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ALI APPLICABLE INFO MUST BE COII FOR APPLICATION TO BE ACCEPTED
Date: 08/11/2015 Permit Number: � ) v 1
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line III
ti'PRO�MPROVEMENT LOCATION: r
Address: 5218 Buchanan Dr, Ft Pierce FL, 34982
Legal Description: Indian River Estates Unit 01-blk 4 lots 19 & 20 9map 341025) (or 1482-2529 )
Property Tax ID #: 3402-602-0125-000/3
Site Plan Name: Posey Residence
Project Name: Posey Carport
Setbacks Front25 Back:15
Right Side: 10 Left Side: 10
Lot No.19 & 20
Block No. 4
[,,,DETA1LEb IOES,,(RIPTION;OF`WORK: E.
Carolina Carport Inc 12x36x8 ft high Metal frame and roof car port to be installed on and anchored
to the exsisting 3000 lb fibor crete concrete slab.
CONSTRUCTION
INFORMATION:
ArIflttiona worKto tie nertormed
under
tispermit—check
all
apply:
FHVAC
Gas Tank
❑Gas
Piping
In
_ Shutters
Q
Windows/Doors
10 Electric 0 Plumbing
Sprinklers
Ei Generator
1:1
Roof
Total Sq. Ft of Construction: 432
SFt of First Floor:
Cost of Construction: $ 2900
Utilities:
Sewer ElSeptic
Building Height: 8
01NNpER/LESSEE:, a
CONTRACTOR;
NameOames A Posey
Name: Owner Builder
Address:5218 Buchanan Dr
Company: Carolina Carports INC
City: Ft Pierce State:FL
Zip Code: 34982 Fax:
Phone No. 772 332 7336
Address: P.O. Box 1263, 187 Cardinal Ridge Terrace
City: Dobson State: NC
Zip Code: 27017 Fax:
Phone No. 800 670 4262
E-Mail: pose7242@bellsouth.net
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E-Mail: cci@ccihq.biz
State or County License: Owner Builder
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPTLEMENTALGONSTRUCTIOVOEN LAW,INFORMATION': y
DESIGNER/ENGINEER: _ Not Applicable
Name: Bechtel Engloneedngand Testing INC
MORTGAGE COMPANY: _ Not Applicable
Name:
Address:605 West New York Ave
Address:
City: Deland State: FL
Zip: 38538 Phone:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
Name:
BONDING COMPANY: _Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
of Owner/ Lessee/Agent
s
Signature of Contractor/License Holder
STATE OF FIL v STATE OF FLORIDA
COUNTY OF COUNTY OF
The fo dra; instr ent was acknowledged efore me
this � day of 20by
(Name off*rson acknowledging
The forgoing instrument was acknowledged before me
this day of
(Name of person acknowledging)
20 _by
(Signature o Notary Public- State of FloMa (Signature of Notary Public- State of Florida )
)' • d'k(NtY 14i1T<614E
Personally Known OR�Pr'1 t e degrjgt ryP�ejr, pally Known OR Produced Identification
Type of Identification Produced ! :`- wed hfar22 2U1S of identification Produced
c� ®fliffllWOR M EE 877 1L
Commission No. �'a 'i,i S�N�@@fpfag®hHtlldnolhint� e ° ission No. (Seal)
Revised 07/15/2014
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
Planning & Development Services vepartment
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You
may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is
your responsibility to make sure that people employed by you have licenses required by state law and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervising work to a license
contractor who is not licensed to perform the work being done. Your construction must comply with all a li bI
laws, ordinances, building codes, and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or give advice on
the minimum code. initial
I understand that as an owner -builder that any contract disputes with sub -contractors and I must
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
I understand that if I compensate any person or company for work performed they are rt
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and
cost of the license. initial
I understand that if any person that is unlicensed and uninsured gets injured on my consi
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and
cost, which could include loss of wages during recovery from their injury. Inii
To qualify for this exemption under this subsection, an owner must personally appear and sign
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
�o ing Dep nt to the Florida State Department of Professional Regulation. Signed and acknowledged on this
day of _ of 20
U+0er/Bui—Ider Signature
STATE OF FLORDR
COUNTY OF
The fo oing ins vment as acknowledged before me this U day of 20�
by �Q�. Kjr� who is personally known to me, or who has
produce t as identificat
Signature of Notary
Type or Print Name of Notary
(Seal
Title: Notary Public
Commission Number
DAWN MILONE
a", „
;.,,MW
!4",
Notary Public - Bt3'e of Florida
SLCPDSD Revised 05/152014
•;
My comm. Expires n,- 22 2017
;.
'%o$,',
E F17571 Commission S E
:1
Bonded Through National Notary Assn
,r u
JOSEPH E. SMITH, CLERK OF TH-URCUIT COURT — SAINT LUCIE C TY
FILE # 4100721 OR BOOK 377 r\GE 252, Recorded 08/12/20� 10:47 AM
AFrER RECORDINGAMRN TO
F
PERMITNUMBER: .:Ir •.,rv,,.:ctb i
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:
SUBDIVLSION..." BLOCK4 TRACT LOT19&20 BLDG UNIT01
Indian River Estates Unit 01- Blk 4 lots 19 & 20 (map-34/025) (or 1482-2529)
2. GENERAL DESCRIPTION OF IMPROVEMENT: 12X36 Metal Carport
3. OWNER INFORMATION: a. Namdames A Posey
b. Addm,,5218 Buchanan Dr, Ft Pierce FL 34982 c. interest in propertyowner
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Owner builder
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: none
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: PNC Bank US1 Port Sain
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER: dames A Posey, 5218 Buchanan Dr, Ft Pierce FL 34982 772-332-7336 w
8. In addition to himself or herself, Owner designates- the following to receive a copy of the Lienor's Notice as provided in Sect" p
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER: Evelyn D Posey, 5218 Buchanan Or, Ft Pierce FL, 34982 772-332-6449 ¢ o
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is y r
specified) 20_ , ` U= w
SiWdatum of Owner or
Owner's Authorized O
Print Name and Provide
w�r!�LIJ
J=�
•r ¢ 1—
State of Florida
County of
The foregoing instrument w knowI d ed before me this _�— day of , 20
By as
(N of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) f�
For f y(—."
(Name party on behalf of whom i s ument was executed) Personally Known_ or produced the following type of ID:
DAWN MILONE
(Printed Name of Notary Public) (Signature of Notary Public) i`i,?•. Utary Publle •State of Florida
Under penalties of perjury, I declare that I have read the foregoing and that the facts in it a 6tii;,(q;BCe t��FBq'�IjSlOroaVrrelgart�-
belief (section 92.525, Florida Statutes). ed Thraaph National Notary At-
Signature(s) of Owner(s) nler(s)' Authorized Otticer/Director/Partner/Manager who signed above:
By: By
Rev.e IRavNinel
y
Corporate Office Carolina "11'oll Free: — -- (800).670 4262
P.O. Box 1263 Local: (336) 367-6400
187 Cardinal Ridge Tr. ,.4 Fax: (336) 367-6410
Dobson, NC 27017 Carports, Fax: (336) 367-6411
Email: cci@ccihq.biz
Website: www.carolinacarportsinc.com Inc,. FL# - CBC1254822
DEALER f' t or Dealer Phone No. b �" '"Date `Z —'2 e -
CUSTOMERNAME N-S"' COUNTY`' 2 S L TAX %-Mhere Ddlivered)
ADDRESS 52-1 ID r CITY —1�i ti t z-rc/— STATE 1- 1 0- ZIP=
PHONE: WORK HOME OTHER 0 2 `�-) 3 3 z -'13 3 h
UNIT SIZE W. Z L. tO Ht. Yj Ga. 14 12 ❑
All Orders C.O.D.
C
'I
COLOR
TOP G ik (v4 n$I ES TRIM
Price _
`� 3
T.
�r�
L• D
\I" Subwtal �
�d...
_
4WS Down Payment -
Before Tax
Total 2— 1 .
Additional
Labor Charge
'
Ba11= ❑neon l
al Instal
I FT. SHORTER THAN ROOF LENGTH
NOTE: FRAMElati
Roof Style Regular ❑ Boxed Eave ❑ Vertical
Installation Type Cement �!r Ground ❑ Asphalt ❑ Other ❑
Power Available Yes MNo ❑ Uncertified ❑ Certified ❑
BINDING PURCHASE CONTRACT
This purchase agreement (the "Agreement") is made by and between Carolina Carports, Inc. ("CCI" ), a North
Carolina corporation, and --'S Iv��? O SLO S� (the "Buyer").
Buyer agrees, after being fully educated about CCI's various products including the fourteen (14) gauge, twelve
(12) gauge, and certified units, to buy, and CC) agrees to sell, pursuant to the terms listed in this Agreement, the item
described above.
Buyer has read and understands the terms of this Agreement, including the terms and conditions contained
on the reverse side of this document, which terms are expressly incorpdrated herein by reference, as well as any and all
relevant warr ��ryr in orm n, and agrees to be bound by same. '
Customc CCI: -
Email: By.
Authorized Dealer
J
Z
3
\ How did you hear about C.C.I?: 13 C.C.I. Event m C.C.I. REP C3 Word of Mouth ❑ Other
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BRADLLEY STREET h BOUNDARY
FOUND IRON ROD NO /' � ®V 1 V D
J
1 �
A R S R VE
•L-
N.W. CORNER OF LOT 1, BLOCK 4
INDIAN R/YER ESTATES UNIT 1 SEP77C BEYOND 75' OF PROPERTY
1 V 1 ,�
EXISTING RESIDENCE
lSH FLOOR ELE VA77ON = 19.4 Prim e
o -
LOT 18
C>tjr�0✓`�
,1 ,1`` $ +'6' '00,�0"E
300.00'(P) 299.92(M) IDLY 3(�
,ab
15�
ROD &0 IRFOUND 0 RON 19 + POWER PO[E
, �
I
FOUND J5 IRON
,1
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/
,1• s cAP (aa ,vml
'
PROPOSED DRIVEWAYMIN.
150.3
-
LOT 1
103.0' I
� I
SE
FRONT VACANT LAND
4&
I
�3
1" ) I
h
0
SIDES
[
Q W
GSB'
Q�
Q �,1ry�4
`109
CNR SIDES _4A
,6i RFnR I �1a
VS7LIRY h
\PROPOSED
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LjU
yp
Q
TECHyl��"
J$O1503'
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0
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co s
,1•
L� 20
A
PROPOSED
___
1
^�i
I 12 IJM.* INSTALL AREA
f
y /�
y. I b
0LA—L SOUARE FEET
•• L%DTAL AVAICAB/F
-
�•
+'
.-- -"
C. :. .1 _ Q•
"'/•
s ``: . 8
.. CORNER COVEREO a
Frs BroEeRls
N57
't c B� i - _ _ I N. 90.
0'00"E �ja 00'(P & M)
jf
I _ _... �A�• �_�j
VICANT
I
I
LAND
LOT 21 II
1
LEGAL DESCRIPMW..•
LOTS 19 & 20, BLOCK 4, /ND/AN RIVER ESTATES UNIT ONE, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK f0, PAGE 43 OF THE PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
SURVEYORS N07ES
1. LANDS SHOWN HEREON HERE NOT AB57RACTEO FOR EASEMEA17S AND/OR RIGHTS
IOF WAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IF ANY.
2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF
BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE.
-AR/NGS SHOWN HEREON REFER TO AN ASSUMED MERIDIAN OF S.00170 00
oT RIGHT OF WAY LINE OF BUCHANAN DRIVE.
IN FLOOD ZONE X' AS SHOWN ON FEMA MAP No.1202B5-02 D-F,
9• 199L
'00.00 SOUARE FEET OR 0.909 ACRES MORE OR LESS
'ON FURNISHED BY CLIENT
ARE BASED FROM NA770NAL GEODETIC WER77CAL DA7UM OF 1929.
CER77RCA77ONS
1. JAMES & L YNN Pl SEY
SURVEYORS' CERl1f7CA77aV-
I HEREBY CER77FY M4T THIS AOF SURVEY WAS PREPARED UNDER MY
RESPONSIBLE CHARGE ANO PLMELTS T 7HE MIN/MUM TECHNICAL STANDARDS'AS
SET FOR771 BY 7HE F:ORIDA BOARD OF PROFESSIONAL LAND SURVEYORS
AND MAPPERS IN CH✓P7ER'61G77--6, FLORIDA STATUTES, AND THAT /T IS
TRUE AND CORRECT TO THE BEST OF A!Y KNOWLEDGE AND BELIEF. NOT
VALID WWUr 7HE S16NA7URE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
ROBERT BLOOMS7ER o
PROFESSIONAL LAND S
NO. 4134 STATE OF F.
LEGEND
I. (P) = PLAT
2. (M) = MEASURED
J. L.B. = LICENSE BUSINESS
BLOOMSTER
PROFESSIONAL LAND
SURVEYORS,INC.
791 NORTHEAST DIAE HIGHWAY
JENSEN BEACH, FLORIDA 34957
PHONE 561-334-0868
LOT 47
LOT 48
C
\�y
Y,
LOT 49
��°Q�
�
1
LOT 50
PREPARED FOR JAMES & L MN POSEY
BUCHANAN DRIVE"
ST. LUCIE COUNTY, FLORIDA.
TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
MAXIMUM
PURLINS, AND POSTS OR GIRTS
WIND
ULTIMATE
NOMINAL
POST / RAFTER
(INCHES)
INTERIOR
END
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
115 TO 150
89 TO 116
5.0
6
6
B, C, or D
151 TO 180
117 TO 139 1
4.0 1
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• 14M" self -drilling screws with control seal washer.
3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7" to 27" (1.5:12 to 6:12 pitch).
Spacing requirements for other roof heights and/or slopes may vary.
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596.R3
26 Gauge AG Panel
06/28/15
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.R3
26 Gauge AG Panel
06/28/15
EXTERIOR DOORS
SWINGING
POCAHONTAS ALUMINUM COMPANY, INC.
FL12903.R3
Model DD100
07/16/15
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.R4
'
Model 203
05/31/15
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.R3
Model 100 VS
I
07/08/15
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
` STATE OF FLORIDA
TERa.� �tki41E�Y:.:.dk •I�a ,J. 1.a:CC.v PREPARED FOR:
/�u( �{3`d� e? +,�^Ilq�' A cy.q .,� -� n�' CAROLINA CARPORTS, INC.1/)j
e-C7 r5 0�..., Y.�! �tai 1 �'�(,ji�� P.O. BOX 1263 (f
DOBSON, NORTH CAROLINA 27017
BUIL61N
PREPARED BY.,
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720 CONCEALED FASTENERS OR ATTACHMENTS
Certificate of Authorization No. 00005492 ARE THE RESPONSIBILITY OF THE
CONTRACTOR OFREC09D
CONCRETE NOTES:
(THESE ARE RECOMMENDATIONS ONLY (INCLUDING DIMENSIONS OF
FOUNDATIONS FOR BASE RAIL ANCHORAGE DISPLAYED ON SHEET 3 OF 4).
BECHTOL ENGINEERING AND TESTING, INC. AND CAROLINA CARPORTS, INC. ARE
NOT RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF CONCRETE
FOUNDATIONS)
() !?- Q /
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF
ST. LUCIE COUNTY
2500 PSI AT 28 DAYS.
BUILDING DIVISION
REVIEWED
COVER OVER REINFORCING STEEL
FOR CO I CE
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS
REVIEWED BY
SHALL BE:
DATE
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PLANS AND PERMIT
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
MUST BE KEPT ON JOB OR
WEATHERAND 1-112 INCHES ELSEWHERE.
NO INSPECTION WILL BE MADE
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
GALVANIZATION:
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT
THE UNDERSIGNED PROFESSIONAL ENGINEER, AND
DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE
ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND
SECTION 1609 OF THE FLORIDA BUILDING CODE,
NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR
FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL
HOT DIPPED GALVANIZED.
THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
\`\x%%%lI1111///Y',
�. gRHe
GENERAL NOTES:
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED
TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.
IMPROVEMENTS NOT SPECIFICALLY
ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR
FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
AND ALL PROPOSED WORK
3. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
THESE PLANS
TO ANY CORRECTIONS
4. FASTEN METAL ROOFAND WALL PANELS TO FRAMING WITH 1/4° x 1' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER Q 6" O.C. AVERAGE.
ARE SUBJECT
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
5. ALL FIELD CONNECTIONS SHALL BE 1/4' x 1• SELF DRILLING SCREWS.
COMPLY WITH ALL APPLCAOLE CODES.
6. ALL SHOP CONNECTIONS SHALL BE WELDED.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE
FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS.
DELAN'O-'—I�§A 32720'910. 38538
Co'"_Ieg*oltratlon No. 6492
Thomas ST OF .•• (v
FlodHa U®na4 ••
Ink
OVERALL LENGTH VARIES
26G GALVAN�D METAL ROOF PANELS
FPSTENEO TO RAFTER WRH 1M• x 1• GOFN
WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING),
_ J1 I 9
u. 9
1
1 i
� .Y � a
BOX CAVE OPTION
SIDE EXTENSION -24• 16 GA UCW.NNEL BRACE
FASTENEDTOFACHBOWFRAME
WTIH 19• x I-SDFs
MONOLITHIC SLAB FOUNDATION
CONTIMIOUSCONCRETESIAB
(OPEN CARPORTS ONLY)
30'-0' MAX. RAFTER 1
ANcxoNsxDT AEweEDWmI TYPICAL BOW RAFTER SECTION
FAxORE1E5UBCOUSIRUCRM Not TOSOaI•
(sEE P ETAIL t OR z GHFET s of •)
26 GA GALVANIZED METAL ROOF
PANELSTH CONTROL RARER HM
1/4'.(SECTiWR FOR FASTENER
SPACHER 12
(GEETABLEIFOR FASTENER SPACING). 3F, --.i��
BOX CAVE OPTION
SIDE EXTENSION
INISH GRACE
MONOLRHIC SLAB FOUNDATION OR TOP OF
CONCRETE
(OPEN
E W NIRP RTS ONLY) SLAB
(OPEN CARPORTS ONLY)
TRUSSED BOW SECTION
NWTOS®N
BOX CAVE OPTION
UE MRARER SET
MONOLITHIC SLAB FOUNDATION
CONTINUOUS CONCRETE SIFS
(OPEN CARPORTS ONLY)
�14'-0' MAX. SPAN 3('-0' MAXIMUM_
RAFTER SPAN
axcxons roTREauwEDwTm
CONCRE}E 81AS COHSIR WIp4)
ISEE CETNL t OR1. SIIFEf 9OF 41
TYPICAL SIDE/LEAN-TO EXTENTION SECTION
Not To Scale
6' TYP.
W
a
DEPENDS ON NUPABER AND SPACING OF BOWS
�1-1�1—�I�1■
�1-I�1-�I-1■
I'SIDE
SEE TABLE I
OR END
SEE TABLE i
SEE TABLE I
SEE TABLE
�1=1 LITIIIIn1111u1111n11111T1110
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0 `NE rlfi l A
BUILQINC, WIDE
F'
ROUNDANCHORS C EACH ENO
SIDE ELEVATION INfERIOGRAFIUERI�TiorwTioN
NNT. St (SEE DETAIL 3, SHEET 3OF4)
END WALL OPENING
ANg1Og6 NOT RLWwEO WmI Not To Sm
14sEEon,1Ei 1�ORBIEE9oFij THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
IAAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
GABLED OPEN END WALL SECTION
Not TO SwIe
I.NGpR9 NOTREWIVEPWTI SONGRIE:
CONCRMESLAB SONSIRIICIIGI ($EEOETA6
(GEEOETNLI OR].sNEETioFQ
Zb G0. GALVANIZED METAL ROOF
PANELSFH CONTROL RAFTER HER
1/4'x 1- SOPo LEIII CONTROLSEAL WASHER
(GEE TABLE1fORFASTENERSPACING)
ERECT OF
LVANIZED
,OF PANELS
S BOX SAVE OPTION
3
A
3 1 MONOLTHIC SLAB FOUNDATION
2 1 CONTINUOUS CONCRETE SLAB
3 (OPEN CARPORTS ONLY)
ANCXORS HOTREo11WFD WIIN
CONCRETES CONSIR 4)
(6EE DETM 10113, SfRET30F4)
x 3C WR11 �L 4•HELIX WTII-0N
6.OF FACN BOW WITH EXTENGIONS
(SEE DETAIL 3, b1{EEf 9 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
OWN ENGINEERING, 30' LONG WTH
ROD AND DBL 4' HELD( EYE ANCHDR
DETAIL 3, SHEET 3 OF 4)
SIDE OPENINGS
Not TOSFBI•
END WALL SECTION
�M=ASMUM ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SEE TABLE 1. SHEET 1 OF 4
26 GA GALVANIZED
/�METAL ROOF PANELS
—TS ENDWALL POST
�6 GA GALVANIZED
METAL SIDE PANELS
—GROUND ANCHORS @ EACH END
RAFTER POST AND EVERY OTHER
END POST LOCATION
(SEE DETAIL 3 ON SHEET 3 OF 4)
NOTE:
14 GA FRAMING IS 2.1/T • 2-17 TUBE STEEL (TS).
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.
.. 11II II..
INSTALL 12' x MINIMUM W EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
RAFTER POST ALONG SIDES AND INSIDE
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS
T MINIMUM
MINIMUM 2.12' EMBEDMENT
12"
. 12'
ONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 P5's CONTINUOUS
�1 CONCRETE BASE RAIL ANCHORAGE
1 Not To Scab (OPTIONAL)
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 112' DIAMETER
THROUGH -BOLT /A� WASHERS
/ I ITS CONT. BASE RAIL
MINIMUM 4'
L CONTINUOUS 4'
CONCRETE PAVEMENT
EYEANCHOR
518" ROD 24' LONG �F
WITH DBL 4' HELIX
CONCRETE BASE RAIL ANCHORAGE
Not To Scab (WHERE SLAB IS TOO NARROW TO USE CONCRETE
EXPANSION ANCHOR BOLTS)
TS RAFTER POST
2k4' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH 1/4' x 1' SDFs,
2 ON POST AND 2 ON RAFTER
TS
2Y452' 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4'x 1'
SDPs, 2 ON RAFTER,
2 ON POST
INSTALL 1/2' x MINIMUM 5- EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
RAFTER POST ALONG SIDES AND INSIDE
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS
1---- 1 MIN. 6-
2-12' EMBEDMENT
NO SCREWS
REQUIRED
IN BOW BEND
24- 16 GA U-CHANNEL BRACE (S TOT POST)
46' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
RAFTER BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
NOTE: BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
24' 16 GA U-CHANNEL BRACE (5' TO T POST)
48' 16 GA U-CHANNEL BRACE IS TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
NOTE: BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
/ MINIMUM 4"� 5" 3' �6LONG TS 12 GA NIPPLE
6' LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH
SECURE RAFTER AND POST TO 41/4' x 1' SDFs
CONTINUOUS 43' ' CONCRETE PAVEMENT NIPPLE WITH 4
TS RAFTER POST SELF•DRILUNG FASTENERS
ERSV.-Ts RAFTER POST
GCONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL- OPEN CARPORTS ONLY)
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 11T DIAMETER
CONT. BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYEANCHOR U
5/8' ROD 24' LONG
WITH DBL 4' HELIX
�1 BASE RAIL ANCHORAGE
Not To Stale
CONCEALED FASTENERS OR ATTACHME TS - .
2 12 FOR
ARE THE RESPONSIBILITY OF THE 14�FROIRNG
CONTRACTOR OF RECORD 1
12GAFRAMING
POST / LEAN-TO RAFTER CONN. DETAIL
O Not To Stale
�1 BOW RAFTER/POST DETAIL BOX EAVE RAFTER/POST DETAIL
Not To Stale s NoI TO Scale
FILL Yoh
NIPPLE TO 3/16'
6' LONG TS 12 GA NIPPLE
RAFTER
SECURE WITH 4 1/4SU' SDFs
12' LONG TS 12 GA NIPPLE.
SECURE POST TO NIPPLE
WITH 4 lW x l' SDFs,
1-1R' x 1-02' x 2' 16 GA CLIP
ANGLE SECURE TO RAFTER
AND GABLE RAIL W/ 41/4'Al"
o
SDFs, 2 ON TOP, 2 ON BOTTOM
7-12'x 1-12'x 2' 16 GA
6'
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
24.16 GA U-CHANNEL BRACE (5' TOT POST)
RAIL W/ 4 1/4'xl' SDPs
48.16 GA U-CHANNEL BRACE (8' TO 1W POST)
2 ON TOP, 2 ON SIDE TS GABLE RAIL
BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60'
FROM HORIZONTAL
TS RAFTER POST
NOTE: BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
TS RAFTER POST
Tt:ESET114�1`6�tAYE8"'E+ ElfE��o��
1 @ c r v
w'�1�{ e1„ ai toy .ill kH, � 1E d II I
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01JIMPIC. CODS.
RAFTER PGSMOXEOAT45
DEGREES, WITH 2.114'x 1'
SELP-0R NGSmEWSAT
EACH END (4 PER E)
BRACE SECTION
Not To Scale
SIDE EXTENSION
RAFTER/POST DETAIL
Nat To Scale
1.12' 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
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
Nol To Swie
NOTE:
14 GA FRAMING IS 2-12' x 2-12'TUBE STEEL (IS).
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.
THESE PLANS AND ALL PROPOSED frN6mag�
ARE BU13JC•CT TO ANY CORRECTION.. Fl01�_
RJIQUIRED 13Y FIELD INSPECTORS THA
RDER TO
COMP Y W THSSARY A66APP OCAS E CODES. Q�
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Smle
DEL. HDR.
RAFTER POST
6' LONG TS 12 GA NIPPLE LONG TS 12 GA NIPPLE.
SECURE EACH WITH 4 114'x1' 11
SECURE WITH 4 NI z L
SELF -DRILLING FASTENERS 1/S' SELF -DRILLING FASTENERS
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
2'A2'kT 16 GA ANGLE CLIP
SECURE TO POSTAND
RAFTER WITH 114'a 1'
SDFS, 2 ON TOP AND
2 ON SIDE
END POST
END POST/RAFTER CONN. DETAIL
Not To Scale
i' x i' SDF
12.O.C.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer S polyester top coat
HEADER
NIPPLETO
DBL. HDR.
RAFTER POST/HEADER DETAIL
Not To Spie
TS RAFTER
r I: AR)fs bJz yl4 1 L}p�d�P�x�'[:til'�1
Ui.v" o-sta
WILD NI ldtl 9x
1-11T x 1-1/2' x 2' 16 GA CUP
ANGLE SECURE TO
POSTAND BASE RAIL
WITH 4 114*0' SDFS
CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not TO Sole
TS POST
a a
6' LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 114' x 1'
SELF -DRILLING FASTENERS
. ITS POST
CONTINUOUS BASE RAIL
TO
RAFTER POST/BASE
3 BASE RAIL CONNECTION DETAIL
Not To Scale
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST
TS BASEANINDOW RAIL OR
NONSTRUCTURAL HEADER
2'x2'x2' 16 GAANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORDIRAIL WITH
4-114'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
NON-STRUCTURAL HEADER CONN. DETAIL
Not To
NJ 0
POST FILLUPY
6' LONG TS 12 GA NIPPLE
,,--2'x 2'x 2'16 GA ANGLE CUP SECURE WITH 4114' x A SDF's
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIUGIRT WITH 114'x 1'SDFs
TS NONSTRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
THESE PLANS AND ALL PROPOSED WOR!.
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER --
COMPLY WITH ALLAPPLICABLE
NIPPLETO
BASE RAIL
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECARB
A SECTION
Not To Scale
114' x 1' SDF
Q 12- O.C.
RAFTER POST
CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
8 Narosme
NOTE:
14 GA FRAMING IS 2-11Y x 2-10TUBE STEEL ITS).
12 GA FRAMING IS 2-114' x 2-1/4' TS.
NIPPLES ARE 2-11V x 2-1W 12 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2' x 2' 12 GA TS FOR 12 GA FRAMING.