.30 00
thl. Pat 0 d1l y �i
o
. N
24 L,
r
41.
8
w
u-'
2.00' N
61.0
18 WIDE
RIV
WAY
W
o
67.41
15.0 0
3. 6.25 8.05' _Y _ `' <
I 0
4 1.
10z6
c,
r f,
�; < .. �, . • � 12.2cr
Of
O
EL: 20.9 0.00 ��
4
�.I ., . . �'
f
LLJ
Ln
74.79
.00�l
' WIDE EASEMENTEL: 21•00 170.0 ' 40 L` 21
75.23
m
U
concr e pad �--LJ
Q z
W�
LL-• o
EL: 21.42 EAST EL: 21.39I
pro osed
FND 3/8" I.R.
8•00 FND 1" I P
7.52
proposed 20 x10 shed f.f.
�4 50 assumed b.m. 20.0
\P
OF BOUNDARY SURVE LOT 419 OCCUPIED
driveway added
C0u'k%4 Vir",M
4
5207 FEATHER CREEK DRIVE, FORT PIERCE, FLORIDA SURVEY DATE 11\15\2013 SHEET 1 OF
SURVEY NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 420
AND BEARS 90'-00'-00" WEST.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD
NO SEARCH OF PUBLIC RECORDS HAS BEEN DONE BY THIS OFFICE.
3. THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDIVIDUALS.
4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. 88, UNLESS OTHERWISE NOTED.
5. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
6. NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE BEEN LOCATED OTHER THAN
WHAT IS SHOWN. HEREON.
7. BEARINGS SHOWN HEREON ARE CONFORMED TO PLAT UNLESS OTHERWISE NOTED.
8. 5207 FEATHER CREEK DRIVE R/W AS MONUMENTED AND SHOWN ON DRAWING.
9. ENCROACHMENTS OF UNDERGROUND FOUDATIONS,
IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED
AS PART OF THIS SURVEY UNLESS SHOWN HEREON.
10. REPRODUCTION OF THIS MAP AND ALL SHEETS ATTACHED ARE NOT VAUD WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
11. FLOOD ZONE X MAP PANEL 121111CO070 EFFECTIVE DATE 02/16/2012
LEGEND
F.I.R. — found iron rod
CM— concrete monument
FND — found
LB — licensed business
D — deed
RCP — reinforced concrete pipe
M — measured
BM — benchmark
EX— existing
F. F. — finish floor
PB— platbook
CL — centerline
ID. — identification
WM — water meter
IP — iron pipe
ASP— asphalt
EL— elevation
PG— pages
PLS — professional licsened surveyor
R/W — right—of—way
OHE — overhead electric
WPP — wood power pole
D.U.E. — drainage/utility easement
BRG REF — bearing reference line
OR — official record
LEGAL DESCRIPTION:
I.R. — iron rod
BOC — back of curb
PP — power pole
FIRC — found iron rod with cap
T.B. — telephone box
CONCRETE
BRICKPAVERS
❑ ASPHALT
HOLIDAY PARK SUBDIVISION -PHASE 2B-LOT 420
AS RECORDED IN (PLAT) PB 20 PG 12D, (DEED) OR BOOK 3549, PISS 2132
IN PUBLIC RECORDS OF CLERK OF COURTS IN SAINT LUCIE COUNTY FLORIDA
SEC/TOWNSHIP/RANGE: 12/34S/39E
PARCEL ID: 1312-801-0223-000-9
CERTIFIY TO: JANICE CHAMBERLIN-ENDRESS
JAMES ENDRESS
FIELD / DRAWN : SB,AB / SB
REPRODUCTION OF THIS MAP AND ALL
SHEETS ATTACHED ARE NOT VAUD
WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND, MAPPER
AB SURVEY ENTERPRISES-INC LB 6301
342-6ARTER AVE, PSL, FL-34983
PHONE / FAX 772-224-2963 "
CELL 772-579-3849 -
SIGNATURE }nt-
5207 FEATHER CREEK DRIVE, FORT PIERCE, FLORIDA SURVEY DATE 03\28\2014
REVISED DATE 03\28\2014; PORCH, DRIVEWAY,AND SHED ADDED
A SURVEY NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 420
AND BEARS 90'-00'-00" WEST.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD
NO SEARCH OF PUBLIC RECORDS HAS BEEN DONE BY THIS OFFICE.
3. THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDIVIDUALS.
4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. 88, UNLESS OTHERWISE NOTED.
5. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
6. NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE BEEN LOCATED OTHER THAN
WHAT IS SHOWN. HEREON.
7. BEARINGS SHOWN HEREON ARE CONFORMED TO PLAT UNLESS OTHERWISE NOTED.
8. 5207 FEATHER CREEK DRIVE R/W AS MONUMENTED AND SHOWN ON DRAWING.
9. ENCROACHMENTS OF UNDERGROUND FOUDATIONS,
IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED
AS PART OF THIS SURVEY UNLESS SHOWN HEREON.
10. REPRODUCTION OF THIS MAP AND ALL SHEETS ATTACHED ARE NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
11. FLOOD ZONE X MAP PANEL 121111CO070 EFFECTIVE DATE 02/16/2012
LEGEND
F.I.R. — found iron rod
CM— concrete monument
I.R. — iron rod
FND — found
LB — licensed business
BOC — back of curb
D — deed
RCP — reinforced concrete pipe
PP — power pole
M — measured
BM — benchmark
FIRC — found iron rod with cap
EX— existing
F. F. — finish floor
T.B. — telephone box
PB— platbook
CL — centerline
ID. — identification
WM — water meter
IP — iron pipe
ASP— asphalt
EL— elevation
PG— pages
PLS — professional licsened surveyor
R/W — right—of—way
`2 CONCRETE
OHE — overhead electric
WPP — wood power pole
BRICKPAVERS
D.U.E. — drainage/utility easement
BRG REF — bearing reference line
ASPHALT
OR — official record
LEGAL DESCRIPTION:
HOLIDAY PARK SUBDIVISION -PHASE 2B-LOT 420
AS RECORDED IN (PLAT) PB 20 PG 12D, (DEED) OR BOOK 3549, PGS 2132
IN PUBLIC RECORDS OF CLERK OF COURTS IN SAINT LUCIE COUNTY FLORIDA
SEC/TOWNSHIP/RANGE: 12/34S/39E
PARCEL ID: 1312-801-0223-000-9
CERTIFIY TO: JANICE CHAMBERLIN-ENDRESS
JAMES ENDRESS
5207 FEATHER CREEK DRIVE, FORT PIERCE, FLORIDA SURVEY D�,TE 03\28\201
SHEET 2 OF
F N D 4"x4"
LOT 421 OCCUPIED
M
4 CHAINLINK ENC .50' CLF M)170.28'(P)AL
C°
z 7.00' WIDE EASEMENT W ST
F ,f •P— — — — FND 1 ' I.
w 20 OOCOVERED POOL 20 W -o
L;
(n W g
° w 32. 0' 40. 00' oo � N -
¢ .57 0 00 46.71
z \ o N a
o ¢ _:,. o
n 16.00'
�0=0 o 0 0= 0
o ~ 16.00' 5' WIDE SIDEWALK o �— o0 oN
0 o o - LOT 420 OCCUPIED N N o o
Cn }- bi
o� ^ SINGLE STORY FAMILY o z 2a.00, >
porch added ' f' oo HOME 5.00 o✓
I- `. N; A C PAD 4, X 12' o Ihl• par! of dN.way nd�i •
0 41. 8
2.0 0' 18WIDE R-1=V WAY w
0 61.00
67.41
15.00 P,, o <; .12.p�
O 4i ,
_ 20.00 w
77.49zo
<
Lj .00' WIDE EASEMENT Mon
170.0 ' 72.53 m
EAST pro osed concr e pad �--
F N /8 " 1. R . �8.0o
p osed 20 x10 she+ assumed b rr24�U e
MAP .:OF BOUNDARY SURVE LOT 19 OCCUPIED driveway added
0.-
Q
T,
4
0
N
N
O
3
' D
n
n
900S e
v
v
N
l�J
OW
�8
c.Lil �e
SOA►nPs
N
Florida;l3uilding Code Online http://www.floridabuilding.org/pr/pr app otl.aspx?param=wGEVXQ...
a
r
R A e A A.
1v:J u' �xitt li�nl.# aCIs Home (..Log to f User Registration, on. Hot Topics Submit Surcharge I, slats &Facts Publications { rBc staff BC15 SMa Map links 1 Search
Busines
Product Approval
i'rofessibnal ' ` USER: Wbrr User COPY
ReguiationP oduct_gppmval Menu > Product or AophratL Search > AportaHon L'st.> Appgotion Deta➢ , cry �r
FL #
FL12940_-_112
^
Application Type
Revision
Code Version
2010
Application Status
Approved
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer
Pocahontas.Aluminum Company, Inc.
Address/Phone/Email
2001 Industrial Drive
Pocahontas, AR 72455
(870)892-3689
kal(ins@pocahontasaluminum.com
Authorized Signature Ken Akins
kakins@pocohantasaluminum.com
Technical Representative Andy McAfee
Address/Phone/Email 2001 Industrial Drive
P.O. Box 756
Pocahontas, AR 72455
(870) 892-3689 Ext 101
amcafee@pocahont6saluminum.com
Quality Assurance Representative Jason Summers
Address/Phone/Email 2001 Industrial Drive
P.O. Box 756
Pocahontas, AR 72455
(870) 892-3689 Ext108
Jsummers@pocahbntasaluminum.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 201/i.S. 2/A440 2005
Equivalence of ProductStandards
Certified By
1 of 2 3/28/2014 7:16 AM
i•
FlondaBuilding Code Online
I
r
http://Www.f.loridabuilding.6rg/pr/pi app_dtl.aspx?param=wGEVXQ...
Product Approval Method
Date Submitted
Date Validated.
Date Pending FBC Approval
Date Approved
Summary of Drnriurts
Method 1 Option A -ILE
am
OPY
10/14/2013
10/14/2013 h a��
10/21/2013
I.FL 10
Model, Number or Name
Description
112940.1
100 VS Vertical Sliding Window
40 x 63 Aluminum. Flange Frame. 41-3/4" x 64-5/8" flange
tip to tip. measurements.
j Limits of Use
Certification. -Agency Certificate
Approved for use in HVHZ: No
FL12940 R2 C CAC 7577102CAR.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/25/2016
Design Pressure: +15/-15
Installation Instructions
' Other:
EL12940 R2 II D00000.PDF
Verified By: Keystone Certifications, Inc.
`
ICreated by Independent Third Party:
Evaluation Reports
!
Created. by Independent Third Party:
lBadc
Contact Ue.::-1940 North Monroe Street. Ta�hassee FL 32399-Plmne: 850-487-1824
The State of Florida is an AA/EEO. em ployer.'Copyrigiit 2007-2013 State of Florda, :: privacy Statement :: q c ss fl2 ty crat m :: RefUnd Statement
Under Florida law, email addresses are pubk records. If you do not want your e-mailaddress released in response to a pubic -records request; do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact8S0.487.1385.-Pursuantto Section
455.275(1), Florida. Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an ema➢ address If they have
one. The emals provided may be used foroffxial communication with the licensee. However emal addresses are public record. If you do not wish to suppy a
personal address, please provide the Department with an ema➢ address which can be made avallable to the pubFc. To determine if you.are a licensee under Chapter
455, F S., please click bmp-.
Product Approval Accepts:
CireditC A S
J
2 of 2 3/28/2014 7:16 AM
64
MAX
#6 X 1 5/8"
Installation Method
Pocahontas Aluminum CP Y
41 3/4"
MAX WIDTH
SASH WIDTH
3" MAX I-. 4" MAX TYP
FROM CORNERS TYP
NLLATION
ANCHOR
AINIMUM
PENETRATION
3"
. HEIGHT
4" MAX TYP
4" MAX
FROM CORNERS TYP
TABLE 1
BOWIRAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
PURLINS, AND POSTS OR GIRTS
MAXIMUM
(INCHES)
WIND
ULTIMATE
NOMINAL
POST / RAFTER
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
INTERIOR
END
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
115 TO 150
89 TO 116
5.0
6
6
I or II
B, C, or D
151 TO 180
117 TO 139
4.0
6
6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames.
2. Fasteners consist of 1/4"A4X1" self -drilling screws with control seal washer.
3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 14° (3:12 pitch). Spacing requirements for other
roof heights and/or slopes may vary.
4. Ground anchor requirements are 1 @ each comer and one every other interior bow/rafter post location, at a maximum of 10' O.C., and
both sides of openings where base rail is absent.
5. Ground anchors are not required with concrete slab construction.
APPROVED PRODUCTS LIST
APPROVAL
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596-R2
26 Gauge AG Panel
10/09/12
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702-R2
26 Gauge AG Panel
10/09/12
EXTERIOR DOORS
SWINGING
ELIXIR INDUSTRIES GA.
FL1722-R4
Model 402-14
03/14/12
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888-R3
Model 203
04/03/12
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940-R1
Model 100 VS
04/06/12
GENERAL NOTES:
1. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4" x 1" SELF DRILLING FASTENERS WITH CONTROL SEAL
WASHER @ 6" O.C. AVERAGE.
3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS.
4. ALL SHOP CONNECTIONS SHALL BE WELDED.
5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVALENT. \
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY:
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
0090 FARMERS 09 ATTACHMM
aT RROPONSIBIM Of THE
WINDOW AND DOOR NOTE
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL
IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION:
ANSI/AAMA/NWWDA 101/IS2 2/97
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE.
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 2010 FLORIDA BUILDING CODE. THE PLANS ARE VALID UNTIL THE NEXT REVISION
OF THE FLORIDA BUILDING CODE.
,ea&CB�BBfIn„_
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
IF ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP
REVIEWED PY
DATE O
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
jas a I,P. tg,
la t nse No.
i A
•• STATE OF
ON XL
INC.
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WITH 1/4" x 1' SDFs
WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
12
Q 3
BOX EAVE OPTION
SIDE EXTENSION 24" 16 GA U-CHANNEL BRACE
FASTENED TO EACH BOW FRAME
WITH 114" x 1" SDFs
T-W T 14'-0" LEG HEIGHT
FINISH GRADE
8 3 MONOLITHIC SLAB FOUNDATION OR TOP OF
4 CONCRETE
2 CONTINUOUS CONCRETE SLAB
3 (OPEN CARPORTS ONLY)
3 30'-0" MAX. BOW SF
3
TYPICAL BOW SECTION ANCHORS NOT REQUIRED WITH
Not To Scale CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL I OR Z SHEET 3 OF4)
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERIBOW FRAME WITH
1W x 1" SOPS WITH CONTROL SEAL WASHER 12
(SEE TABLE 1 FOR FASTENER SPACING) 3
CONNECTIONS,
° WELD ALLSIDES
BOTH SIDES
B BOX EAVE OPTION
3
5 SIDE EXTENSION
3
FINISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
—40'-0" MAX. BOW SPAN
TRUSSED BOW SECTION
ANCHORS NOT REQUIRED WITH
Not To Scale CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF4)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERBOW FRAME WITH
1/4"x 11 SDFS WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
BOX EAVE OPTION
3 MONOLITHIC SLAB FOUNDATION B 3 MONOLITHIC SLAB FO
4
2 CONTINUOUS CONCRETE SLAB 2 CONTINUOUS CONCR
3 (OPEN CARPORTS ONLY) 3 (OPEN CARPORTS ON
14'-0' MAX. SP 30'-0" MAX. BOW SPAN
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEETS OF 4)
TYPICAL SIDE EXTENTION SECTION
Not To Scale
6" TYP-
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
�1-1-1—�1-1■
■1-I-1-�I�1■
■�
I�1-\I26
�1■
I
SEE TAB
SHEET I OF
I°R-PANEL
,
•
SEE TA BLE 1
OF
CA
ROOFING
SEE TABLE 1
•
I�II�II�I
�I�
elll=i)il=lu=nl=lu=lu
in=ul=uI 111n
fu=lu=luElu=lu
iu=1�1=u1=1u
i11Eu
I
!=1115IIIBIII_I ==11=111=IIIEMEN
musum _ _=111=ru III
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
OPENING FOR ROLL -UP O SWINGING
DOOR WITH STRUCTURAL HEADER
TIE DOWN ENGINEERING, 30' LONG WITH
5/8" ROD AND DBL 4" HELIX EYE ANCHOR
ANCHORS NOT REQUIRED WITH GROUND ANCHORS @ EACH END (SEE DETAIL 3, SHEET 3 OF 4)
CONCRETE SLAB CONSTRUCTION. BOW POST AND EVERY OTHER
(SEE DETAIL I OR Z SHEET OF4) SIDE ELEVATION INTERIOR BOW POST LOCATION SIDE OPENINGS
Not To Scale (SEE DETAIL 3, SHEET 3 OF 4) Not T
k
FIL=t
•;�,, �e, a
-0" '-0 -D"+�$,-O° -0" SEE TABLE 1, SHEET 1 OF 4 MAX MAX MAX MAX MAX MAX MAX
MAX MAX MAX MAX MAX I MAX MAX TS HEADER
4
7
4 5
6 GA GALVANIZED METAL SIDE PANELS. 4
SECURE WALL PANELS TO RAFTERIBOW AND
END POST WITH 1W x 1" SELF -DRILLING
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
OPENING FOR ROLL -UP OR SWINGING
END WALL OPENING
Not To Scale
GABLED OPEN END WALL SECTION
Not To Scale
TS POST
�g—. POST aQ END
POST LOCATIONS
P
6
(SEE SHEET 3)
4
ANCHORS NOT REQUIRED WITH
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL I ORZSHEET OF4) CONSTRUCTION.NCRETE SLAB
(
(SEE DETAILI ORZSHEET30F4)
END WALL SECTION
26 GA- GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERIBOW FRAME WITH
1/4" x V SOPS WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING).
TABLE 1, SHEET 1 OF 4
)R 26 GA. GALVANIZED
rAL ROOF PANELS
BOX EAVE OPTION
3 MONOLITHIC SLAB FOUNDATION B
2
3 CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
14'-0" MAX. SPA
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
B" x 30" WITH DBL 4" HELD( WITHIN
6" OF EACH BOW WITH EXTENSIONS
(SEE DETAILS, SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
Not To Scale
MONOLITHIC SLAB FOUNDATION
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
OPENING FOR
SWINGING DOOR
BETWEEN POSTS
6"
�— co CA
I 0 O
Lu 0 Lu
U3 Lu
ANCHORS NOT REQUIRED WITH O 1 ® 93
9.
(SEE CONCRETE
L 1 O �SHEEfUDIIOM OF 4) CL
® o L
m
Ix
CL
uiV.)J
SEE TABLE 1. SHEET 1 OF 4
—26 GA. GALVANIZED '-J inL
METAL ROOF PANELS CD L1 W
in
V3 L
Lu LuLu Lu 5
Q
TSENDWALLPOST Q
26 GA. GALVANIZED
METAL SIDE PANELS
—GROUND ANCHORS @ EACH END
BOW POST AND EVERY OTHER
END POST LOCATION
(SEE DETAIL 3 ON SHEET 3 OF 4)
NOTE:
14 GA FRAMING IS 2-11T x 2-1/2" TUBE STEEL
12 GA FRAMING IS 2-1/4" x 2-1/4" TUBE STEEL
NIPPLES ARE 2-1/4' x 2-1/4" 12 GA T.S. FOR 14 GA FRAMING.
NIPPLES ARE 2" x 2" 12 GA T.S. FOR 12 GA FRAMING.
.0 0 • VT a ppz
24- 16 GA U-CHANNEL BRACE (STO T POST)
INSTALL 1/2° x MINIMUM 5' EXPANSION ANCHOR
NS
INSTALL 1/2" x MINIMUM 5° EXPANSION ANCHOR
48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
THROUGH BASE RAIL WITHIN 6" EACH
THROUGH BASE RAIL WITHIN 6" EACH
NOTE:
RAFTERBOW POSTS ALONG SIDES OR INSIDE
RAFTER/BOW POST ALONG SIDES
S
TS BOW RAFTER
BRACE NOT REQUIRED AT
EVERY OTHER END WALL POST ALONG END
CORNER IF END ENCLOSED
WALL SECTIONS
NO SCREWS
—MIN. 6"
REQUIRED
NIPPLE TO 3/16"
2° MINIMUM
IN BOW BEND
5" RAFTER
'
4' 16 GA U-CHANNEL BRACE (5' TO T POST)
48" 16 GA U-CHANNEL BRACE (V TO 14' POST)
MINIMUM 2-1/2" EMBEDMENT
® MINIMUM 2-1/2" EMBEDMENT
NOTE:
BRACE NOT REQUIRED AT
r
9-1/7
CORNER IF END ENCLOSED
6" LONG TS 12 GA NIPPLE
1
MINIMUM 4"
/
6°
45° SECURE BOW AND POST TO
3" NIPPLE WITH 4 1/4' x 1"
'Lsl
3, SELF -DRILLING FASTENERSZ
T
ONOUTHIC CONC. FOOTING (2500 PSI MIN.)
CONTINUOUS 4" CONCRETE PAVEMENT
TS BOW POST
REINFORCED WITH 2 #5's CONTINUOUS
,
1 CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL)
1/2" x MINIMUM 5"
FRICTION ANCHOR
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4" x 1" SDFs
BOWIRAFTER POST
NIPPLE TO
STEEL PLATE
9" x 2-1/2" x 1/4' GALV.
STEEL PLATE
-MINIMUM 2-1/2" EMBEDMENT
CONCRETE FOOTING
ALTERNATE POST TO CONCRETE
FOUNDATION CONNECTION DETAIL
Not To Scale
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 SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
WEATHER AND 1 12INCHES ELSEWHERE REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 114 INCH FOR FINE
GROUT OR 12 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY
FACE OF A CELL REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 21NCHES FOR MASONRY
UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 12 INCHES FOR MASONRY
UNITS NOT EXPOSED TO EARTH OR WEATHER -
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
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 NAILS
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 SIX -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 PARTIALLY EMBEDDED IN CONRETE SHALL BE PERMITTED TO
BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO
6 INCHES OF VERTICAL BAR LENGTH.
RAFTER
6' LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
41/4' x 1" SDFs
RAFTER POST
2 CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL BOX EAVE RAFTER/POST DETAIL
Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) (j
Not To Scale Not To Scale
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR
5/8" ROD 30' LONG
WITH DBL 4" HELIX
WASHERS
CONT. BASE RAIL
NIPPLE TO\ .3/16'
RAFTER /
12" LONG TS 12 GA NIPPLE.
SECURE POST TO NIPPLE
WITH 4 1/4" x 1" SDFs,
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
NOTE: BRACE NOT REQUIRED IF END ENCLOSED
BASE RAIL ANCHORAGE
3 Not To Scale
2-1/2' FOR
14 GA FRAMING
2-1 /4" FOR 6 GAUGE U THE BRACE
12 GA FRAMING FASTENED O POST AND
RAFTER, POSITIONED
THE AT 45
DEGREES. WITH 2 -1/4" x 1°
SELF -DRILLING SCREWS AT
EACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4"xl" SDPs
RAFTER POST
SIDE EXTENSION RAFTER/
5 CORNER POST DETAIL
"°tT°S°i�lE$E pLAldS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2)1/4" x 1" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
GA. METAL ROOF PANEL
RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
1-1/2° x 1-1/2" x 2" 16 GA
CLIP ANGLE SECURE TO
BOW POST AND GABLE
RAIL W/ 4 1/4"xl' SDFs
2 ON TOP, 2 ON SIDE
TS BOW POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
BOW RAFTER AND GABLE
RAIL W/ 41/4"x1" SDFs
2 ON TOP, 2 ON BOTTOM
TS GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
7 Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL ITS).
12 GA FRAMING IS 2-1/4" x 2-1/4" TS.
NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2' x 2" 12 GA TS FOR 12 GA FRAMING.
505VyE.STNE XGGRKza E•"•'�
DELA(�D F�Ct�� 0 / Ce(ficaf tion No. °2 " ."
i
kit jj6ense No. 385E38— fu
sA%0 ° FLORN
INC.
•lo
NIPPLE
DBL. HD
C
BOW RAFTER
i 12 GA NIPPLE
ACH WITH 4 1/4"x1" SECURETS 12 GA 4'Px 1 E
LING FASTENERS 1/6°
r� SELF -DRILLING FASTENERS
POST
RAFTER POST_ /DBL. HEADER DETAIL
Not To Scale
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4"x 1°
SDF's, 2 ON TOP AND
2 ON SIDE
TS END POST
LE TS HEADER
NIPPLE TO
DBL. HDR.
(D. RAFTER POST/HEADER DETAIL
Not To Scale
TS BOW/RAFTER POST
29 OR 26 GA. GALV.
METAL SIDE PANEL
1-1/2" x 1-1/2" x 2" 16 GA CUP
ANGLE SECURE TO
BOW POST AND BASE
RAIL WITH 4 1/4"x1" SDFs
6" LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 1/4" x 1"
SELF -DRILLING FASTENERS
- i—TS BOW POST
CONTINUOUS BASE RAIL
NIPPLE TO
BASE RAIL
RAFTER POST/BASE
.BASE RAIL CONNECTION DETAIL
o Not To Scale
TS POST
2" x 2"x 2" 16 GA ANGLE CUP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH 1/4" x 1" SDFs
TS NONSTRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER J
TS END POST OR DOOR/ 2"x2"x2" 16 GA ANGLE CLIP
WINDOW FRAME POST SECURE TO POST (EACH SIDE)
TS BASENWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH
NONSTRUCTURAL HEADER 4-1/4"x1" SDFs,
2 ON BOTTOM AND 2 ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END.
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
4 NON-STRUCTURAL HEADER CONN. DETAIL
Not To Scale
NIPPLE TO
BASE RAIL
L Py
E-,.
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4" x 1" SDFs
TS BOWIRAFTER POST
CONTINUOUS BASE RAIL
"L-TS CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER, WINDOW
END POST/RAFTER CONN. DETAIL ��� END POST/BASE RAIL CONN. �,� RAIL, OR GIRT TO POST CONN. DETAIL POST/BASE RAIL CONN. DETAIL
Not To Scale Not To Scale f Not To Scale 8 Nat To Scale
THESE PLANS AND ALL PROPOSED WORK
NOTE:
ARE SUBJECT TO AMY CORRECTIONS 14 GA FRAMING IS 2-1/2° x 2-1/2' TUBE STEEL (TS).
REQUIRED BY FIELD INSPECTORS THAT 1IPPLES RE2-11 "x2-1x212GAS.
NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING.
MAY BE NECESSARY IN ORDER T® NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING.
d TS POST H
COMPLY WITH ALL APPLICABLE CODES.VA BZ
2 1/4" x 1" SDF —TS NONSTRUCTURAL �,� ��wA fee
@ 12" O.C. HEADER 1-6� • ,.•
3A.
SECTION THROUGH ROLL UP
DOOR HEADER
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.
SWINGING DOOR j I
(Size varies, see plan)
O
ITS POST
A
INTERIOR
A SECTION
Not To Scale
1/4" x 1" SDF
@ 12" O.C.
EXTERIOR