HomeMy WebLinkAboutSUBMITTED PAPERSrin r�nra,n.r�o�� u�ry �rw� � oc a.vw�r�c � w rvn hrrua.ri l.wly � v o� faw�r � w .
Date: ` 15 Permit Numbr'"
T
SCAT NLD
BY
St. Lucie C unt
Building. �ehnit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce Ft.34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential .
PERMIT APPLICATION FOR:
Address: �� /� Sea �f ,- i9- e
Legal Description:
N
Property Tax ID ##: y 0 2- d 002 3 G U r3 Lot No.
Site Plan Name: Block No..
Project Name:
Setbacks Front Back: Right Side:: Left Side:
�A g C C� ►' i . %i �..� .. C Gi�Y {yam Y
Aaaitionai worK to oe perrormea unaer tins permit —cnecKan tnat apply:
_Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors
_ Electric _ Plumbing _ Sprinklers _ Generator _ Roof
Total Sq. Ft of Construction: Sq. Ft. of First Floor: b c'
Cost of Construction: $ �T� j �. �� Utilities: _Sewer _Septic 'Building Height: /d
Name x,2,.
.Address: 6-3
T
City: Gv r! t G r_ ( 't' State: r/,
Zip Code:-9 Y1,f;Z Fax:
Phone No. 12 - 3 S` 7- Z 2 ,FG c �C,
E-Mail:
Fill in fee simple Title Holder on next page ( if different
from the owner listed above)
I Name:
Company:
Address:
City: State:
Zip Code: Fax:
Phone No.
E-Mail:
State or County License:
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
Not
Name: _
Address:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
Name:
Address:
City:
Zip: Phone:
MURTGAGTCUMPANY:. _ Not Applicable
Name:
Address:
City State:
Zip:.. Phone:
BONDING COMPANY: Not Applicable
Name:
Address:
City:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work. and installation as indicated.
I certify tF at no.work'or installation has_comri3 '. ced'priorao 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
commenekm-work or recording vour Notice of Commencement_
Signature of Owner/ Agent/ Lessee
Signature of Contractor/License Holder.
STATE OF FLORIDA
STATE OF FLORIDA
COUNTY OF ' -Sk. IL %3
COUNTY OF
The forgoing instrument was acknowledged. before me
1
The forgoing.instrument was acknowledged before me
this day of<1. -\ .:. 20 by
this :... :day of .. : 20_ by ...
(Name of person acknowledging)
(Name of person acknowledging)
(Signature of Notary Pub c- State of florida) .
(Signature of Notary Public- State of Florida )
Personally Known OR Produced Iden i
ersonally Known OR Produced Identification
Type of Identification Produced . V.�N ,s�a�e �6..
.
'' e.of Identification Produced
o s 1
Commission No. �d "' "'" racy em ExP��efi
P e* (°y
asp
ommission No. (Seal)
m\SS�9hNat\o�a�No
+ : CPO
* oc eptb�o
FRONT
J11V
of F�o�,`REVIEWS
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTERIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
o.,
JOSEPH E. SMITH, - -_RK OF THE CIRCUIT COURT - SAT'77 LUCIE COUNTY
FILE # 4028478 0 OOK 3705 PAGE 657, Recorded '06/2015 at 01:54 1
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No. -:546*1- $-00a3-Q00-6
State of Florida County of St. Lude
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):
:'S402 40,F- Ao!)-t oboe.
General description of
Owner info tion or Lessee Information If the lessee contracted for the improvement:
Nam: ' L % 2 vsr i
Address S'J /f a aavt tv It, C' IF F I. ,1 4 9 rTa
Interest in property: _ G IT., L` C - n ,,,'C
Name and address of fee simple titleholder (if different
{from Owner listed above):
Contractor's Name: „ / by i l V -eo
Contractor Address: —� Phone Number:
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lenders address:
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:. _ Phone Number: _ __.,......
Address:
In addition to himself or herself, Owner designates of to receive a copy of the
Uenor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
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 year from 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 1, 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 THE JOB 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.
Uncl5ppenglfy-oTopury,1 declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
owled an elief.�
ignature of owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this day ofZS b h , 205
By_Ft 4 n � AOS51 as iJ W for 0 Q Pe.(3 Wv�r
Name of Person Type o " �,g;ti"C'n".st ++)� Party on behalf of w om instrument was executed
pota�y public-SIaDCa 56, zp1b
(Signature of Notary Pub' - State of No
a� , ` My Comm s5xp° g EE 85876,. ,nt rsonally known_ or produced Identification
(F nt,Type,or5tampCommissionedNa JNa µ +Jblic)0° ntlatiw"a ".`,' Type of Identification produced rr-
99 4pnA?..r„r,�
STATE OF FLORIDA
ST. LUC1hCOUNTY
Tw[HO*fUI IS TO CERTi TH S
AND GT C PYel
Date
Planning & Development Services Department
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 licensed
contractor who is not licensed to perform the work being done. Your construction must comply with all a licable
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 how to meet
the minimum code. Initial
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the
cost of the license. Initial �"cc E
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
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
Zon ng Department to the Florida State Department of Professional Regula and acknowledged on this
day of / of 20.
erBuilder Signature
STATE OF FLORIDA
COUNTY OF s k, L. y a�Q�_
The foregoing instrument was acknowledged before me this Co day of ��1 , 20-,
by i Sb who is personally known to me, or who has
produced 1- as identification.
� GIVENS
�. \ � f �, DEANNA State of Florida
Signature of Notaryli Type or Print Name of Not r�>Y'Notar(��'X tres Dec 16' 2016
Title: Notary Public Commission Number # EE 85a�r't
- [;ommission
�':<� _off: o' •
SLCPDSD Revised 05/15/2014
Planning &Development Services
Building & Code Regulation Division
2300 Virginia Avenue
FortPierce, FL. 34982
Phone'(772)462.2172 Fax:(772)462-6443
REVIEW COMMENTS
PROPERTY INFORMATION
Address: 5311 Seagrape Dr Owner(s):
Frank Rossi
City / State / Zip: Fort Pierce, FI 34982
Parcel M 3402-608-0023-000/6 Jurisdiction: SAINT LUCIE COUNTY
Zoning: RS-4 Lot#: 51 Block: 25
APPLICATION INFORMATION
Permit Number: 1501-0048 Stories:
Permit Type: SCREEN RM/CARPORT (NON -ALUMINUM) - EXISTING
SLAB
CONTRACTOR INFORMATION
Contractor Name:
Business Name:
Business Addr:
City / State / Zip:
REVIEWS AND COMMENTS
Page 1
Automatic Sprinkler System? No
Fax Number:
Review Type status Keviewea tsy Date Started
DOCUMENTS MISSING COMPLETE Deanna Givens 1/612015
Email:
Date Completed Date Released
1 /612015 1/6/2015
Comment:
FRONT COUNTER REVIEW
COMPLETE Deanna Givens 1/6/2015 1/6/2015 1/6/2015
Comment:
PLANS EXAMINER REVIEW
INCOMPLETE William Durden 1/12/2015
1/12/2015 Comment:
PLANS NEED TO BE SITE SPACIFIC.
ZONING REVIEW
COMPLETE Jeffrey Johnson 1/812015 1/8/2015 1/8/2015
Comment:
Vl-
'A 0,6c, Q,_
01"aml,
L-0 FOR. coimpi�
A-EV,w&% El):By
u x
-0.4:rE WIN , KEPT ON JOB
-1) p "U TBF
L;--
kN.n P&T I
or, No LNSpECTION WILL BF, MADE.
THESE PLANS AND ALL PROPOSED WC RAC
AND SUBJECT TO ANY CORRECTION 3
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
MIN. SET%C,Q. -OMPLY WITH ALL APPLICABLE CODE S.
FRONT
SIDES 77,
CNR SIDES MIA
REAR R& I ZNG.
TECH.
TABLE 1
BOW/RAFTER 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
1 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"-14X1" 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 corner 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-RI
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.G. AVERAGE.
3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS.
4. ALL SHOP CONNECTIONS SHALL BE WELDED.
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
A#, 0aet&'
111JR G DIVISION
�.E1'IO~`C�` fi h)R WPLM
REVIEWED bil
DATE
n,_.A_Ns )ND NOW MUST EKEPT ONJO
or.',�0iWW1WNVMZ3SF.XL4DL -
PREPARED BY.
BECHTOL ENGINEERING AND TESTING, INC. //
605 WEST NEW YORK AVENUE �r������5/
DELAND, FLORIDA 32720 kl
Certificate of Authorization No. 00005492
C0'y����Ql;✓s
P�clQ�O-
tHESE PLANS AND
ALL PROPOSED WORK
AND SUEJFrT rn m. "... _
• d njy Y LoU
�.."'"Ol't(JORS THAT
WINDOW AND DOOR WOE NEC1:_1ZmA M„o .,. _
EXTERIOR WINDOWS AND GLASS DOORS SHALL E'-ECROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER AP ROVED 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.
BECO INE Pik & , l$W, INC.
5. GROUND ANCHORS REQUIREMENTS ARE 19 EACH CORNER AND ONE EVERY OTHER INTERIOR RAFTER POST LOCATION, AT A MAXIMUM OF 10' O.C., AND BOTH SIDES OF OPENINGS
WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
6. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
7. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS.
605 WA�STftWYORKAVENUE - ', /-i
DELAND, fLOAIDA 32 ' �
CertlLCatSTA�uthorization 6. a ��
Thor S td .E.8 r,
Floridalce
/,�®NALI EN���•
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 1W x 1" SDFs
5'-0"
FINISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
30'-0" MAX. BOW SPAN
TYPICAL BOW SECTION
LEG HEIGHT
ANCHORS NOT REQUIRED WITH
Not To Scale CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTER/BOW FRAME WITH
1/4' x 1" SDFs WITH CONTROL SEAL WASHER. 12
(SEE TABLE 1 FOR FASTENER SPACING) 3
"-WELD ALL WEB
CONNECTIONS,
WELD ALLSIDES
BOTH SIDES
B BOX EAVE OPTION
3
S SIDE EXTENSION
3
FINISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
�0'-0" MAX. BOW SPAN
TRUSSED BOW SECTION
Not To Scale
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERBOW FRAME WITH
114" x 1" SDF's WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
BOX EAVE OPTION
A3
3 MONOLITHIC SLAB FOUNDATION B
2 4
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
14'-0" MAX. SPA
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2, SHEET 3 OF 4)
TYPICAL SIDE EXTENTION SECTION
Not To Scale
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2, SHEET 3 OF 4)
6" TYP.-
-T
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
SEE TABLE 1
SHEET 1OF4
OPTIONAL
26 GA. R-PANEL
SIDE OR END
PANELS
SEE TABLE 1
SHEET1OF4
SEE TABLE 1
SHEET10F4
26 GA.
R-PANEL ROOFING
SEE TABLE 1
SHEET10F4
6"
6"
6"
gElifilpilpi
ANCHORS NOT REQUIRED WITH
GROUND ANCHORS @EACH END
CONCRETE SLAB CONSTRUCTION.
BOW POST AND EVERY OTHER
(SEE DETAIL t OR 2, SHEET 3 OF 4) SIDE ELEVATION
INTERIOR BOW POST LOCATION
Not To Scale
OPENING FOR ROLL -UP OR SWINGING
DOOR WITH NONSTRUCTURAL HEADER
MAXIMUM CLEAR SPAN =12'
END WALL OPENING
Not To Scale
(SEE DETAIL 3, SHEET 3 OF 4)
TABLE 1, SHEET 1 OF 4
;HEADER
-26 GA GALVANIZED METAL SIDE PANELS.
SECURE WALL PANELS TO RAFTER/BOW AND
END POST WITH 1/4' x 1" SELF -DRILLING
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
TS POST
ROUND POST @END
POST LOCATIONS
(SEE SHEET 3)
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2, SHEET 3 OF 4)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERBOW FRAME WITH
1/4" x 1"SDF's WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
5'-0" '-0" '-0" �5'-0" '-D" '-0" SEE TABLE 1, SHEET 1 OF 4
MAX MAX MAX MAX MAX MAX
29 6 GALVANIZED /
METAL OF PANELS
BOX EAVE OPTION
OVERALL LENGTH VARIES
n O nN All I-- ANn ODA no CnTA10
1
4 2
4
OPENING FOR ROLL -UP OR SWINGING
DOOR WITH STRUCTURAL HEADER
MAXIMUM CLEAR SPAN =12-0-
7
4
OPENING FOR
SWINGING DOOR
BETWEEN POSTS
(Non-SWdura6
6" 4
6"
„III„ III-
I I=III-cn 11 l li l l I F� hTI I II I I -III-III-III—I
TIE DOWN ENGINEERING, 30" LONG WITH
5/8" ROD AND DBL 4" HELIX EYE ANCHOR
(SEE DETAIL 3, SHEET 3 OF 4)
I L, I I-1111 II 1IFI 11-111—i=i11'!A 11611
ANCHORS NOT REQUIRED WITH
L�md
SIDE OPENINGS CONCRETE SLAB CONSTRUCTION.
Not To Scale (SEE DETAIL I OR 2, SHEET 3 OF 4)
� l/.1��/���'® pn�
��qz
�" U" / I E jTABLE 1. SFIEET®
MAX MAX ' �. l i 1 L"8 ® � Il ,W
6 GA. GALftD
METAL ROOF PANELS
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL I OR 2, SHEET 3 OF 4) rNIM \ATAI 1 [•L-l+TI^Kl
4
' 1 MONOLITHIC SLAB FOUNDATION
3 MONOLITHIC SLAB FOUNDATIO �� (OPEN CARPORTS ONLY)
J'M/ Y , 3 4
CONTINUOUS CONCRETE SLAB 9•• • 3 CONTINUOUS CONCRETE SLAB
2
3 (OPEN CARPORTS ONLY)
I 14'-0" MAX. SPAN
30'-0" MAX. BOW SPAN 3 ANCHORS NOT REQUIRED WITH
3 CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2, SHEET 3 OF 4)
'x 30" WITH DBL 4" HELIX WITHIN <
6" OF EACH BOW WITH EXTENSIONS
(SEE DETAIL 3, SHEET 3 OF 4)
GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO
Not To Scale Not To Scale
ENDWALL POST
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)
Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" 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.
BECHTQL A to 1G, INC.
g
•
605 WE2T � � KA S�
DELANfy``1�L�$iQA 32720
;,•gip ;a' i.+,
Cert }f-Au h�-onzation
38
° =
Thomas B to E.
Flodda5j a No.
j MONOLITHIC SLAB FOUNDATION
j����'.,�(pRID?`.•"�G���\
,A',
2 CONTINUOUS CONCRETE SLAB
•'
/``/ S/O
(OPEN CARPORTS ONLY)
TALL 1/2' x MINIMUM 5" EXPANSION ANCHOR
TH GH BASE RAIL WITHIN 6" OF EACH
RAFTE OW POSTS ALONG SIDES OR INSIDE
EVERY 0 R END WALL POST ALONG END
WALL SECTIO
2-1/2" EMBEDMENT
P y• 12^
pkGFOOTING (2500 PSI MIN.)
WITH 2 #5's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
I Not To Scale (OPTIONAL)
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4" x 1" SDF's
TS BOW/RAFTER POST
1/2" x MINIMUM 5" W1 STEEL LATE
FRICTION ANCHOR / V `
9" x 2-1/2" x 1/4" GALV.
STEEL PLATE
-MINIMUM 2-112" 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 REINFRRCING 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 112INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR FINE
GROUT OR 1/2 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 2 INCHES FOR MASONRY
UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 112 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
61NCHES OF VERTICAL BAR LENGTH.
INSTALL 1/2" x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER/BOW POST ALONG SIDES
NO SCREWS
6" REQUIRED
IN BOW BEND
2-1/2" EMBEDMENT
MINIMUM 4"
NZi] ail I � LIn1�3yj[�TiLN7:7�� �7cP1 � LI ���
24" 16 GA U-CHANNEL BRACE (S TO T POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
Oi6"LONG
BRACE ANGLE SHALL BE MIN. 45" TO MAX. 60'
FROM HORIZONTAL
NOTE: BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
NIPPLETO 3116"
RAFTER
4" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
8" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
RACE ANGLE SHALL BE MIN. 45" TO MAX. 60'
ROM HORIZONTAL
OTE: BRACE NOT REQUIRED AT
ORNER IF END ENCLOSED °
6'
TS 12 GA NIPPLE
3" SECURE BOW AND POST TO
3" NIPPLE WITH 4 1/4" x 1"
SELF -DRILLING FASTENERS
of
TS BOW POST _
CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL
Not To Sple (OPTIONAL -OPEN CARPORTS ONLY) L}
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
WASHERS NIPPLE TO 3/16'
RAFTER
CONT. BASE RAIL
12" LONG TS 12 GA NIPPLE.
SECURE POST TO NIPPLE
WITH 4 1/4" x 1" SDF's,
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4"x1" SDF's
EYE ANCHOR u t4
ro K
5/8" ROD 30" LONG 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
WITH DBL 4" HELIX 48" 16 GA U-CHANNEL BRACE (6' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45"TO MAX. 60"
FROM HORIZONTAL
NOTE: BRACE NOT REQUIRED AT
CORNER IF END ENCLOSED
TS RAFTER POST
SIDE EXTENSION RAFTER/
3 BASE RAIL ANCHORAGE CORNER POST DETAIL
Not To Scale 5 Not To Sple
2-112" FOR
J\"-6
14 GA FRAMING
2-114" FOR
GAUGE U-CHANNEL BRACE
12 GA FRAMING
FASTENED TO THE POST AND
RAFTER, POSITIONED AT 45
DEGREES, WITH 2 -1/4- x 1-
SELF-DRILLING SCREWS AT
EACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
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.
26 GA. METAL ROOF PANEL
TS RAFTER
6" LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
4 1/4" x 1" SDFs
RAFTER POST
s BOX EA FTER/POST DETAIL
Not To Scale 6W���
010,
1-1/2" x 1-1/2" x 2" 16 GA
CLIP ANGLE SECURE TO
BOW POST AND GABLE
RAIL W/ 4 1/4"x1" SDFs
2 ON TOP, 2 ON SIDE
BOW POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
BOW RAFTER AND GABLE
RAIL W/4 1/4"x1" SDF's
2 ON TOP, 2 ON BOTTOM
GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
Nol To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" 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.
BECHTOL E I IN 3 YY D .S. - Of
C.
605 WEST NE1dW ENy�(•j`,'.�eQ�
DELAND, FL 20 '• 0�
Certificate ofolh tibn No. 549 '•:�� i
3853
Inom8
Florida
1
RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
DIM[ vo
lo
�1111111�
0
rl
11
NIPPLE
DBL. HD
BOW RAFTER
3 12 GA NIPPLE
ACH WITH 4 1/4"x1" "LONG TS 12 GA NIPPLE.
LING FASTENERS 1/6" SECURE WITH 4 1/4" x 1"
r� SELF -DRILLING FASTENERS
POST
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
.w
TY
�—�J2"x2"x2"
16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4" x 1"
v
SDF's, 2 ON TOP AND
R
2 ON SIDE
TS END POST
r_� END POST/RAFTER CONN. DETAIL
J Not To Scale
r'IT—I II
' 1/4" x 1" SDF
@ 12" O.C.
GA.
SECTION THROUGH ROLL UP
DOOR HEADER
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.
TS HEADER
NIPPLE TO
DBL, HDR.
2 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 CLIP
ANGLE SECURE TO
BOW POST AND BASE
RAIL WITH 4 1/4"x1" SDF's
`L-TS CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not To Scale
I I I I
r7 TS POST t—r
I I kd
TS NON-STRUCTURAL
HEADER
6" LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 1/4" x 1"
SELF -DRILLING FASTENERS
- /--TS BOW POST
CONTINUOUS BASE RAIL
3l16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
s BASE RAIL CONNECTION DETAIL
Not To Scale
TS POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAILIGIRT WITH 1/4" x 1" SDF's
TS NON-STRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
7 RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
INTERIOR
:: A SECTION
Not To Scale
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
2"x2"x2" 16 GA ANGLE CLIP
WINDOW FRAME POST
SECURE TO POST (EACH SIDE)
TS BASE/WINDOW RAIL OR
AND RAFTER CHORD/RAIL WITH
NONSTRUCTURAL HEADER
4-1/4"x1" SDF's,
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
4 Not To Scale
NIPPLE TO 3/16"
BASE RAIL
6" LONG TS 12 GA NIPPLE
SECURE WITH 4 1/4" x 1" SDF's
-TS BOW/RAFTER POST
CdNTINUOUS BASE RAIL
eJ
POST/BASE RAIL CONN. DETAIL
� Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" 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.
..\CENSF•'•.y, �-
BECHT% WNEERING AND TESTMO N9.0
606WEST-NEr4 QRKAVENd 38538 ;
1/4" x 1" SDF DELAND „DLO IDA 32720 y
@ 12" O.C. Certificate�f onzation 92L 7C
Au
Thomas B
EXTERIOR '• Florida Li o F(QR�Cfp`,•'••• ��\
14
ANAL