HomeMy WebLinkAbout2683 River Landing Drr
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
1
APR h ZO B l Q
Application No: / 6 / 9 O
SY• Documented Construction Value: $ 2750•
Job Address: _-683 Riy6iz LlolvviwE Df S.41yFolzo FG 3277/ Historic District: Yes No
Parcel ID: 26- / 9-30 - S 5Y - 0000 - 06 20 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: 5r ZLEA/ 2ar)AU
Plan Review Contact Person: P. C, oH t/SO,v
Phone: 407 Z60 ZYO0 Fax• 4c,)7260 4,7//
fi
Title:
p'
Email:('yf
Property Owner Information " %
Name —% y a t//_S_
Phone: 504
Street: 26 3 3 _1?!yE2 , L t/Di c! D,P . Resident of property? YES
City' State FL
f
b..prH-oN InformationContractor
1 r
Name FLO,e/0A POoG Cxi c(_0 sur657
Street: F22 f/ic kOzy sT.
City, State Zip: AL 7_,00 00T6 5-PP-IXI,95 FL 3770 /
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
JIM USL-ni)L'
Phone: 407 260 Z 8 00""
Fax: 407 260 64 //
State License No.: SCC 05668?
Arch itect/Eng1neer Information
Phone:
Fax:
E-mail
Mortgage Lender:
Address:
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 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, 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: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
I
OIL
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 othWgover amental entities such as water
management districts, state agencies, or federal agencies. j '
Y 1 */'IIJ " 11 i.r
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
f
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy'6f 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 compliance with all applicable laws regulating construction and zoning.
Signature of Own /Agent Date
7—,41,nYA 04V/5
Print Owner/Agent's Name
4 111,6
Signature of Notary- tate of Florida Date
V'jy Allen Nell Thompson
Commission # FF945979
Expires: January 13, 2020
Ended th Aaron Notar
Owner/Ag tffei ersonally Known o Me or
Produced ID — Type of ID
p 12-o-800-69- 04cf— 0
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notan - to of Florida Date
Allen Nelf Thompson
Commission ! FF945979
Expires: January 13, 2020
ct lio ed thru Aaron Notary
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:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 5(7- y't 1-14
COMMENTS: i Ou l .rc neyi Vyl oyi n S- ConC r'e e t (aQ
7. 2 +rMr seek
Revised: June 30, 2015 Permit Application
3/14/2016 SCPA Parcel View: 26-19-30-5SY-0000-0620
C tivid,lofx sor.C.F4 Property Record Card
Parcel: 26-19-30-SSY-0000-0620
Owner: DAVIS TONYA
SEMMrvOLEGOUNTY, RlOArOA
Property Address: 2683 RIVER LANDING DR SANFORD, FL 32771
Parcel:26-19-30-SSY-0000.0620
Property Address: 2683 RIVER LANDING DR
Owner. DAVIS TONYA
Mailing: 2683 RIVER LANDING DR
SANFORD, FL 32771
Subdivision Name: RIVERVIEW TOWNHOMES PHASE II
Tax District: Sl-SANFORD
Exemptions: 00 -HOMESTEAD (2016)
DOR Use Code: 0103-TOWNHOME
Value Summary
2016 Working 1 2015 Certified
RIVERVIEW TOWNHOMES PHASE II
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 116,539 112,250
Depreciated EXFT Value
Land Value (Market) 23,000 233,000
Land Value Ag
x,539 --- - 25,000 114,539 i
Just/Maricet Value
139,539• ± $50,000
1
99,539
139,539 135,250
Portability Adj
139 ,539 89,539 i
Save Our Homes Adj 0 0
Amendment 1 Adj
1
p
Ass dessed Value 139,539 135,250
Tax Amount without SOH: 2,752.54
2015 Tax Bill Amount 2,752.54
1875 $148,200 Yes Improved
Tax Estimator
Find Comparable Sales within this Subdivision
Save Our Homes Savings: 0.00
Does NOT INCLUDE Nan Ad Valorem Assessments
Legal Description
LOT 62
RIVERVIEW TOWNHOMES PHASE II
PB 75 PGS 51-58
Taxes
Taxing Authority Value Exempt Values Taxable ValueLAssessr>ent
County General Fund 139 539 50,000 89,539
Schools x,539 --- - 25,000 114,539 i
City Sanford 139,539• ± $50,000
1
99,539
SJWM(Saint Johns Water Management)- 139 ,539 89,539 i
County Bonds 139,539 $50,000 , 89,539
Sales
Date i BookiDescriptionDt Page pua9Amount Vac/Imp
i
WARRANTY DEED 4/1/2015 08456 1811 $161,300 Yes Improved
l
WARRANTY DEED 12/1/2012 — 07970 1875 $148,200 Yes Improved I r
Find Comparable Sales within this Subdivision J
Method I Frontage — Depth —_ I Units — Unites Price --—LandValue
LOT 1 $23,000.00 23 000 1
Building Information
escrip
earBurgrFbchuresIBaseAreaiTotalSF I Living SF Ext WaN
i
Adj Value Repl Value AppendagesAchiaEffestive-L-----1-----------------------------1
1 SINGLE 2012 11 752 1,922
FAMILY
1,642 CBS+WOOD $116,539 $118,917
Description Area- COMBO
http://www.scpafl.org/Parcel Detai I Info.aspx?PID=2619305SY00000620 1/2
Florida Pool Enclosures, Inc.
922 Hickory Street • Altamonte Springs, FL 32701
Phone: 407-260-2800 • Fax (407) 260-6411
Customer: O r\ D a
Address: ;mac ' L-Cn ,tet _
nY1 1='r i`J l L 12>
Subdivision:
Screen Enclosure
Pool Enclosure
IFScreen Room
Sun Room
Car Porch
Porch/Lanai
Rescreen/Repair
Clear White SolarGr
Shingles Color
3 tab Architetural
Special Instructions
D C.c o ct
o, / 0—a- r (,,—c i oY%4 t C>
PQ ('' =q -e- n Ck
1-1-o, A
e(2 P. f o Uok
Insulated
Pet Door Qty_
SM MD LG XL
SALES CONTRACT
State Certified Contractor SCC056689
www.floridapoolenclosures.com
E-mail: n\/g i I3 Mc;1 CaN
Home #:
Work #:
Mobile #: Ci o
Fax #:
4"Concrete Slab Sqft
Concrete Slab Sqft
Fo er 8"x8" 8"x12"Lnft_
Acryli inish Color
n LnftEl2"Deco _
3'x3' Door Pa
Other
Thick Pavers Sqft
in Pavers Sqft_
Tra rtine Sqft
Payment is due in full at the time of completion of work. A finance charge of 1 1/2% per month shall be applied to all accounts not paid in full within 10 days of due date.
All material will remain the property of Florida Pool Enclosures until payment is received in full. Right of Access and Removal is granted to Florida Pool Enclosures in the
event of nonpayment per the terms of this contract. The customer agrees to pay all interest and any costs incurred in the collection of this debt including reasonableattorneyfees. If the customer refuses to allow Florida Pool Enclosures to begin work or complete work already begun, or to accept materials contracted for, customer
agrees to pay liquidated damages of a sum equal to 33 1/3% of entire contract price plus cost of materials and labor already furnished or in progress.
NOTICE TO PURCHASER / DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES
You, the Owner, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction.
I acknowledge that I have read and understand this contract to include items listed on the
back of this contract and agree to its terms.
Buyer &WA A Seller: Florida Pool Enclosures
Print Name) (Subject to approval by Seller)
Date Date
r
Owner/Buyer Representative
17,
Oslo e Cr•
Owner/Buyer Approved By:
Total Contract
1/3 Deposit
1/3 Layout/Eng
1/3 Upon Completion
of Installation Q b
l
ACCORDING TO THE FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE
MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR SUBCONTRACTOR
FAILS TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR
PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN
ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES
THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE
ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS
PROVIDED TO YOU A "NOTICE TO OWNER" FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
Custom Designed Pool Enclosures
Screen Rooms WindowsMoors Concrete & Pavers
Florida Pool Enclosures, Inc.
922 Hickory St. • Altamonte Springs, FL 32701
www.floridapoolenclosures.com
Office 407-260-2800
Cell 407-739-2680 D.C. Johnson
DCJracing@yahoo.com Lic. # scc056689
THIS INSTRUMENT PREPARED BY:
Name: /-, eZrl! %f/0,1PS7Jit/
Address: p0 &OX SZ// 36
FG 327.5'Z
NOTICE OF COMMENCEMENT
Permit Number:
MARYANNE MORSEr SE1111,10LE COUNI'Y
CLERK OF C'IR(:(JI1 COURT li COMPTROLLER
BK 8661 P9 21/8 (11`95)
CLERK'S T 2016034154
RECORDED 1'14/1--14/21-116 08:921-15 AM
RECORDING FEES
RECORDED BY tsmith
Parcel ID Number: 26 - / / -30 - S 5 - 0000 - 0 6 -
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
6. LENDER: Name -
Address:
Phone Number.
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section713.13(1xa)7., Florida Statutes.
Name- Phone Number-
Address. umberAddress.
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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 THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 'ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and
ef. (
In'Am _ el all's
SignatLA of Owner or Lessee, or Owner's or Lessee's nnl Name and Provide Signatory's TiVe/Office)
Authorized OMcerlDUreclor/Partner/Manager)
State of FZ0,t?_/ D/0 County of
The foregoing instrument was acknowledged before me this 57
day of ,I P gI L .20 16
by 7 0"IY 4 Who is personally known tome OR
Name of person making statement '/
awhohasproducedidentificationOtypeofidentificationproducedy. 20 -,?00 "
Allen Nell Thompson
Commission til FF945979
Expires: January 13, 2620 Notary Si nature
Bonded thru Aaron Notary
i
2. GENERAL DESCRIPTION OF IMPROVEMENT:'•.•
S C P E-E/U ROOM
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: LU
Name and address: -%Ou Z0 1D,4V/5 26 3 ,/ VFX ip D/ De SR/L/O lL D L 3 7-7 7 / W
Interest inproperty:Utr/t/F_2
Fee Simple Title Holder (if other than owner listed above) Name: zAddress:
f'4.CONTRACTOR: Name: FLOP/D,d POLI C%<LOS JILFS Phone Number 4.07 260 2800Address: WF11-' t p / 6 -,ez Z / i
5. SURETY (If applicable, a copy of the payment bond is attached): Name• OAddress: AmountofBond' W
6. LENDER: Name -
Address:
Phone Number.
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section713.13(1xa)7., Florida Statutes.
Name- Phone Number-
Address. umberAddress.
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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 THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 'ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and
ef. (
In'Am _ el all's
SignatLA of Owner or Lessee, or Owner's or Lessee's nnl Name and Provide Signatory's TiVe/Office)
Authorized OMcerlDUreclor/Partner/Manager)
State of FZ0,t?_/ D/0 County of
The foregoing instrument was acknowledged before me this 57
day of ,I P gI L .20 16
by 7 0"IY 4 Who is personally known tome OR
Name of person making statement '/
awhohasproducedidentificationOtypeofidentificationproducedy. 20 -,?00 "
Allen Nell Thompson
Commission til FF945979
Expires: January 13, 2620 Notary Si nature
Bonded thru Aaron Notary
i
RECORD COPY
A
u` •
7
t}`'~ ALUMINUM SCREEN1
f ` - --- GN 4'
tIurr,inum CUns1r SIC ;or Er aInerrir c r
Plan Types: r
5C Screen Room
Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port
Patio Cover REVIEWED POR CODE COMPLIANCE
Other: PLANS EXAMINER
DATE
New
Project Address: 2683 glvCk LA,vvl,v5 D2. City: FC 3277/
Contractor Name:
Address:
City:
Florida Pool Enclosures Inc
P.O. Box 521136
Longwood, FL 32752-1138
407-260-2800
Zip Code:
PJ.efie/Fax: 4o7 190 64 (I
3- 2/- /(
A PERMIT 196UED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Email: A'71VoMP'50" FCD21 APoocE,vccoSuRSS. C'aM
Choose One: Mail] Pick Up Fed Ex*[:] 3 No of Copies
For FedEx option got to www.aluminumscreendesi-qn.com and provide FedEx account #)
Payment: Checka Credit Card *F
For Credit Card option go to' www.aluminumscreendesign.com to pay by credit card)
Engineering prepared by:
LDI/VC
SANFORD
DARE
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 6 + 9
5200 Vineland Road — Suite 250, Orlando, FL 32811
Office: 407-529-3300 Cell: 407-721-2292
Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: aluminumscreendesign@yahoo.com
Website: www.aluminumscreendesign.com CA#30930
ALUMINUM SCREEN DESIGN'
C:OnSIt,r_iicon Encir;er,, i i' I"
C
Ultimate Wind Speed (mph): /30 Exposed Category: C Risk Category; f'
Screen Room:
Insulated FY -1 Pan Roof
Fascia[ Wall: Block Conventional
Uprights 2 x 4 Top Plate 3 x ' Kick Plate yC5'
Pool Screen/Cage:
Dome Gable Mansard
Gutter[--] Wall: Block Conventional
Beams x
I
Uprights x Purlin x
Car Port:
Insulated Pan[]
Fascia Wall: Block Conventional
Beams x Post x
Patio Cover:
Insulated Pan
Fascia Wall: Block Conventional
Beams x Post x
Concrete:
Existing New: 4" Slab Pier Ribbon Footer x Pavers[]
Other:
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor -
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or constructionbetweentheplansandthegeneralnotesanddesignstandard.
10
m At7,.i11~ii3l Ji SCREENjam' 11
rr.;n-:I: 4
RESIGN
t
General Notes & Desi2n Standards
Screen Patio Room Enclosure)
The following are general design standards. More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes:
Florida Building Code 2014 (5th Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psy)
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied verticallydownwardalongany1footofanymember, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense, real or implied, arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of thecontractorandmustbesubmittedtotheengineerforapproval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
Unit soil weight = 105 pcf
Internal angle of friction = 30 degrees
Coeff. Of friction between footing and soil = 0.5
4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
n 30
A1rOMioASD11--1--,
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SCREEN DESIGN
rI
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminumdesign.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such asheavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B18.6.4 specification.
Self—tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lapandendlapfastenersshallbenomorethan2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro -galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shallbespacedataminimumof2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3
Chair Rails, Purlins & Wind Brace•
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringentdimensionsandmembersizespriortoorderingmaterials, fabrication and/or construction.
Wind Speed = 130 MPH
2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace =9'-O" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace= 8'-0" 2 x4 Wind Brace= 9'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be'/,"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A 185
Welded Wire Fabric shall be ASTM Al 85 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chipsandforeignmatterbetweencontactingsurfacesshallberemovedbeforeassembly.
4100 Vineland Road., Suite A6, Orlando, FL 32811. (P)407 -734-1470(F)407-734-1790
www.aluminumscreendesign.com
D J ALU4AMNU jl 5.EENin DESIGN
t't cS. ,n :r"L"
Beams &Beams & Uariahts:
J.
r
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more frL'
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
130 MPH
PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS
Max Beam
Span & Max
Column Insulated Roof
Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span
3" Spans 13'-
2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 15'-0"
6" Spans 20'-0"
2 X 4 8'-6" 2 X 4 8'-0"
2 X 5 10'-0" 2 X 5 9'-0"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more
than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30'
max; 2 x 4 for beam span greater than 30'.
Purlin•
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet (max) when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall.
Edge Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
EXISTING FOUNDATION
SCREEN AREA 97 SQ.FT.
In In
m ! fey m o
O I ooafon O o
1' MON OX ry XXNIINCIDENTALNXN
X ( TO DESIGN X X
N N N
2'-43/4" 2'-4%'
LEFT FRAMING'ELEVATION
SUPPORT HOST
STRUCTURE 3Y4" BOX HEADER
WALL MOUNT
l 3x484.024 COMPOSITE ROOF PANELS I o
li (FL.PRODilUCT APPROVAL 0 75!61-R3)
li
l f j I i
Florida Pool Enclosures Job # 16115
922 Hickory St.
Project Address:
Altamonte Springs, FL Tonya Davis
407-260-2800 2683 River Landing Dr.
fax 407-260-6411 Sanford, FL 32771
SCREEN ROOM PLAN
oO0
o Ci
X NNX
N +
N 1
N i
v
FRONT FRAMING ELEVATION
In the event of a conflict In member Wm gxW ontheplansandthegeneralnotes, the =*aft must
utilize ft more stringent member size requirements.
m m
v o
NX X I
N
N -
Y-10Y2'T-10)/2'4
RIGHT FRAMING ELEVATION
The locations of doors are incidental to the F
y
design.
Girts remain the same throughout the design ' r
unless otherwise noted.
Dimensions are to center of walls and me ers.
Length given for lmee braces r " r'esant
horizontal and vertical lisp.ewents. ;_
rf•)
i_
r
sly{
tau
district: City of Sanford
date: 03/21/16 scale: NTS
prepairedby: Allen Thompson
3X2 X0.045
m
xXN
2X2X0.045
KICKPLATE 1X2 O.B. " '
N 1
N i
v
FRONT FRAMING ELEVATION
In the event of a conflict In member Wm gxW ontheplansandthegeneralnotes, the =*aft must
utilize ft more stringent member size requirements.
m m
v o
NX X I
N
N -
Y-10Y2'T-10)/2'4
RIGHT FRAMING ELEVATION
The locations of doors are incidental to the F
y
design.
Girts remain the same throughout the design ' r
unless otherwise noted.
Dimensions are to center of walls and me ers.
Length given for lmee braces r " r'esant
horizontal and vertical lisp.ewents. ;_
rf•)
i_
r
sly{
tau
district: City of Sanford
date: 03/21/16 scale: NTS
prepairedby: Allen Thompson
ALUMINUM SCREEN EXTUDED FASCIA ISDESIGN3" 3" C CHANNEL IS ATT TO WOOD STRUCTURE TH
INSULLATED ROOF WITH #10 1" " 6" FROM ENDS 24" O.CA& OD3" INSULATED ROOF
WITHI(
6) #10 1" PER S
DEDS
FROM ENDS 24" O.C.
2 HINGE
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 4" PER PANEL
2X2 POST .046 OR GREATER
3X2 FRONT WALL TOP PLATE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C.
KICK PLATE IS ATTACHED TO STRUCTURE
WITH #10 1" 6" FROM ENDS 18" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 910 3",
CAPRI CLIPPED WITH (4) 910 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
1X2 IS ATTACHED TO FRONT WALL
WITH #10 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1 " PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2",
CAPRI CLIPPED WITH (4) #10 1 " PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
INSULATED ROOF IS ATTACHED TO
LLUMINUM STRUCTURE WITH #10 4"
FROM ENDS 24" O.C.
2X2 SIDE WALL TOP PLATE
1X2 IS ATTACHED TO WOOD STRUCTURE
WITH #10 2" 6" FROM ENDS 24" O.C.
2X4 SIDE WALL UPRIGHTS
1X2 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
5" X 1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM
METAL IS
0E
IGANEsORGREATER, AE S 6005-T5
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101 4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL, THOMPSON.
4401 VINELAND ROAD
SUITE'A6
ORLANDO, FL 32811
v
X47509
30930
V
Page 1 of 2
r
Ing I, IIE
L.C1 47
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vv
Honda r'eh'votd EMS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map Lmks Search
Busines
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c User
Regulation
Product Approval Menu > Product or ADDlication Search > Application List > Appliutlon Detail
FL # FL7561-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
954) 949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft. Lauderdale, FL 33309
954) 491-3700
elitealum@aol.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
n Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim, P.E.
the Evaluation Report
Florida License PE -49497
Quality Assurance Entity Quality Auditing -Institute Ltd.
Quality Assurance Contract Expiration Date 11/30/2020
Validated By James L. Buckner, P.E. at CBUCK Engineering
C Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561 R3 COI Cert of Indeoendence.odf
1709.2
4/14/2016
Page 2 of 2
Product Approval Method Method 2 Option B
Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL # Model, Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels 3"/4"/6"x0.032xIlb EPS Composite Panel,
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-113 2014 FBC Installation
Dwa.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80 Created by Independent Third Party: Yes
Other: In HVHZ, not to be used In structures considered Evaluation Reports
living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC
is provided. See installation drawing for nominal allowable Evaluation.odf
design pressures and spans. Created by Independent Third Party: Yes
back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 State of Florida. Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.1395 -pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address if
they have one. The emalls provided may be used for official communication with the licensee. However email addresses arc public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you arc a licensee under
Chapter 455, F 5 , please click here .
Product Approval Accepts:
el:Wck M
PINI-41)NI, At
Cr t AFE
4/14/2016
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX ALLOWABLE SPAN (FT)
4' x 0.024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 I L/120 I L/180 L/240
6' x 0.024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 I L/120 I L/180 L/240
3' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
4' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX ALLOWABLE SPAN (FT) ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
6' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
3' x 0.024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
4' x 0.024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
6' x 0.024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-1-1154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2 Elite roof panels maintain a LIL 1715 (int) class'B' (ext) rating and are NI--.R-50I approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Code
5" Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and
Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in this approval
5. Defection limits and allowable spans have been listed to meet FBC including the IIVHZ. In HVH7 this product shall be used
In structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVH7_
requirements are met.
6. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20
7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, HFI I-06-2104, HE 11-06-2066, HEI'I-06-2105, HFI1-06-2067, HETI-05-1002. FIE 1'1-
06-2107, IIETI-05-1987. IIETI-06-2069, IIETI-06-2070, IIETI-06-2071, I IETI-05-1994, HETI-05-1991, 1 IETI-06-2072,
HETI-06-2073, HETI-06-2074. HETI-05-1996. IIETI-05-1989. HFTI.05-1993. IIETI-05-1985, IIETI-05-1995, IIETI-05-
1990, HETI-05-1997, HF -11-05-2037, HE] 1-05-2029, HFI'1-05-2039, HFI'1-05-2030, HETI-05-2041, HETI-05-2048, HF -I1-
05-2036, HETI-O5-2031, HETI-05-2038, HETI-05-2065, HETI-05=2040, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
the strength ol'the fim beam to exceed shown figures as part of site-specific engineering.
3' x 0.030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 I L/120 I L/180 I L/240
4' x 0.030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
6' x 0.030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
SEAL JOINT WITH
CONTINUOUS CAULKING
f
0000000000 i
0000000000 ao
BOTTOM IAII.Ul
INTERLOCKING CROSS SECTION
SLOPE 4' MAX WIDTH INTERLOCKING \
1 PANEL (1/4'/FT MIN SLOPE)
0 0 0 0°0 2,,
0-0-0 0-0 i a, EPS CORE ILD OR 2La 0 0 0 0
ALUMINUM BOTTOM I
II
FACINGS
Fes— CLEAR SPAN (L) INSIDE TO INSIDE
DO KIM
ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
T—M FL 33679
Tel (813)857-9955
I ISSUED FOR PRODUCT
i0lr APPROVAL
1o or ISSUEDFORM7PRODUCTAPPROVAL
a LSSUED FOR 21110 FLCARODUCTAPPROVAL
sm
Q AIS 5 PRODUCTAPPROVAL
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OPTIONAL -Y'r/
GUTTER O .
w• DRIP CAR w
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ENGINEER OF RECORD TO PROVIDE
36' MA% IN FRONT L 25%
FOR ROOF CONNECTIONSL ADD THICKNESS DFSUPPORTINGSTRUCTUREDETAILBYWALLFORTOTALOFPANELWIDTH2SIDES
THIS OR ANY OTHER ENGINEER PANEL SPAN(12' MAX AT SIDES)
EPS ROOF PANEU SPAN DESCRIPTION
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No MN{'EON K E
FLA. R NU 4
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AN 26897 W
Box 100'
STATFSOPP.. FL 3 Q/
ItORID"- j`
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NAL i -25-15
Drawing No. - FL -1001
SHEET 1 OF 1
Herzvf(/
Land Survey ors
769 Douglas Avenue:, Altamonte Spring's, Florida. 32794 (407)788-8808
Men)L•er of the Flondo Surveying and A;apping Society andiArnerican Congri:ss on Surveying and Alopping
MDP of Survey
1
Y
CURVE TABLE
CURVE LENGTH
RADIUST
Della
C1 1 33.03 73.0 1 254439'
C2 4,001 73.50 1 J'0, -f6'
T/'act '1`l"
sit
Tr -i' mur.rrP.Id
Lot 57
LEGAL DESCRIPTION
Lot 62, "Rilerview Townhom'
8S
Phase
iccerdrhg Io the pial lhoroof as re cord,,d /n pla! boot• 7$ st page(s) 51 •50
of6a PONA: m:nrdsolSen)Inola County, F,Iorldo.
FLOOD H„ZAM DATA: Tho parcel shown horoon lion s+fthln Flood Zonc
recording to the Flood /nsumrce Rale Map cemmurr;ly ponol nuf)lbat
12029.1 006DF dated 528/2007,
Flood Zala datlrminal'err W.75 perfcrmod by,OrOphicplolFng Iron Flood
lnscn, nee Rata Maps providod by FttLf.1, No 6o1C svnt}ting Iros p!n'ormod by
this term la derl+nlino /his IOno. Tho cxoV ono Iccotion can only be detumincd
by vn olovaUOn stvd): IYe 0ssumn no rr. sponsiNilihlor actual tooling
crnditions.
Tract "D"
Dralnago & Retention
River Landing D7
1
1`4' RNV)-Tract2'B"Access
GTneraNeter; ' Z IZr. This 13 aa OO.JIJL)ARY SurYey por:ormad in tan) held on
2. No actial, surface or subsurface ullllfylnslallaL'ons, undelo+ oundimprov,:monts or
subsurfocdeedal encroacnmanls, it tiny. vrere locatod.
J. Building rice ahau'Is Aro to Int• eXIer;orun(lntshod tound:)don svrraeo or form boa al.
4. Flovailons scorn hereon, 11brly, an; asc(rmod Jolf wero obtained hon) aopr0ved
conatrucrion pans p:Ovklcd 61• the C'lont unless olhem•ac notod, anti aro :halon
only to depk7 hho p,•Dposed or actual diFuenco in ele,YValion rCl;illvz to the Os:umul
t,,mo0rary B-in:hnlark shorn hemon.
S. the pared s :own (wcon is suh/eet to at/ a i cmenl$, rescNaYoils, res1r;c0oror. and
R;hls-ol-w y of roeord wholhcr depictod or not on 110 document. No soarh of tho
Public Rdco:di has been made by (Mr DhICr.,
6. Tho ragal lltuCnption Mown hereon is as turnishod by Client.
7. Platted and measured dislancaS and directions aro (tic samo unless otherwise noh:d.
H. Copes of (hu Survoy may be Trade ler Me origin:l transaction tiny,
Denolbs 4' van rM lsi(h plask cap marked 1`.04937, or "";ron rod tsvfh
rad plaSriC cap morked'V aness Comor', unless CIAL twist+ noted.
O Denotes P.C.P. (Parmanert contrvlpolnr)
0 Denotes Permanent Reference t{otiumonl
ZI 2012 h'er`e, t Associalos enc. All righ[3 ra:arvad
Ybcco
tw,,,,
on 2X, Sfi1
tt011.13s:2603 RncrLand;ngD;ird1Q J .t 11411 `',
Zs
ce-CA '
I
ETI3ACKS:
Flint: 21.5' Side :7,17' Roar: 4.5'
SEA BASE:Thr beadngo shmvn hereon srv, Wsed upon the
ea!tam plot boundnry as being 1700' 10VO W,
i
VarilG?l dolum is ba9ed on on9ineering plans at pro:;dod b, the 6a.,) t.
pfeDrrod by Evans EnginMhig, Inc., JOb:2 12001.
j Leguod
LINE TABLE
prS
LINE ; EA'c rH rYEARING
Lf I 1C 10 N6310'11'6
L2 w. III 509'5773'E
L3 72.121 S6!1'5r.2?'E
L41 26.60 N54'4673'E
Tract "D"
Dralnago & Retention
River Landing D7
1
1`4' RNV)-Tract2'B"Access
GTneraNeter; ' Z IZr. This 13 aa OO.JIJL)ARY SurYey por:ormad in tan) held on
2. No actial, surface or subsurface ullllfylnslallaL'ons, undelo+ oundimprov,:monts or
subsurfocdeedal encroacnmanls, it tiny. vrere locatod.
J. Building rice ahau'Is Aro to Int• eXIer;orun(lntshod tound:)don svrraeo or form boa al.
4. Flovailons scorn hereon, 11brly, an; asc(rmod Jolf wero obtained hon) aopr0ved
conatrucrion pans p:Ovklcd 61• the C'lont unless olhem•ac notod, anti aro :halon
only to depk7 hho p,•Dposed or actual diFuenco in ele,YValion rCl;illvz to the Os:umul
t,,mo0rary B-in:hnlark shorn hemon.
S. the pared s :own (wcon is suh/eet to at/ a i cmenl$, rescNaYoils, res1r;c0oror. and
R;hls-ol-w y of roeord wholhcr depictod or not on 110 document. No soarh of tho
Public Rdco:di has been made by (Mr DhICr.,
6. Tho ragal lltuCnption Mown hereon is as turnishod by Client.
7. Platted and measured dislancaS and directions aro (tic samo unless otherwise noh:d.
H. Copes of (hu Survoy may be Trade ler Me origin:l transaction tiny,
Denolbs 4' van rM lsi(h plask cap marked 1`.04937, or "";ron rod tsvfh
rad plaSriC cap morked'V aness Comor', unless CIAL twist+ noted.
O Denotes P.C.P. (Parmanert contrvlpolnr)
0 Denotes Permanent Reference t{otiumonl
ZI 2012 h'er`e, t Associalos enc. All righ[3 ra:arvad
Ybcco
tw,,,,
on 2X, Sfi1
tt011.13s:2603 RncrLand;ngD;ird1Q J .t 11411 `',
Zs
ce-CA '
I
ETI3ACKS:
Flint: 21.5' Side :7,17' Roar: 4.5'
SEA BASE:Thr beadngo shmvn hereon srv, Wsed upon the
ea!tam plot boundnry as being 1700' 10VO W,
i
VarilG?l dolum is ba9ed on on9ineering plans at pro:;dod b, the 6a.,) t.
pfeDrrod by Evans EnginMhig, Inc., JOb:2 12001.
j Leguod prS ov::t
F9 Temp, ary 1 teinnark 0,P o, orr;e!'Ncves nook
assumto dawml rs P:AI cZwx
MY ackolUJenv.x PC Porroreurnv!wv
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ChucA-vdby: DLP
Prnparvd for. Af/1 HOM05
Job Number, 07-006.02
Scale:l"tssg'
Plot Plan Porfomrod. 07.02. 12
Formboarri Survey: 07.12-12
Frnal SurvDr- 1144.11
Rovisiono:
UILDING'1PERMIT
Min max
REVISED: June 2014
REQUIRED INSPECTION SEQUENCE
7 6- 9 9 6 Address:
I 1Ej6:E&fRICA1
Footer / Setback
Stemwall
Foundation / Form Board Surve
Slab / Mono SIa Pre our
Lintel / Tie Beam / Fill / Down -C-ell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins ection
Final Solar
Final Roof
Final Stucco /Siding
Insulation Final
Final Utili Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final single Family Residence
Final Buildino ((1thPrl
ERMYT
109[[nn Max In s ¢ctn®n 11Desern ta®
Electric Underground
Footer / Slab Steel Bonc
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
n
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