HomeMy WebLinkAbout2030 Jefferson AveApplication D
Job Address:
CITY OF SMFORD
BUILDING &, FIRE PREVENTIQN
PERMIT APPLICATION
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>truction Value: $ 00—f
Historic District: Yes ❑ Noa
Parcel ID: Zoning:
Description of Work: ,� (� d' O t- L
Plan Review Contact Person: CC. t< h OLA of a C h S ti+ �.�.•� I1 Title:
x(07- r0l Y 6 (f Fax• �«-'l • Co
Phone: `T E-mail• 5���• ti's Q
_ Property Owner Information
Name (C _k h w -el to o_cA S hn t,� h Phone: ((O 6 L— �(Y61*
4 h � v
�
Street:
property? : (5LOh �
203 O 1 t?j +-e"im► k e Resident of
City, State Zip: S GO o 1- el -7-1 �
Contractor Information
Name Phone:
Street:
Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street:
Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Building Permit O
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Q00 S" -f' Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical O
New Service — No. of AMPS:
Mechanical 13(Duct layout required for new systems)
Plumbing E3
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm O No. of heads:
S-19000
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that "no,
work or installation has commenced prior to the issuance of a permit and that all work will be performed to_
meet standards of all laws regulating construction in this jurisdiction. I understand that a'separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
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 JOB SITE BEFORE THE
FIRST INSPECTION. IF. YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan reviewb on past permit activity levels. Should calculated charges exceed the documented
hen the executed contract is submitted, credit will be applied to your permit fees when the
constructi alue
0//-.01-/,
Dau
Print owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Dau
Print Contractor/Agent's Name
Signature of Notary -State of Florida Dau
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: 04 IVb'A UTILITIES: WASTE WATER:
BUILDING:
ENGINEERING:
COMMENTS:
Rev 11.08
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
Rev. 9.14.2009
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I roust
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
Property Address: a 0 � 0
Pve.hu�e Sah�Oa, 7"L 3")7�,
do hereby state that I am qualified
and cap o erfo ' g the requested construction involved with the permit application filed and agree to the
condi eci d ve.
ff— �- Z�
i re o Own - ui der Date
Form of Identification
(Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/uro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: a 0 � 0
Pve.hu�e Sah�Oa, 7"L 3")7�,
do hereby state that I am qualified
and cap o erfo ' g the requested construction involved with the permit application filed and agree to the
condi eci d ve.
ff— �- Z�
i re o Own - ui der Date
Form of Identification
(Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
PLAT OF BOUNDARY SURVEY
for
ECKHARD WACHSMUTH
Legal Description
Lots 19, 20, and 21, Block N9, BEL -AIR, according to the plat thereof as recorded in Plat Book 3, Page 79, of the
Public Records of Seminole County, Florida.
OERMIT # ; z _ �9' OVFICE
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SURVEY NOTES:
1) The street address of the above-described property is 2030 Jefferson Avenue.
2) The above-described property lies in a Flood Zone X.
30'
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SURVEY NOTES:
1) The street address of the above-described property is 2030 Jefferson Avenue.
2) The above-described property lies in a Flood Zone X.
30'
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SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.077 of the Florida Statutes.
'RCSURYMP 040 CIJANGE5):I4AFRILZ6(1
PROJECT NO: 10 - 17.
•— . 1—. v — , —.V, 1,11&,.
R. BLAIR KITNER - P.L.S. NO. 3382
Post Office Box 823, Sanford, F1. 32.772-0823
( 4177) 322-20UU
SURVEY DATE: J ( .JAXUARY 2010
TO:
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SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.077 of the Florida Statutes.
'RCSURYMP 040 CIJANGE5):I4AFRILZ6(1
PROJECT NO: 10 - 17.
•— . 1—. v — , —.V, 1,11&,.
R. BLAIR KITNER - P.L.S. NO. 3382
Post Office Box 823, Sanford, F1. 32.772-0823
( 4177) 322-20UU
SURVEY DATE: J ( .JAXUARY 2010
TO:
Permit No. /c; - 13 3
Tax Folio No./ G�, ✓ • .57� �. U <? p0
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
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.
l�. Description of property: (legal description of the property, and street
-0 General description of improvement: , l
/-N31 Owner information: Name: t=cs�� A��¢t:
Address:
1UNNININUapalmImono W11111w
NARYAIC)Cfi NORSE, CLERK OF CIRCUIT COURT
SENINOLE COUNTY
BK 07658 Pq 1513; (Ipg)
CLERK'S 0 20 t t l t 9 l a l
RECORDED 11/03/2011 11s50s37 AN
RECORDING FEES 10.00
RECORDED BY T Smith
if available)
V Interest in property: '
c. Name and address of fee simple titleholder (if other than Owner): Name:
Address:Me
IFI
4. Contractor Name: SSwry r— CIS 0vN1Q—A Phone numb NE
c. Address:enf CIR Ips
5. Surety Name
Address:
b. Amount of bond: $ 2x11
6. Lender: Name: UM �1
Address:
b. Lender's phone number:
7.a. 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:
8.a. In addition to himself or herself, Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of notice of commencement (the expiration date is 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 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 THE JOB
SITE BEFORE�HE FI;ST)NSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDE-R',- ,/AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
Sign tu� O n A Zo, i t/Director/Partner/Manager Signatory's Title/Office
Thegoing instrument was awledged
before me this day of e nm o erson) as (type of
authority, ... e.g. officer, trustee, attorney in fact) for (name of party onhoj-p2,,Vhom mstV"p g
Signature of
Person
K
Verifi
C
ReW date 3/2008
' � Notary Public - State of Florida
3 M Comm. Expires Feb 25.201;
(SEAL)'o Commission Ar EE 80102
° �°iut• BOedaO ThrO1* Natlonal Notary Ann
OR Produced Identification
da Statutes: Under penalties of perjury, I declare that I have read the foregoing and that
knowledge and belief.
TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
APPROVAL
PRODUCT CATEGORY
AVERAGE FASTENER SPACING
MANUFACTURER
BASIC
MAXIMUM
ON -CENTERS ALONG RAFTERS OR
WIND
WIND SPEED
BOW AND END
PURLINS, AND POSTS
EXPOSURE
3 -SECOND GUST
POST SPACING
(INCHES)
26 Gauge AG Panel
10/14/08
CATEGORY
(MPH)
(FEET)
FL6702-R1
INTERIOR BOWS
END BOWS
EXTERIOR DOORS
100 TO 130
5.0
6
6
BORC
Model 402-14
10/13/09
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888•R2
Model 203
140 TO 150
4.0
6
6
NOTES: 1. Specifications applicable to 29 gauge (100 to 130 mph) and 26 gauge (100 to 150 mph) 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 (ail 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-R1
26 Gauge AG Panel
10/14/08
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702-R1
26 Gauge AG Panel
10/14/08
EXTERIOR DOORS
SWINGING
ELIXIR INDUSTRIES GA.
FL1722-R3
Model 402-14
10/13/09
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888•R2
Model 203
12/09/09
WINDOWS
SINGLE HUNG
PHILLIPS PRODUCTS, INC.
FL6228-R1
Model 23V
10/11/06
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. (SEE TABLE 1 FOR FASTENER SPACING SPECIFICATIONS)
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
Y STATE OF FLORIDA
PERMIT # 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
WINDOW AND DOOR NOTE
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN HAMA 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.
OFFICE
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 2007 FLORIDA BUILDING CODE, AND 2009 SUPPLEMENTS. THE PLANS ARE VALID
UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. /
I11/N
IL H
BEC �.as G, INC.
605 1rPWWIENUE `
OELANq IRA 32720AU
TP.E. r
Fbrlde ,
20 OR 20 GA GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WITH 1/4' x V SOF§
WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTS ER SPACING).
12
Q 3
3 3 BOX SAVE PTION
24
5 SIDE EXTENOSION .16 GA U• >I WNEL BRACE
3 FASTENED TO EACH BOW FRAME
WITH 1/4'x V SOF§
5'-0' T 14' LEG HEIGHT
INISH GRADE
3 MONOLTWC SLAB FOUNDATION OR TOP OF
4 CONCRETE
3 CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
30 0' MAX BOW SPAN
3
TYPICAL BOW SECTION ANCHORS NOT RECUSED WRN
NIx To Sale CONCRETE SUB CONSTRUCTION.
(SEE DETAIL 1 OR L SHEET 3 O 41
20 OR 2e GA GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WITH 1/4' x V SOF§
WRIT CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)_
PACING) 12
Q 3
L -WELD ALL WEB
CONNECTIONS,
WELD ALL SIDES
BOTH SIDES
6 BOR EAVE OPTION
3
5 SIDE EXTENSION
3
INISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
-40'-0' MAX. BOW SPAN
TRUSSED BOW SECTION
ANCHORS HOT REOURRIED WITH
Not TO Saw CONCRETE SLAB CONSTRUCTION
(SEE DETAIL 1 OR i SHEET 3 O 4)
20 OR 2e GIL GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WTH 1/4'x 1' SOFT
WTH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
BOX EAVE OPTION
3 MONOLITHIC SLAB FOUNDATION 3 MONOLITHIC SLAB FC
4
CONTINUOUS CONCRETE SLAB CONTINUOUS CONCR
3 (OPEN CARPORTS ONLY) 3 (OPEN CARPORTS ON
14'-0' MAX. SP 30'-0' MAX. BOW SPAN --
ANCHORS NOT REOUMED WRH
CONCRETE SAB CONSTRUCTION
(SEE DETAIL I OR Z SHEET 3 O 4)
TYPICAL SIDE EXTENTION SECTION
Not To Seale
6'
OVERALL LENGTH VARIES
CONCRETE SIM CONSTRUCTION
(SEEOETALIORZSI1EET3OF4) SIDE ELEVATION
NOI To Sa1N
[•:���•Ii•::Li•T��iZ=:%iii'_ �y-•7
END WALL OPENING
NO To Sede
GABLED OPEN END WALL SECTION
Not To Seale
CH END
BOW POST AND EVERY OTHER
INTERIOR BOW POST LOCATION
(SEE DETAIL 3, SHEET 3 OF 4)
EE TABLE 1, SHEET 1 OF 4
HEADER
OR 28 GA GALVANIZED METAL
SIDE PANELS SECURE WALL
PANELS TO BOW RAFTER AND
END POST WITH 1H' x 1' SELF -DRILLING
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
ALL TS POST
POST 0 END
POST LOCATIONS
(SEE SHEET 3)
ANCHORS NOT REQUIRED WITH
CONCRETE SAB CONSTRUCTION
(SEE DETAIL 1 OR Z SEEN 3 OF 4)
20 OR 26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO BOW FRAME WITH 1N' x 1' SOF§
WITH CONTROL" AL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
TABLE 1, SHEET i OF 4
)R 26 GA. GALVANIZED /
PAL ROOF PANELS
BOX EAVE OPTION
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
OPEWISFORROILV ORSWINGING
6'
TIE DOWN ENGINEERING. 30' LONG WITH
51W ROD AND DBL 4- HELD( EYE ANCHOR
(SEE DETAIL 3. SHEEP 3 OF 4)
SIDE OPENINGS
Not To Sa s
ANCHORS NOT REOUIRED W M
CONCRETE SLAB coNJTRLHCRCN.
(SEE DETAIL 1 OR Z SHEET 3 O 41
i TABLE 1, SHEET I OF 4
29 OR 26 GA. GALVANIZED
METAL ROOF PANELS
ENDWALL POST
OR 26 GA. GALVANIZED
METAL SIDE PANELS
ROUND ANCHORS Q EACH END
8> ♦ > > BOW POST AND EVERY OTHER
END POST LOCATION
ANCHORS ANORS NOTAEO<VMW ♦ 4 (SEE DETAIL 3 ON SHEET 3 OF 4)
CONCRETE SLAB CONSTRUCTION
(SFE DETAIL NOR 2, SHEET 30F.) END WALL SECTION
Not To Sala
NOTE:
14 GA FRAMING IS 2-10 x 2-10 TUBE STEEL.
12 GA FRAMING IS 2-114"x 2-1/4• TUBE STEEL.
NIPPLES ARE 2-1N' x 2-1/4' 12 GA T.S. FOR 14 GA FRAMING.
NIPPLES ARE 2' x 712 GA T.S. FOR /2 GA FRAMING.
SEC HT 1 �ING, INC.
6
605
3 No. 54 ,`•
i
11 t
4 �
i p•
3 MONOLITHIC SLAB FOUNDATION MONOLITHIC SLAB FOUNDATION �// ``•. QR\Q� `�
3 (OPEN
CONTINUOUS
CACONCRETE RPORTS ONLY) SLAB CRETE SLAB
3 (NNUC/W CONTINUOUS
ONLY)
14'-0' MAl&iRORBNIOTFinauuEo1W,1H
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z BEET 3 O 4)
x 30' WITH OBL 4' FELIX WITIBN s
OF EACH BOW WITH EXTENSIONS
(SEE DETAIL 3. SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
INSTALL 11' x 6' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
BOW ALONG SIDES OR INSIDE EVERY
OTHER END WALL POST ALONG END
WALL SECTIONS
MINIMUM
�________� Imo' .. • f
2-1/4' EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MN.)
REINFORCED WITH 21/5'8 CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
1 Not To Sraale (OPTIONAL)
6' LONG TS /2 GA NIPPLE
SECURE WITH 4 1/4' x 1' SDF'8
11' x 6' TS BOWIRAFTER POST
FRICTION ane' NIPPLE TO
ANCHORSTEEL PLATE
STEEL
e / —IMA NIMUM 2-14' EMBEDMENT
CONCRETE FOOTING
ALTERNATE POST TO CONCRETE
FOUNDATION CONNECTION DETAIL
Nd To Scale
CONCRETE
CONCRETE SMALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 25W PSI
AT 28 DAYS
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS. MINIMUM CONCRETE COVER OVER RENFROCING BARS SHALL BE
3 INCHES N FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
WEATHER AND 1 W INCHES ELSEWHERE REINFORCING BMS EMBEDDED N
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 114 INCA FOR FINE
GROUT OR IQ INCH FOR COARSE GROUT BETWEEN REINFORCING BMS AND ANY
FACE OF A CELL. REINFORCING BMS USED IN MASONRY WALLS SWILL HAVE A
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2INCHES FOR MASONRY
UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1112 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 SMALL BE GALVANIZED IN ACCORDANCE WIT
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 N THE SHOP OR THE FIELD PROVIDED:
1, ALL REINFORCEMENT 15 BENT COLD.
2. THE DIAMETER OF THE BEND. MEASURED ON THE INSIDE OF THE BAR IS NOT LESS
THAN SUxAAR DIAMETERS AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BEM.
EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A
VERTICAL CELL. BARS PARTIALLY EMBEDDED IN CONRETE SHALL BE PERMITTED TO
SE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL OISPLACEMENT TO
6 INCHES OF VERTICIL BAR LENGTH.
INSTALL UY It 8' EXPANSION ANCHOR
THROUGH BASE RAO WITHIN r OF EACH
BOW ALONG SIDES
2-1/4' EMBEDMENT
MINIMUM 4'
CONTINUOUS 4' CONCRETE PAVEMENT
2 CONCRETE BASE RAIL ANCHORAGE
Not To Scala (OPTIONAL - OPEN CARPORTS ONLY)
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/7 DIAMETER
THROUGH BOLT.
CONT. BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
24.16 GA U -CHANNEL BRACE (S TO T POST)
TS BOW RAFTER 46.16 GA U -CHANNEL BRACE (8' TO 14' POST)
% NOTE: NO BRACE AT END WALL
NO SCREWS
REQUIRED
IN BOW BEND 5'
8.1/7
6' 45'
3'
3 -
TS BOW POST
NIPPLE'
RAFTER
24' 16 GA U -CHANNEL BRACE (S TO T POST)
48' 16 GA U -CHANNEL BRACE (8' TO 14' POST)
NOTE: NO BRACE AT END WALL.
6' LONG TS 12 GA NIPPLE
SECURE BOW AND POST TO
NIPPLE WITH 4 1/4'x 1'
SELF-0RILLING FASTENERS
4 BOW/CORNER POST DETAIL
Not To Scala
NIPPLE TO - 3116'
RAFTER
12' LONG TS 12 GA NIPPLE.
SECURE POST TO NIPPLE
WITH 4 1/4' x 1' SOF'8,
S' LONG TS 12 GA NIPPLE
SECURE WITH 4 1/41x1' SDFS
EYE ANCHOR U L ry
518' ROD 30' LONG
WITH DBL 4' HELIX
24' 16 GA U -CHANNEL BRACE (S TO T POST) x
46' 16 GA U -CHANNEL BRACE (8' TO 14' POST)
NOTE: NO BRACE AT ENO WALL
TS RAFTER POST
SIDE EXTENSION RAFTER/
s BASE RAIL ANCHORAGE CORNER POST DETAIL
Not To Scals 5 Not To Seale
BRACE SECTION
Not To Seale
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2)1/4' x I'SELF-DRILLING
FASTENER SPACED NOT MORE THAN 48.O.C.
GAL. METAL ROOF PANEL
RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS RAFTER
6' LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
41/4' x 1' SOPS
RAFTER POST
BOX EAVE RAFTER/
CORNER POST DETAIL
6 Not To Scab
1-1R' It 1-117 x 716 GA CUP
2-1/7 FOR
ANGLE SECURE TO
14 Guo FRAMING
BOW RAFTER AND GABLE
2-1/4' FOR
a GAUGE UCl1ANNEl BRACE
12 GA FRAMING
FASTENED TO THE POST AND
ANGLE SECURE TO
RAFTER POSRIONEO AT 45
BOW POST AND GABLE
DEGREES. WITH 2. 1N• x 1•
RAIL W/ 4 1/41x1' SOF'S
SELF4)RIWNG SCREWS AT
2 ON TOP, 2 ON SIDE
EACH END (4 PER BRACE)
BRACE SECTION
Not To Seale
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2)1/4' x I'SELF-DRILLING
FASTENER SPACED NOT MORE THAN 48.O.C.
GAL. METAL ROOF PANEL
RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS RAFTER
6' LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
41/4' x 1' SOPS
RAFTER POST
BOX EAVE RAFTER/
CORNER POST DETAIL
6 Not To Scab
1-1R' It 1-117 x 716 GA CUP
ANGLE SECURE TO
NI PL FRAMING IS 2-1 4' STEEL
NIPPLES ARE m �� r9R 14 GA FRAMING
NIPPLES ARS G4 j.S ! ING.
BOW RAFTER AND GABLE
/R
RAIL W/ 4 1/41A' SOF'8
1-11' x 1-1/7x2' 16 GA LIP
2 ON TOP, 2 ON BOTTOM
ANGLE SECURE TO
BOW POST AND GABLE
RAIL W/ 4 1/41x1' SOF'S
2 ON TOP, 2 ON SIDE
TS GABLE RAIL
—TS BOW POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
Not To Sala
NOTE:
14 GA FRAMING IS 2-1/7 x 2.11' TUBE STEEL.
NI PL FRAMING IS 2-1 4' STEEL
NIPPLES ARE m �� r9R 14 GA FRAMING
NIPPLES ARS G4 j.S ! ING.
/R
BECGINEERII���1NG 7'�S*fQ'., INC.
805 ORK I ji
ODA 32 i
�_ of Al�tllaixation No. e
I � �
Thomas
FloddaU N �.�•'� \
NIPPLE
DBL. HC
BOW RAFTER
S 12 GA NIPPLE
ACH WITH 4 1/47x1' 'LONG TS 12 GA NIPPLE.
UNG FASTENERS 1/8' SECURE WITH 4 1/4' x 1'
SELF -DRILLING FASTENERS
POST
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
27d7d' 16 GA ANGLE CUP
SECURE TO POST AND
RAFTER WITH 1/4' x 1'
SDFs, 2 ON TOP AND
2 ON SIDE
ENO POST
5 END POST/RAFTER CONN. DETAIL
Not To Scale
1/4' x 1' SDF
® 12.O.C.
aAl
SECTION THROUGH ROLL UP
DOOR HEADER
Not To Scale CURTAIN: 26 GA. galvanized steel wlih
baked on epoxy primer 6 polyester top coat
TS HEADER
NIPPLE TO
DBL. HDR.
&�R�A,FFZTER POST/HEADER DETAIL
ale
TS BOW/RAFTER POST
29 OR 26 GA. GALV.
META- SIDE PANEL
1-1R' x 1-1Q' x 2' 16 GA CLIP
ANGLE SECURE TO
BOW POST AND BASE
RAL WITH 4 1/47x1' SOF's
`-TS CONTINUOUS BASE RAIL
s END POST/BASE RAIL CONN.
Not To Scale
8' LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 1/4' x 1'
SELF-ORILLING FASTENERS
. -- TS BOW POST
CONTINUOUS BASE RAIL
3118' NIPPLE TO
BASE RAL
RAFTER POST/BASE
3 BASE RAIL CONNECTION DETAIL
Not To Seale
T
2' x 2' x 2' 16 GA ANGLE CUP
SECURE TO POST AND TOP OF
HEADER (OR BOTTOM OF WINDOW
RAIL) WITH 1/4' x 1' SOF s
STRUCTURAL HEADER
IOW RAIL
NON-STRUCTURAL HEADER/WINDOW
RAIL TO POST CONNECTION DETAIL
Not To Scale
n SECTION
Not To Seale
1/4' x 1' SOF
® 12.O.C.
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
TS ENO POST OR DOOR/
2'x27Q' 16 GA ANGLE CUP
WINDOW FRAME POST
SECURE TO POST (EACH SIDE)
TS BASEANINDOW RAIL OR
AND RAFTER CHORO/RAIL WITH
NONSTRUCTURAL HEADER
4-1/47x1' SOFb,
2 ON BOTTOM AND 2 ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END,
CUP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
4 NON-STRUCTURAL HEADER CONN. DETAIL
Not To Seale
NIPPLE TO
BASE RAL
6' LONG TS 12 GA NIPPLE
SECURE WITH 41/4• x 1' SDF%
BOWIRAFTER POST
* j QTS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
8 Not TO Sew
NOTE:
14 GA FRAMING IS 2.1/2' x 2-1/I TUBE STEEL.
12 GA FRAMING IS 2-114"x 2-1/4• TUBE STEEL.
NIPPLES ARE 2-1/4'x 2-114"12 GA T.S. FOR 14 GA FRAMING.
NIPPLES ARE Y x r 12 GA T.S. FOR 12 GA FRAMING.
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