HomeMy WebLinkAbout2001 S Mellonville Ave (2)r ,
OCT i 1 2016
i
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ! I " 2)1 34
Documented Construction Value: $ 0 d
Job Address: 200 / lj, A LZA,1 U/GC,6 14 16— Historic District: Yes No
Parcel ID: Residential WCommercia
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: i4l 4-d P_
Plan Review Contact Person: Vrf lG
Phone: Lf 7 V 1 G _ 6 6 Fax:
Title: 0-WP4,i/4--
Email:_ m A'o 6At /zt(G- I? GAL - /l2, L'oi-n
Property Owner Information
Name 1'!'//</gk7G Q % /h ilia/ //u tt_- Phone:
Street: 061 S', Resident of
City, State Zip: 3Z—Z 7 / Name
Street:
City,
State Zip: Contractor
Information Phone:
Fax:
State
License No.: Architect/
Engineer Information Name: _
Phone: Street:
City,
St, Zip: Fax:
E-
mail: Bonding
Company: Mortgage Lender: Address:
Address: R
sseru
maliq v;rIC0 1 *
oorlaa!(rrrlo. 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.
Application -
is -hereby -made -to -obtain -a -permit to-do-the-wor-k-and-installations-as-indicated.—I certify -that no -work or-insta-liation-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, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application `,
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in coin fiance with all applicable laws regulating construction and zoning.
Signa r of Owner/Agent Signature of Contractor/Agent Date
44 i
Lgent's ame
Date
ANNETTE ICOLONNotaryPublic -idaCommission4AComm. Ex ir020
o Me or
Produced ID \ / Tvpe of ID
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: 10-20 -1(r , UTILITIES:
ENGINEERING:
C-OMMI{1N-T-S.
I
WASTE WATER:
BUILDING: S'r to->4-lG
Ok to construct 24' x 25' (600 square foot) garage as shown on plan on condition that garage
meets all conditions of approved Variance dated 9/27/16.
Revised: June 30, 2015 Permit Application
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)
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 fled
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
or sale or lease, which violates this exemption.
C1/"VI understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
11
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.
idiunderstand that rt is a fr uent practice of unlicensed persons to have the property owner obtain an
i f "
b ti er'builder rpermiV hate oneously implies that the property owner is providing his or her own. labor
P-a'd' inaie'r'ials'. I be held liable financial fora's r-builder, may and subjected to serious risk any
mJuries sustained by an'uAcensed person or his or her employees while working on my property. My
2. homeoner"'s` iinsurnema 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 must
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
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/pro/cilb/ for
more information about licensed contractors.
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.
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 C
I, - &tc . L C , f /V , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified jabove. .
nature Vowner-13JINder Date
ANNETTE D. COLON
PLZ) Notary Public -State of Florida
Form of Identification =y Commission # FF 975524
Must be Photo ID),a„(:Ad My Comm. Expires ay 20, 2020
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
SCPA Parcel View: 31-19-31-504-0800-0010 Page 1 of 2
Property Record Card
P Parcel: 31-19-31-504-0800-0010
AF Owner: HOENING MICHAEL & KATHERINE
Property Address: 2001 MELLONVILLE AVE SANFORD, FL 32771
Parcel Information
Parcel 31-19-31-504-0800-0010
Owner HOENING MICHAEL & KATHERINE
Property Address 2001 MELLONVILLE AVE SANFORD, FL 32771
Mailing 2001 MELLONVILLE AVE SANFORD, FL 32771-
Subdivision Name BEL-AIR SANFORD
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2014)
Value Summary
2016 Working 2015 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 99,076 97,247
Depreciated EXFT Value 11,166 11,382
Land Value (Market) 37,145 37,145
Land Value Ag
Just/Market Value "' 147,387 145,774
Portability Adj
Save Our Homes Adj 2,411 1,806
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 144,976 143,968
Tax Amount without SOH: $2,145.36
2015 Tax Bill Amount $2,108.61
Tax Estimator
Save Our Homes Savings: $36.75
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOTS 1 2 3& 4 (LESS S 50 FT
OF LOT 4) BLK 8
BEL-AIR
PB3PG79&79A
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund
Schools
City Sanford
144,976 $50,000
144,976 $25,000
144,976 $50,000
94 976
119,976
94,976
SJWM(Saint Johns Water Management) 144,976 $50,000 94,976
County Bonds 144,976 $50,000 94,976
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 6/1/2013 08071 i 0091 145,000 Yes Improved
QUIT CLAIM DEED 9/1/2003 05080 1414 100 No Improved
WARRANTY DEED 10/1/1996 03139 ; 0718 131,000 Yes Improved
Ffnd Comparable Sa9ees
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 170.001 230.00 $37,145
Building Information
It Description
Year Built
Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective
1 i SINGLE 1960 1 6 4 1 2.0 2,353 3,274 ; 2,353 j CONC $99,076 ; $158,521
Description Area
FAMILY ( } BLOCK
i
http://parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=31193150408000010 10/ 11 /2016
TNT CARPORTS, INC.
170 Holly Springs Road, Mount Airy, NC 27030
Remit to: P. O. Box 760, Toast, NC 27049
Business 336-789-3818 Toll 800-697-3597
Fax 336-789-4122 Fax 336-374-2949
Dealer Carports.com/Jan Garner County Seminole
Buyer Name(s): Mike HOening
Buyer Address:
Phone 336-783-3028
Order #
Date: 08/18/2016
2001 S Mellonville Ave City: Sanford State: FL
Phone (Home): 407-461-0566 Cell): same as home (Email): mhoening@cfl.rr.com
Site (Unit Location if different from above):
INCORRECT OR INCOMPLETE ORDERS WILL NOT BE PROCESSED.
Description
Garage
Width
24
Roof Length
126
Frame Length
25
Leg Height
110
Gauge
12
Price
2145.00
Options NON CERTIFIED - OR - Q *CERTIFIED
E*A-Frame - OR - *Regular Frame 150.00
O Vertical Roof (A -Frame Required) All Vertical (A -Frame Required) 550.00
Additional Leg Height 10 ft 280.00
Q Close 2 Sides 0 Horizontal Close 1 Side Horizontal
Vertical Vertical 700.00
Q Close 2 Ends ° Horizontal Close 1 End Horizontal
Vertical Vertical 2450.00
Gable End Horizontal Gable End Horizontal Both
Front: Vertical*** Back: Vertical***
Add $75 for each VERTICAL GABLE END.
2 Q Window 30 X 30 Standard 300.00
1 Walk -In Door r 32 X 72 36 X 80 175.00
2
Roll -Up Door Size: 10 x 8
On side, add $120 per door, up to 12' wide
1580.00
Mobile Home Anchors
Extra sheets on side: Size: How Many:
Other (Specify)
Other (Specify)
Other (Specify)
s Other (Specify) orounon a121210ed 1082.90 olor.
Roof Clay Sides P Grey vI
Ends
PGrev Trim P Grey Zip: 32771
Total Sale: $
7247.10 7% Tax: $
507.30 Process Fee: $
5.00 Subtotal: $ 7759.
40 Return Trip /
Transportation Fee: $
n/a if applicable)
Drawings: if
applicable) $
g eneric included Equipment: $ n/
a if applicable)
Total: $ 7759.
40 Deposit: $ 775.
94 Balance Due: $
6983.46 Order WILL
NOT be processed ff dealer collects more
than allowed commission. E] Cement
Size: Installation: M
Ground Other If no,
buyer's materials Land Level:
Yes ® No to level must be on site i s•-
FRONT VIEW
BACK VIEW walk in
door windows oor
0
0
0
RIGHT VIEW
LEFT VIEW 10x8's
here nothing this
side Waiver Attached
X Not Required Electricity: 10 Yes ® No REQUIRED FIELDS. **
REQUIRED IF APPLICABLE. MUST BE TYPED OR PRINTED. USE ONLY BLACK OR BLUE INK. BUYER MUST
INITIAL WARRANTY SELECTION See Limited
Warranty Explanations on Reverse Side 14 Gauge -
Workmanship Only 12 Gauge - Workmanship & Rust -Through 14 Gauge -
Certified (Site of installation must be level) XXXX 12 Gauge -Certified (Site of installation must be level) If accepted
below by T-N-T Carports, Inc. (Seller) at its office in Mount Airy, NC, this order becomes a contract between Seller and the Buyer named above as
follows: subject to the terms above and SUBJECT TO THE TERMS AND CONDITIONS ON THE REVERSE SIDE, Seller and Buyer agree
that the Seller will sell to Buyer the metal building (Unit) described above and install it at the address stated above and that Buyer will obtain all
required permits, prepare the site for installation, purchase the Unit and pay the Price as stated above. BUYER(S):
Digitally signed
by Jan Gamer Dealer/Witness: Jan Garner Date: 2016.08.18 15:00:32 -04'00' v ACCEPTED:
T-
N-T CARPORTS, INC. c w Date:
For more information, please contact RedTail Golf Club at (352) 383-2700.
SIMPLIFY TH 1{1AY t
Rece[ve 104 L}ff
SHIP NOW
U +
Privacy Policy I Contact Us
7580 Golf Channel Dr, Orlando, FL 32819
o.
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
WWW.SANFORDFL GOV
September 27, 2016
MAILING ADDRESS Michael HoeningCITYOFSANFORD
2001 Mellonville AvenuePOSTOFFICEBOX1788
SANFORD, FLORIDA 32772-1788 Sanford, FL 32771
s
RE: Variance to construct an accessory structure at 2001 Mellonville AvenuePHYSICALADDRESSTaxParcelNumber: 31.19.31.504.0800.0010CITYHALL
300 NORTH PARK AVENUE
SANFORD, FLORIDA 32771-1244 Dear Mr. Hoening:
On September 20, 2016, the Development Review Team approved the request to the
TELEPHONE— _-- - reguireihent-for the Size and -ar- ehi au- ta! style of the accessory structure of -- -- 407.688.5140
2001 Mellonville Avenue subject to the following conditions:
FACSIMILE
407.688.5141 1. The exact location of the proposed accessory structure hall meet all setback
requirements to be approved as part of the building permit.
2.. Any plumbing or electrical work requires a building permit; r
CITY COMMISSION 3. Any plumbing requires impact fees.
JEFF TRIPLETT 4. The accessory structure shall not receive a separate address or separate
MAYOR meters.
5. The accessory structure shall match the color of the house,, including trim andARTWOODRUFFroof. DISTRICT 1
6.. The proposed accessory structure shall meet the infill lot grading
DR. VELMA H. WILLIAMS requirements (attached); all appropriate spot elevations and grading shall beDISTRICT2includedonthesiteplantobeapprovedaspartofabuildingpermit.
RANDYJONES 7. The use as an accessory residential structure is prohibited, including the
DIsTRICT3 installation of kitchen facilities.
PAMMAHANY Be on notice that appeals of the above decision may be made to the City Commission byDISTRICT4
any person aggrieved or by any officer, board or agency of the City including the City
Commission within thirty (30) calendar days of the Administrative Official's action. The
CITY MANAGER applicant shall be required to withhold all action on the property until the 31 st day past
NORTON N. BONAPARTE, JR. the date noted above.
If you have any questions please do not hesitate to call this office.
Respectfully,
CITY OF SANFORD
Russ ibson, AICP
Planning & Development Services Director
RG/mm .
T:\Development Review\1 I-DRT Agenda-CoverMemos\Legal Ads & Letters\201612001 Mellonville Avenue - Variance.doc
W ;7ze "4 &%
cr
M
CD REGULAR / A -FRAME2Q
N u
N 24'-0" WIDE
1 o`
CARE ORT STYLE DUiLD1NG5
r
DESTGN NOTES
1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE
WiTH IBC 2012. OSHA, RISC 360, ASCE 7-10, AWSD 1.1 CODES
AND ALL APPLICABLE LOCAL REQUIREMENTS.
2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON
FOUNDATION DETAILS SHEET.
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME
MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR
EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL BE WELDED E70XX
CONNECTIONS.
5. ALL FIELD CONNECTIONS SHALL BE TEKS #12 (1/4"%l j.
6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV.
OR PAINTED STEEL - MAiN RIB HT. 3/4' (FY--ZOKSi) OR EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS
SHALL BE GRADE 50 GALV. STEEL.
8. STRUCTURAL TUBE T52 1/2721/2" -14GA. IS EQUIVALENT
TO T52 1/4"X21/4" -12GA AND EiTHER ONE MAY BE USED IN
LiEU OF THE OTHER
DESIGN CRITERIA
PREVAILING CODE: FBC 2014 5'h EDITION
IBC 2012)
USE GROUP: U (CARPORT5, BARNS)
1. DEAD LOAD (D) D = 4 P5F
2. ROOF LiVE/SNOW LOAD (Lr)
Lr = 20 - 70 PSF
AS PER SNOW LOAD)
3. SNOW LOAD (5)
GROUND SNOW LOAD Pg = 20 - 90 PSF
IMPORTANCE FACTOR is = 0.8
4. WiND LOAD (W)
BASK WiND SPEED YA D =105 -180 MPH
EXF05URE C
5. SEISMIC LOAD (E)
DESIGN CATEGORY D
IMPORTANCE FACTOR le =1.00
LOAD COMBINATIONS:
1. D + (Lr OR 5)
2. D + (0.6W OR +0.7E)
3. D + 0.75 (0.6W OR t0.7E) + 0.75 (Lr OR 5)
4. 0.6D + (0.6W OR t0.7E)
DRAWING INDEX
COVER SHEET
SCHEDULES & MEMBER -
Jz
w 0W
wI-LuC)wOCz0
zoo=(rLU
0GG
aww azrH2IH
0Q a1-co
w00LLLL.2wz
LUia=-ZzOaGp
1nzC)_ Jzg
jF_ T GGui-s5KV_ > -1-0 IL ¢
O GNatlo,_'R03cn
t['f= ti fn O < JLwo<
11wOCU) cr
urini 2 5 z aLunQI-w0 aUa(/
J= a_ol SECTIONS
2 FRAME
SECTIONS & DETAILS 3-A, 3-B SPACING
SCHEDULE5- ENCLOSURE
NOTES 4 PURLiN &
GiRT SCHEDULES 5 SHEATHING
OPTIONS 6 SiDE
WALL FRAMING OPENINGS ---
7-A, 7-B END
WALL FRAMING OPENINGS
A. &-B CORNER
BRACING DETAILS - 9 OPTIONAL
LEAN-TO ADDITION 10 FOUNDATION
OPTIONS 11-A TO 11-0 CUSTOMER
INFORMATION DESIGN LOADS BUILDING INFORMATION A -
FRAME OWNER:
GROUND SNOW: WIDTH: FRAME TYPE: REGULAR
ADDRESS;
ROOF
LIVE LOAD: LENGTH: ENCLOSURE TYPE:
BASIC
WIND SPEED: t HEIGHT: FULL
PARTIAL
OPEN
MANUFACTURED
BY: N _
T Metal
Buildings, Inc. 1050
Worth St. Mt.
Airy, NC 27030 1-
800-597-3597 ENGINEERED
BY: A&
A ENGINEERING CrM -
STRUCTURAL 5911
Remitsancc PI.., Suite B • Toledo, OH 43623 TeL
919-292-1983 • F <. 419-29M55 tnsw.
ea<ngincen.cnm DRAWING
INFORMATION PROJECT:
24'-C' WiDE BUILDINGS LOCATION:
STATE OF FLORiOA PROJECT
NO.: 039-16-02.31 SHEETTITLE:
COVER
SHEET SHEETNO,:
1 / 11 DRAWN
BY: LAK DATE: 3/10/16 CHECKED
BY: OM DATE: 3/10/16 LEGAL
INFORMATION ANY
DUPUCATION OF THIS DRAWING IN WIiO{E OR PART
15 STRICTLY FORBIDDEN. ANYONE DOING 50 WALL BE
PROSECUTED UNDER THE FULLDffW OF THE LAW. DRAWING
VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL:
0
p. A B U. . JI
I
i No.
52851 STATE
OF 4:
Al
ONAL
I1111111111
CERTIFICATION
ON THESE DRAWINGS IS I
DATE
EXPIRES: OZ/Z0/4O17 VALID
FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: MAR 11 2016 CERTIFICATION'
NOTICE
DATE
OF ISSUE: MAR 14 2016
MANUFACTURED BY:
TABLE 2.1: MEMBER PROPERTIES
1 COLUMN POST
PROPERTY•
2.5" X 2.5" X 14GA TUBE 1
2 ROOF BEAM 2.5" X 2.5" X 14GA TUBE 1
5 BASE RAIL 25 X 2.5' X 14GA TUBE 1
4 PEAK BRACE 2.5" X 25' 14GA CHANNEL 4
5 KNEE BRACES 2.5" X 1.5" 14GA CHANNEL 4
6 CONNECTOR SLEEVE 2.25" X 2.25" X 14GA TUBE 2
7 BASE ANGLE 25' X 2.5" X 3" LG.1/4" ANGLE 10
8 PLIFUN 425" X UT X 18GA / 14GA HAT CHANNEL 5
9 GIRT 4.25" X 15' X 18GA / 14GA HAT CHANNEL 5
9A OPT. END WALL GIRT 2.5" X 1.5" 14GA CHANNEL 1
10 SHEATHING 29 GA CORRUGATED SHEET 8
11 END WALL P05T 25' X 2.5' X 14GA TUBE 1
12 DOOR F05T 22' X 25' X 14GA TUBE 1
131 SINGLE HEADER 25' X 25' X 14GA TUBE 1
14 DOUBLE HEADER DBL. 2.5' X 2.5' X 14GA TUBE 1
15 SERVICE DOOR / WINDOW
FRAMING
2.5" X 2.5" X 14GA TUBE 1
16 ANGLE BRACKET TX 2" X 2" LG.14GA ANGLE 7
17 STRAIGHT BRACKET 2" X 2" X 4" LG.14GA PLATE 6
18 PB SUPPORT 2.5" X 25' X 14GA TUBE 1
19 DIAGONAL BRACE 2" X 2" X 14 GA TUBE 3
20 GABLE BRACE 2" X 2" X 14 GA TUBE 3
21 DB BRACKET 2.5" X 2.5" X 6" LG.14GA ANGLE 9
22 TRU55 SPACER 25' X 2.5' X 14GA TUBE 1
23 ALL FASTENERS
TEKS #12 X 3/4" SELF DRILL SCREWS W/
NEOPRENE/STEEL WASHER
TABLE 2.2: SHEATHING FASTENER SCHEDULE
CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE
6" C/C "N.1 4" C/C I 8" C/C
FASTENER TYPE: TEKS #12X7" SELF -DRILL SCREWS W/ NEOPRENE/STEEL
WASHER
n,
O
3
THICKNESS =29GA
29 GA CORRUGATED SHEATHING
8
SCALE NTS
c 1 F c
2.5,, f 'U
THICKNESS =14GA THICKNESS =14GA
2.5" X 2.5" 14GA TUBE
1
2.25" X 2.25" 14GA TUBE ,-"),
SCALE•HIS SCALE:NFS
N D
2"
THICKNF55 =14GA
2" X 2" 14GA TUBE
3
SCALE: NrS
L-J
I 2 5'"
THICKNESS =14GA
25' X 1.5" 14GA CHANNEL
4
SCALE:NTS
425"
TKCKNF-55 =18GA / 14GA
425" X 1.6' X 18GA / 14GA OHATCHANNEL
SCALE: HFS
a
I_
THICKNESS =14GA
STRAIGHT BRACKET/'--1
SCALE: NTS
in
CV
THICKNESS =14GA
Pb BRACKET(-:-)
SCALE: NTS
N •
THICKNESS =14GA
ANGLE BRACKET
7SCALENTS
b4N
THICKNESS =1/4"
BAS ANGLE
SCALE
1-N -
Metal Buildings, Inc.
1050 Worth St.
Mt. Airy, NC 27030
1-800-597-3597
ENGINEERED BY:
All ENGIlVEERING
C1VQ.• STRUCTURAL
5911 R-i- Place, S.A. H . T.W., OH 43629
TcL 419-292-IM . Fac. 419-492-0MS
nw.aa<np"rs.c.com
DRAWING INFORMATION
PROJECT: 24'-0" WIDE BUILDINGS
LOCATION: STATE OF FLOKIDA
PROJECT NO.: 039-16'{%231
SHEET TITLE:
SCHEDULES &
MEMBER SECTIONS
SHEET NO.: 2 / 11
DRAWN BY: LAK DATE: 3/10/16
CHECKED BY: OAA DATE: 3/10/16
LEGAL INFORMATION
ANY DUPLICATION OF THIS DRAWING IN WHOLE OR
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PRD5ECUTED UNDER THE FLJLLEXTENT OF1HE LAW. DRAWINGS
VALID UP TO 1 YEAR FROM DATE OF 1SR2. SEAL: ,,
111111111/////, P'
ABV•Y'. E
IV NO.
52851 STATE
OF : Ar DATE
EXPIRES: 02/28/2017 DATESIGNED:
MAR 11 2016
4
TYP. A -FRAME SECTION
4
xn c: m 5
3-S --------------------
2] ROOF BEAM j 12
3] BASE RAIL
41 PEAK DRACE SEE
TADLE 3-D.1 FOR LENGTH
2J-9112"
51 KNEE BRACE - SEE
TADLE 3-13.2 FOR LENGTH
t] COLUMN POST
TYP. REGULAR FRAME SECTION
SCALE:NT5
12
i
ems• 3 —
2] ROOF REAM
j (5] KNEE BRACE - ATTACH
WITH (2) (231 FASTENERS
E.S.
6)6"LG. CONNECTOR SLEEVE -
FIELD DOLT W1 [23] FASTENERS
E.S. - SEE TABLE 3-5.3 FOR NO. OF
FASTENERS REQD.
1] COLUMN POST
A. 'A' --FRAME
12
3 —
6•
2] ROOF REAM
5] KNEE DRACE- ATTACH
WITH (2) [231 FASTENER
E.5.
6] 8" LG. CONNECTOR SLEEVE -
FIELD DOLT W/ [23] FASTENERS
E5. - SEE TADLE 3-D.3 FOR NO.
OF FASTENERS REQD.
1] COLUMN POST
D. REGULAR FRAME
EAVE DETAIL
1
SCALE NT5
MANUFACTURED BY:
11N -T
Metal Buildings, Inc.
1050 Worth St.
Mt. Airy, NC 27030
1-800-597-3597
ENGINEERED BY:
A&A ENGINI: FRING
CIM • STRUCrDRAL
5911 Re"ainance PI—, Sufic 6 • Tok&, OH 43628
TcL 419.292-1983 . Fax. 419-2924I955
nww.nasnpncan.mm
DRAWING INFORMATION
PROJECT. 2#-G" WIDE BUILDINGS
LOCATION: STATE OF FLORIPA
PROJECT NO.: 039-16-0231
SHEET TITLE:
FRAME SECTIONS &
DETAILS
SHEET NO,: 3-A / 11
DRAWN BY: LAK DATE: 3/10/16
CHECKED BY: OAA DATE: 3/10/16
LEGAL INFORMATION
WHANYDUPUCOONOF11115DRAWINGIN DLE OR
PAKT 0 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EXTENT Cr THE LAW.
DRAWWG5 VAUD UP TO I YEAR FROM DATE OF I55UE.
sEAI:,,,,`
p: 'A B V,
C. E Ns:4s''%
0 z=
No. 52851
STATE OF ••{
Q Ake •
101vA/. •,%
DATE EXPIRES: 02/28/2017
DATE SIGNED: MAR 11 2016
21 ROOF REAM
413] TUBE PEAK BRACE -
ATTACH WITH 1/8" WELD X
6" LONG E.S.
A. PEAK BRACE TUBE
BEAM
4] PEAK GRAC7-ATTACH W/ (2)
251 FASTENERS E.S. (TOTAL 4 EACH
ENDS MAINTAIN MIN 1" EDGE
DISTANCE AND SPACING
B. PEAK DRACE CHANNEL
PEAK BRACE CONNECTION DETAILS
2
5C&E. ws
GROUND SNOW / ROOF I PEAK BRACE LENGTH' LIVE LOAD (PSF)
Q • •• • •
2] ROOF BEAM
45] PEAK DRACE 3 B
TUDE
2] ROOF BEAM
4A] PEAK BRACE
CHANNEL
TADLE 3-8.2: KNEE DRACE SCHEDULE TADLE 3-D.3 FASTENER SCHEDULE
s
UP708' 724" 105 TO 125 4
9' TO 12' 36" 130 TO 155 6
160 TO 180 8
A. TUDE PEAK DRACE
MAX. 6'-01
D. CHANNEL PEAK DRACE
O
PEAK BRACE DETAILS 1
SCALE: NrS
4
6) 6" LG. CONNECTOR SLEEVE.
FIELD DOLT W/ [23) FASTENERS
SEE TABLE 3-8.3 FOR N0. OF [1] COLUMN POST
FASTENERS REOD.
31 DASE RAIL
11A5E DETAIL
3
SCALE-- WS
NOTE: COLUMN POST MAY BE ADJUSTED *1" FOR LEVELING.
MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND
AND/OR CONCRETE SURFACE PROVIDED BY OTHERS.
MANUFACTURED BY:
N -T
Metal Buildings, Inc.
1050 Worth St.
Mt. Airy, NC 27030
1-800-597-3597
ENGINEERED BY:
A&A ENGINEFYJNG
CIVM - STRUCrURAL
5911 Re..isanm Place, ffiwo B • Toledo, OH43M
Td.419-292-1988 • F..— 419-292-M
xw ,—gineemcom
DRAWING INFORMATION
PROJECT: 2*C' WIDE DUILPINGS
LOCATION: STATE OF FLORIDA
PROJECT NO.: 039-16-0231
SHEET TITLE:
FRAME DETAILS
SHEET NO.: 343 / 11
IDRAWN BY: LAK DATE: 3/10/16 ICHECKEDBY: 0AA DATE: 3/10/16
LEGAL INFORMATION
ANY DUPUCATION OF TF85 DRAWING IN WHOLE OR
PART I5 5TRICTLY FORBIDDEN. ANYONE DOING 50 MLL
BE PROSECUTED UNDERTHE FULIEXTENrOFTHE LAW. DRAWINGS
VAUD UP TO 1 YEAR FROM DATE OF ISSUE, SEAL:
1111111111111/
I p•
Aevy. QL . •'
111 ECoo
No.
52851 TATE
OF ••((- l11S
0 1
11
DATE
EXPIRES: 02/28/2017 DATE
SIGNED: MAR 11 2016
MANUFACTURED BY:
TADLE 4: FRAME SPACING SCHEDULE
GROUND
SNOW /
ROOF LIVEWIND
LOAD (P5F)
r r • r
SPEED (MPH)
105 115 130 140 155 165 180
r
WIND SPEED (MPH)
105 1115 130 140 155 165 180
30 / 20 5 5 5 4.515 3.5 3.5 3 4 4 4 3.5 3 2.5- 2
40 / 25 4.5/5 4.5/5 4.5/5 4.5/5 5.5 5.5 3 3.5 3.5 3.5 3.5 3 2.5 2
50/35 4 4 4 4 3.5 5.5 3 25 2.5 2.5 2.5 2.5 2.5 2
60 / 40
e 70 / 50
80 / 60
90/70
3 3 3 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2.5 2
2.5 2.5 2.5 2.5 2.5 2.5 2.5 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 1.5 1.5 1.5 1 1.5 1.5
30 / 20 5 5 5 4.5/5 4 3.5/4 3.5/4 4.5 4.5 4/4.5 3.5/4.5 3/4 3 2.5
40 / 25 4.5/5 4.5/5 4.5/5 4.5/5 4 3.5/4 3.5/4 3.5 3.5 3.5 3.5 313.5 3 2.5
50 / 35
60140
4 4 4 4 4 3.5/4 3.5/4 3 3 3 3 3 3 2.5
3 3 1 3 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2.5 2.5
0 70/50
80 / 60
90/70
2.5 2.5 2.5 2.5 2.5 2.5 2.5 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2 2
e
30 / 20
40 / 25
50 / 35
60 / 40
5 5 5 4.5/5 4/4.5 3.5/4.5 3.5/4.5 5 4.5/5 4/5 3.5/4.5 3/4 3/3.5 3
4.5/5 4.5/5 4.5/5 4.5/5 4/4.5 3.514.5 3.5/4.5 4 4 4 3.5/4 314 3/3.5 3
4 4 4 4 1 4 3.5/4 1 3.5/4 3.5 3.5 3.5 3.5 3/3.5 3 3
3 3 3 3 3 3 3 3 3 3 3 3 3 2.5
70 / 50 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5
80/60 2 2 2 2 2 2 2 2 2 2 2 2 2 2
90/70
NOTES:
1. FRAME SPACINGS ARE iN UNITS OF FEET (FT).
2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING.
A SNOW LOADS AND ROOF LiVE LOADS ARE 1N POUNDS PER SQUARE FOOT (PSF). WiND SPEED iS 3 SEC. GUST IN MILES PER HOUR (MPH).
4. FOR VALUES THAT LIE DETWEEN TWO CELLS. THE HIGHER (MORE STRINGENT) VALUE HAS TO DE USED. INTERPOLATION BETWEEN CELLS i5 NOT ALLOWED.
GENERAL ENCLOSURE NOTES:
1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT.
2. THE MAX. BUILDING LENGTH FOR ENCLOSED DUILPINGS 15 50'-0" . THiS CAN BE INCREASED
BY ADDING A DOUBLE FRAME AT THE CENTER TO 13REAK THE LENGTH OF THE DUiLPING.
3. FOR ENCLOSED BUILDINGS, ONE END WALL CAN DE OPEN iF THE OTHER END WALL 15
ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET SA) OR A
DOUBLE END FRAME
4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP TO 3'
ENCLOSED THERE iS NO CHANGE iN THE DESIGN. FOR GREATER THAN 3' SiDE WALL
ENCLOSURES, THE SPACING FROM ABOVE TABLES NEEDS TO DE REDUCED DY 6".
5. OPEN DUiLDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SiPE WALL BRACING
TO SUPPORT THE PARTIALLY ENCLOSED 51PE WALL. SEE SHEET 9 FOR TYPICAL DRACiNG
DETAILS.
TYP. ENCLOSED 13UiLPING TYP. OPEN BUILDING
SCALE:NT5 SCALE:NrS
N-T
Metal Buildings, Inc.
1050 worth St.
Mt. Airy, NC 27030
1-800-597-3597
ENGINEERED BY:
do
A&A ENGINEERING
CIVIL • STRUCTURAL
6911 R-iva . Plue, Suite B • Tokdo, OH 43623
Tel. 419.292.1983 . Fac.419-292-0955
aww.aa-en5incen,mm
DRAWING INFORMATION
PROJECT: 2*0' WiPE BUILDINGS
LOCATION: STATE OF FLORIDA
PROJECT NO.: 039-16-0231
SHEET TITLE:
SPACiNG SCHEDULES
ENCLOSURE NOTES
SHEET NO.: 4 / 11
DRAWN BY: LAK DATE: 3/10/16
CHECKED BY: OAA DATE: 3/10/16
LEGAL INFORMATION
ANY DUPLICATION OF THIS DRAM9NG IN IMiOIP OR
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 %HILL
BE PROSECUTED UNDER THE FULL. EXTENT OF THE LAW.
DRAIMNGS VAIJD UP TO I PEAR FROM DATE OF ISSUE.
SEAL: `, 11/{11111r111,
E
No. 52851
TATE OF •fI/4rvo
ion '•
A- 0 R I O P•
NAL •11`1
fff111111j111
DATE EXPIRES: 02/28/2017
DATESIGNED: MAR 11 2016
S" j--WASHt GTON AVE
I (lY1di •
i
I
SCALE: 1 "= 30'
30 20 10 6 30 60
RECORD COPY
A
tal
O
W J
ENG. DEFT,
Ok to construct 24' x 25' (600 square foot)
garage as shown on plan on condition that
garage meets all conditions of approved
Variance dated 9/27/16.
0
Q
2
call
C
V- N
MW
OCT 2016
REQUIRED INSPECTION SEQUENCE
BUILDING PERMIT
Min Magic Ins ection De§cri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drvwall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: Oov i
r
1 ? IEC fl lEtdC a6'1 ERM.fl ..... . .....
Min Max Ins ection Descri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max tion Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECfl-Y. LAICAL PERMIT
Min Max Ins ection I<Descri tion
Mechanical Rough
Mechanical Final
Min max
t
ri +7
ns ectll®n DesclCll tll®n
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
THIS INST I N P PAR BY:/J / =
IT—, Name `'-` ",- W-•,: G ( - `. ! _
Address: //•
a_,
00
NOTICE OF COMMENCEMENT r _ a!t f._LA
State of Florida - -r, I'VI
County of Seminole
Permit Number: LD Parcel ID Number: • • 4 : D
rn
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with ll}
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the. property and street address if available)
l r
3 Z `2 7 r--
GENERAL DESCRIPTION OF IMPROVEMENT:
7 / /( _`l'?'/.Q'i i i-Ar-ram!/- /•- r_, , -.
x,:r .
l
OWNER INFO MATION:
Name:
f `I
Address: %L U r r/`o
r
Fee Simple Title Holder (if other than owner) Name: Cj
Address: ; '
I I
r
CONTRACTOR:
Name:
Address: 71i
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served rt _
as provided by Section 713.13(1)(b), Florida Statutes.
r-
Name: R'3
Address: =1
In addition to himself, Owner Designates of iv
To receive a copy of the Lienor's Notice as Provided in.
71Section713.13(1)(b), Florida Statutes. ff'
Expiration Date, of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified) =
r'
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF 01
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 THE FIRST __T3
INSPECTION. IF YOU INTEND TO OBTAIN. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY fr1
cc --,
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury I declare Pat I have read the foregoing and that the facts stated in it are true
to the bes of y wl ;e and lef.
Owner's Printe NameOwner's Signature •a ; . ---•., a =
Florida Statute 713.13(1)(g): "The owner 0.stsignthnotice of commencement and no one else maybe permitted to sign in his or her stead." : 4q •' =- •• _'
X }
State of r `0 f t County of
The foregoing instrument was acknowledged before me this day of n r LQA Q 20 c
by /` `; C V, G Q 1 V 1G,r 1 P S 1"4 {
r\ i N q personally °
z -r`t
Who is ersonall known to me LU
LU Ir
Name of person making statement z ZDZD
OR who has produced identification ype of identification produced: F L n 1_
o 0
f- JLL
U
1 a
A14NETTE SCOTT Cr p
Notary Public State of Florida
UU • Notary Signature
ti
a
My Comm. Expires Jan 16, 2018 ti O
Commission FF 071760 t 1s: ov n w
Qr,,,," •• Bonded Throtlpll Natdlxlal Notary Assn. ' U °
fi
r