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HomeMy WebLinkAbout245 Loch Low DrRECEIV, CITY OF NFORD BUILDING & FIRE PREVENTION D JUN 2 ,2016 PERMAPPLICATION BY: Application No: — iia3 Documented Construction Value: • o 0 e. Job Address: S L O h LoyV D6 fbrcLof istoric District: Yes ❑ No ❑ Parcel ID: /0 -- 20 - 30-50L)- 0 Q 00 -OZ-40rResidential 13110 Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration❑ epaiyElem ❑ hange of Use ❑ Move ❑ Description of Work: old flew ' ►' cl Plan Review Contact Person: of Phone: NO% - 73 A - 7(o 9 8' Fax: eA. �rty 7er InfdFmdtion Name 1: Phone: o,7-978- y 8'O Street:9t1_5 LO c h LO VI Reside of pro rty? : Yllt 5 City, State Zip: 5co 347-7 ntractor In ormation Name I LL C OISW)Phone: - — 7(0 1�8 Street: (o Ti 08 Fax: iyli4 City, State Zip: s 3 27 State License No.: ISI"r- t � // 9 1 (Q,T8 Architect/Engineer Information Name: IV iWiAJ XOr! Phone: Y0 7- 73q— 1470 Street: a to Fax: 888- 123- k1$i City, St, Zip: O r IOr rt L, E-mail: ctJ Ltmt nurn scretn n eS,'Sn @ y on Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNEIE 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. 1 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 Sball be inscribed with the date of application and the code in effect as of that date: 51° 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 compliance with all applicable laws regulating construction and zoning. Signature of Owner/A Date an'el �VQ1u.� Print Owner/Agent's Name of Notary-StSti of Vto 'e-• '% AMANDA GLISSON �My COMMISSION N FF917306 -ice EXPIRES rD Segaa 10, 2019 a Owner/Agent is Personally Kn wn Me or Produced ID _ Type of 1D rZ�- Signi—j!of C gent Dale C lawn O SW Print C for/Agent's Name 31� Signature of Notary-Sta f Florida AMANDA GLISSON My COMMISSION H F"17306 i MIRES: S10W* 019 a Contractor/Agent is Personally Known to Me or Produced tD 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING:( --27.I6. Sr" )TILITIES: COMMENTS: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: ENGINEERING: FIRE: BUILDING: 45F(-- 30- Ile Ok to install 26'-6" x 16' screen room with 3" insulated aluminum roof on existing concrete slab and screen room in front entry as shown on plan. Meets area and dimension regulations for SR -1A zoning district. Revised: June 30, 2015 Permit Application 5124/2016 SCPA Parcel View: 10-20-30.5CU-0000.0240 Property Record Card Parcel: 10-20-30-5CU-0G00-0240 P� Owner: FIGLEY DANIEL H ccr+o��oas+ntranwox Property Address: 245 LOCH LOW DR SANFORD. FL 32773 Parcel Information Parcel 10-20-30-5CU-0G00-0240 Owner FIGLEY DANIEL H Property Address 245 LOCH LOW DR SANFORD, FL 32773 Mailing 245 LOCH LOW DR SANFORD, FL 32773-5549 Subdivision Name HIDDEN LAKE UNIT 1-D Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(1995) O t7 y�sr 64.1 7 Z , 613 rolb 1y 1053A 1 t,� 25 A �' A �Seminole County GIS Legal Descripdon LOT 24 BLK G HIDDEN LAKE UNIT 1-D PB 17 PG 58 Taxes Value Summary Tax Amount without SOH: $1,168.86 2015 Tax Bill Amount $702.75 Tax Estimator Save Our Homes Savings: $466.11 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depredated Bldg Value $88,243 $78,292 Depreciated EXFT Value $1,450 $1,500 Land Value (Market) $21,000 $18,000 Land Value Ag $50,000 $25.234 Just/Market Value •• $110,693 $97,792 Portability Ad) SPECIAL WARRANTY DEED 3/1/1993 Save Our Homes Adj $35,459 $23,081 Amendment 1 Adj CERTIFICATE OF TITLE 10/1/1992 P&G Adj $0 $0 Assessed Value $75,234 $74,711 Tax Amount without SOH: $1,168.86 2015 Tax Bill Amount $702.75 Tax Estimator Save Our Homes Savings: $466.11 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Amount County General Fund $75234 $50,000 $25,234 Schools $75,234 $25,000 $50,234 City Sanford $75.234 $50,000 $25.234 SJWM(Saint Johns Water Management) $75,234 $50,000 $25.234 County Bonds $75,234 $50,000 $25,234 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2007 06731 94 $100 No Improved SPECIAL WARRANTY DEED 8/1/1994 02813 Qg]¢ $100 No Improved QUIT CLAIM DEED 3/1/1993 02568 1077 $100 No Improved SPECIAL WARRANTY DEED 3/1/1993 02553 1845 $100 No Improved CERTIFICATE OF TITLE 10/1/1992 02491' 05 $56,200 No Improved WARRANTY DEED 6/1/1984 01554 ]yg $55,800 Yes Improved WARRANTY DEED 12/1/1979 01259 1056 $35,100 Yes Improved WARRANTY DEED 8/1/1979 01240 0505 $43,900 Yes Improved IFind Comparable Sales Land IMethod Frontage Depth Units Units Price Land Value I hV://parceldetail.scpail.org/ParcelDetaillnfo.aspx?PID=10203050006000240 V2 WWW.ALUMINUMMAGIC.COM Customer: Address: F1 Sales Contract ALUMINUM MAGIC LLC --It cialty Contractor - licensed and Insured FL License # SCC131151658 JUN' 7 : 201§76 Pet nia Terrace #308 Sanford, FL 32771 Office M (407) 732-7648 $y- uminummagic@outlook.com Email: BDU cfVAWOM46a17710,44 Zr S 0-rf0fa Home M N I Mobile #: 4o l — ff 78— Prolect Details: O Sun Room WInd4ws; 13 Glass yrs: Concrete: Slab dimensions x Color: E3 Screen Enclosure O Porch / Lanai bronze O Acrylic ►®[Seamiess 6" O Super 7- Footer size x Linear ft O BRONZE O Pool Enclosure O Patio / Carport Rescreen O Repair clear grey O Vinyl 1� / Linear ft _ ��,,// Door pads: qty size pa,WHITE __ Screen Room E3 Concrete Style: rr popm 17- 11V4 vbxxp Z- aoo�2.s ZY II I/ A b lKAttach to fascia O Attach to house wall Roof Swig: Studio D Dome O Gable OShed O Mansard p Hip (Insulated 3' 4" 6" Fan Beam(s) OPanR f Roof 3 x � Color: JKWhite OAlmond O Other Screen: I18x14 1] 20 x 20 O Super Screen O Other R Kickplate 8" 16" 24" Smth p Hardy Board 16" 24" Inside color outside color *Homeowner to supply paint to match house color miaon Door A: Hinge O L OR Set Handle: OMid O High Door B: Hinge O L OR Set Handle: OMId O High By signing this contract you acknowledge that you are the homeowner of the above stated property and you agree to all terms of this contract. You agree that you have read all terms of this contract, both front and back, and upon completion of project will pay Aluminum Magic LLC full remaining contract balance. If full balance is not paid within 14 days of project completion, a finance charge of 1.5% will be added monthly until balance Is paid in full. , f g-bnT GM Y 11VC-I;c,I g'P 4:5-oiq " 1��os,1T TOTAL AMOUNT (all costs included) 1/3RD�E�PO$IT��`UPON SIGNING: 1/3RD DUE//( ) 74900 . . TI/os - - 10 ,2-100" •• j I FINAL PAYMENT UPON COMPLETION: dam& Oi% ACCORDING TO 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 A 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 PORPERTY 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 RECOMMEDED THAT YOU CONSULT AN ATTORNEY. UQULEkAWNER TO OBT HOA APPROVAL (if necessary) PRIOR TO START OF WORK (homeowner initial) BUYER (OWNER): <Zlootle DATE: REPRESENTATIVE: DATE: THIS INST INSTRUMENT BY: Name: S S Address: MARYANI4E MORSEr SEMII'IOLE COUNTY CLI -10 .)F CIRCUIT COURT & COMPTROLLER BK 8713 Ps 1291 (INS) NOTICE OF COMMENCEMENT ECORDED"06/?3/2016802:1s:3:i f'lh RECORDING FEES $10-00 State of Florida 'RECORDED BY lidevore County of Seminole Permit Number: Parcel ID Number: O ^ - 30- .SC Q— 0 Go O — OR �I �i 0 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. DESCRIPTION OF PROPE TY: (Legal description of the property and street address if available) Cor ay BL- Li Hj1t>SE1%) LAX -AF Q»IT I -h 'EA j? PC758 a& 5- 1-0 C14 C.Otom/ 172 S19iVFd2 b GENERAL DESCRIPTION OF IMPROVEMENT: Ak v4I 60 dos Q d 1 r r scI en itoo r* cJ 31 1 rr -S P OWNER INFORMATION: Name: Dan Le FA It,/ Address: %,J r W kebt Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: A-1up 16UM ffia IC LLC " Address: 27& t 1i1fLlU. TP11i')Ce ��� �f 12 a, l 12-77f Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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, t� FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A r NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST O INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY CV BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. '100 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 a belief. r5 �>-oyo t rT7 Own ��iG Ll,hi 2 r{ � /A Ott,/ ��;�' ••:': � er's Signal Owners Printed Name -� f �i l,C s a6 F Florida Statute 713.13(1)(8):' T er sl sign the notice of commencement and no one else may be permuted to sign in his or her stead.' % 54 4 j W state of FLOR 1A9 County of C_,O /Ml00 L F The foregoing instrument was acknowledged before me this 3RD day of 4QA/G , 20 It- o a W by b2Ait f -7q le . Who Is personally known to me ❑ Name of 0efson mAing sta,-te-m,�e " T > L�f OR who has produced Identification type of identification produced: '✓ i. L 1 � =EXF1ReS-S0pteff*WrI0,20I9 SON o 091730ti, 2019 N e Signature Cr LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: L 7101(p I hereby name and appoint: A,-5Aa an agent of: (Name L/C to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): [� The specific permit and application for work located at: .?L/.s Low Low Dr ,5446ela 1 77 � (Street Address) Expiration Date for This Limited Power of Attorney: A10/VO License Holder Name:_/���Gt State License Number: ,SGC / 3 // S"/ L S F Signature of License Holder: STATE OF FLORIDA COUNTY OF SE/l'hyoz4r The foregoing instrument was acknowledged before me this ltday ofVNE , 200 1( �fif , by edaA Q/Sorl who is personally eonally known to me or o who has produced as identification and who did (did not) take an oath. Signature _�,, II. (Notary Seal) ti-- l I SSarI Print or type name AMANDA GLISSON -S*MY COMMISSION # FF917306 EXPIRES: SeVemba 10, 2019 (Rev. 08.12) Notary Public -State of Ft.o" D A Commission No. FF q/730 b My Commission Expires: /D& �2Ol i JUN 2 g 2016 BY: Aluminum tructures Peri All permit application packages must be complete prior to acceptance to the left or indicate n/a on this submittal. A complete application following: la#Auilding Permit Application completed, signed and notarized. correct address and complete parcel I.D. number. City of Sanford pplication Checklist . You must check each box package shall include the Application must include QA Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. OW Copy of applicable contractor's license issued by the State of Florida. 99) A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. f Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). E JA Completed and Signed Owner Builder Statement /Affidavit (if the owner is the applicant). ❑oiJ Two (2) site plans indicating proposed location. Two (2) copies of the signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. ' CIO Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include all framing sizes and types. Include any electrical devices to be added. Cl,Q Two (2) copies of Florida Product Approval, including manufacturer installation instructions and product evaluation reports, for composite or elite roofing systems. (If applicable) 0 0) For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 These guidelines were compiled to assist the applicant in preparing an aluminum structure permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 RECORD COPY ® ALUMINUM SCREEN DESIGNENN Aluminum & Construction Engineozinig *Plan Types: Screen Room 0 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 REVIEWED FOR CODE COMPLIANCE Patio Cover 5r- Other: PLANS EXAMINER DATE T— *Reference: fle`Ey NewFM Revisions Date: 6 *Project Address: zys t-*,, p✓L *City: 5'A-iV f&,lZ-J *Contractor Name: J 1_V 114 I NV to lwrr&I c (_ L <f A PERMIT ISSUED SHALL BE CONSTRUED TO BE A *Address: 276 r'Erviv/ ALICENSE TO PROCEED WITH THE WORK AND NOT AS �`F,Z 12 �'i C -> 3� 1✓ AUTHORITY TO VIOLATE, CANCEL. ALTER OR SET City: $/rVFo (Z �i_ ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL *City: Code: 7 Z 7 7 CODES. NOR SHALL ISSUANCE OF A PERMIT. PREVEN THE BUILDING OFFICIAL FROM THEREAFTER *Phone/Fax: -{o--7 717- 7 6 `-/$ REQUIRING A CORRECTION OF ERRORS IN PLANS, *Email: +/.,—, , ^ , ,.-. /0"I' c 0 o✓ t- 1.. o k. CONSTRUCTION OR VIOLATIONS OF THIS CODE Ga r *Choose One: Mail Pick UpFed Ex*� No of Copies *For FedEx option got to www.aluminumscreen esi n.com and provide FedEx account #) *Payment: Check Credit Card *E] `(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: ®SM 49018 OJ\�DiwG ® SANFORD NA3 D Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 4401 Vineland Road — Suite A6, Orlando, FL 32811 Office: 407-734-1470 Cell: 407-721-2292 #1 6 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 1 Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesian.com CA#30930 'FiR M ALUMINUM SCREEN_ DESIGN Aluminum S Consiroction Er,ginve;,ng EF 'Ultimate Wind Speed (mph): 130 Exposed Category: C Risk Category: Screen Room: Insulated Pan Roof ❑ Fascia Wall: Block ❑ Conventional❑ Uprights _ - x__.?L._ Top Plate Z x 3 Kick Plate Pool Screen_ /Cage: Dome ❑ Gable❑ Mansard ❑ Gutter❑ Wall: Block[] Conventional ❑ Beams x Uprights x Purlin x Car Port: Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams x Post x Patio Cover: InsulatedPan ❑ Fascia ❑ Wall: Block❑ Conventional❑ Beams x Post x C!xistin 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 construction between the plans and the general notes and design standard. 0ASD ALUMINUM SCREEN DESIGN ■. Alv-�r:•1,rr 8 ZerZIrLLI rjrr lrry I.n:•rn4 General Notes & Desian 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. Desien Codes: Florida Building Code 2014 (5'" Edition) Aluminum Design Manual 2010 ASCE 7-10 Desien Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 p) 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 vertically downward along any I foot of any member, 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. Desien 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 the contractor and must be submitted to the engineer for approval. 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 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com .0 ALUMINUM SCREEN DESIGN Alum:-vrn t Zer:ir►i.I un lny.r.rr:lny Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. _ 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 as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self—tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+24t) 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" mar for side lap and end lap fasteners shall be no more than 2" 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 shall be spaced at a minimum of 2.5 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 stringent dimensions and member sizes prior to ordering materials, 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'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 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'/." Reinforcine 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 A185 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 Alienment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ■� ALUMINUM SCREEN DESIGN .. S AIwnirvro oriiPuc.I on lnu.nss:in9 Beams & Uuriehts: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more 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 Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'4" 2 x 5 10'-0" 2 x 5 9'-0" 2 X 6 12'-0" 2 X 6 10'-0" Knee Bracine• 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 Y-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. Edee Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com �} Ti/aCKTJ Tb IY3 o2y /NS✓cr9r 2ooF /3' C&5�A x3 2•'3 N) N �N A N A W W w W 2x3 y fV 1\ 4) W W W ?..r3 N f� iv W Zx3 �} Ti/aCKTJ Tb IY3 o2y /NS✓cr9r 2ooF /3' C&5�A In the event of a conflict in member saes shown on the pans and the general notes, the contractor must utilize the more sbingent member sae n gW,ements. r 2•'3 N) N zK3 Zx3 M x Zx 3 r4 y fV 1\ x x N 2x3 N f� iv 2r3 Zx3 In the event of a conflict in member saes shown on the pans and the general notes, the contractor must utilize the more sbingent member sae n gW,ements. IV FiGL-Ey ZNS Goch low DR B � 5i9/dFoR f}C,uwrlNvr� mAGlc LLC r 7X3 2•'3 N) N Zr3 kl N Zx3 M x ?�3 A k r4 Zr3 Zx3 2r3 Zx3 JY3 Ira 1/v3 Ir. IV FiGL-Ey ZNS Goch low DR B � 5i9/dFoR f}C,uwrlNvr� mAGlc LLC r ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TRIS WITH R 10 2" FROM 3" INSULATED ROOF WITH #10 1"6" ENDS 24" OC. & TO 3" INSULATED ROOF WITH(6) 910 l" PERSIDE 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 2X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 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) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1 " PER CLIP 1 X3 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) 910 l" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP " INSULATED ROOF IS ATTACHED TO d,UMINUM STRUCTURE WITH 910 4" " FROM ENDS 24" O.C. 2X3 SIDE WALL TOP PLATE I X3 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 2X3 CHAIR RAIL I X3 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 DESIGN STATEMENT MICHAEL T14OWSON METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 4401 VINF,LM*,TD ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE AG @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 ORLANDO ' FL 32811 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 I. 9 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION �y CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS _6, CA#30930 �r ALUMINUM SCREEN DESIGN 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL " to 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. FILL IN DETAIL BOTTOM PLATE IS ATTACHED TO OCONCRETE WITH 2-1/4" X 1/4" TAPCON (5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. OALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" (# 10 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO OC ALUMINUM FRAME WITH 2 910 1" & 12-1/4" X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: OD BLIND SCREWED WITH (3) 910 3", CAPRI CLIPPED WITH (4) #10 l" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP O KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMMUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MIMMUM OF 1 1/8" EMBEDMENT DEPTH SUITE AG Q@YAHOO-COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO ' FL 32811 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 151`7 ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C. RISK CATEGORY 1. #47509 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 #30930 Page 1 of 2 Paida Depmx"d Busines BCIS Home I Log In I User Registration Product uApprOValProfessjl Sbi Hot Topics I Submit Surcharge - Stats & Facts Publications I FBC Stan I BCIS Site Mop ; Links j Search i Regulation Product Approval Menu > Product or Aoolkatbn Search > Application Us > Application Detall FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email W Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954)491-3700 elitealumOaol.com 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 © 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 0 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 6/30/2016 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"x0.032x1lb 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-R3 2014 FBC Installation Approved for use outside HVHZ: Yes Dwo.odf 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.Ddf design pressures and spans. 1 Created by Independent Third Party: Yes Bac- Nost Contact Us :: 1910 North Menroe Street. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an WEED employer. Copyright 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pease provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please clic- here . Product Approval Accepts. N® .%Lcurit%'.WTRICJ' 6/30/2016 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 MAX. ALLOWABLE SPAN (FT) 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOVABLE LOAD (PSF)I L/80 I L/120 I L/180 I L/240 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)II 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 MAX. ALLOWABLE SPAN (FT) 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS). NET I MAX. ALLOWABLE SPAN (FT) 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (r T) 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX ALLOWABLE SPAN (FT) GENERAL NOTES I. Composite panels shall be constructed using type 3003-HI54 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand FPS Where to aluminum facings with Ashland Chemical 20200 ISO grip. Fabrication to be by Elite parcel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (in) class 'B' (ext) rating and arc NER-501 approved. 3. 'This spaification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 56 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 specilic load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the H VHZ. In IIVI1% this product shall be used in structures -Trot to be considered li% Ing areas" per Section 1616 unless impact resistencc in accordance to the H V H/ - requirements arc met. 6. Safety factor of 2.0 kw been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Pan I and conforms to the FBC Chapter 16 and 20. 7. Testing has bum conducted in accordance to ASTM E72-05: Sttcnglh'rest of Pancls (or Building Construction. S. Reference test reports: Ifirfl-05.1988. IILT1-06-2104. HETI-W2066. lib -1'1-06-2105. HETI-06-2067. HETI-05-1002.IILTI- 06.2107. IfLTI.05.1987,11131'I.06-2069, 1101'1.06.2070. IILTI.W2071. IIETI-05.1994. IIF'r1-05.1991, HEI'1.06.2072. HETI-06.2073, HETI.06.2074, HE "5.1996, HET1.05.1989, HE -I1-05-1993. HETI-05-1985. HE r1-05.1995. HFTI.05- 1990, IIE'll-05-1997,11VI'I-05-2037. II01-05.2029, IILTI-05-2039. IIL•'f1-05.2030, IIEI'1-05.2041,111:1'1-05-20.18. Ilti1`1- 05-2036. fiETI-05-2031, IIETI-05.2038. HETI-05-2065, HETI-05-2030. IIETI-05.2042 9. Ltncar 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 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOVABLE SPAN (FT) ALLOWABLE LOAD (PSF)t I L/80 I L/120 I L/180 L/240 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) • • • • e■r• • • • • �• MAR SLOPE I •urs 1090e09090e0e 3s EPS CORE IL• OR 2La 0.gog0g0A DO KIM 1 A. ASSOCIATES. LLC CONSULTING, STRUCTURAL ENGINEERS q I-". FL a7Qia TO 013)aSTO033 ea" Fait Nw00aer ® m MFAOVAL 60 Cr ANFIIOVAL q °aura FOA Will FW A MzI Pftoaucr UF•OY1L m o� a n oarn O im UOO LL Y c 'c m ESU C $ SC a �, to J IyoU r0 W ---ALUMINUM ACSJol- 211 ~ SOX� FINGi 261 OO'REAR SPAN a) (NslaE l0 INslax arA.oaw.O Ft . 0° tC 4ORIOP ENGINEER OF RECORD TO PROVIDE O11 s FPP�11w STRUCTURE �T111L tar ADD VON TOTAL or Do OF PAWL vtu�I SIDDEs S NAL �! THIS OR ANT OTHER ENGINEER PANEL SPAN °0 (IiC MAR Ai SIDESI rn > w 0 a Ut V) � y H �U z 0 0Du U�W ur ?i O S7U?H ` O y U. N a W O J LL EPS ROOF PANEL/SHEEET t OF SPAN DESCRIPTION Drawing T IIF t -1001 o, t �;y . `i K • w LSI IOL1 QS2d SVI w I y 4'. v `LP Ft • °y - ; ,.,f`';�;,�, ,,.. , ,.: • � � �12D 0'�' i'► T; ; •; :1h` / IOT 23 lurn iftl� (11 BLOCK G al " M ON lits a j a►w ;,� 10T 24 V em ,• :� BLOCK LIM c� : � ID • � rf \ F �P \ pp_ P. c 1f' e o M 1117 . 7• C. L. F., OI i STONY C. B. �+ INC. C. b. +,; y+gar• y �\ RES. • 215 �y'� -.K�{ GAJ ♦ rr COM( I/A' i P No • / j ' . IM �� LOT 25 1�' P. c. r � 'e BLOCK G ��' M .'i� P. c —j tart \ twb PQ PLAT • r.K •. , .�'� ND COL POANI I T 1' I. v. i� vcteef l Ok to install 26'-6" x 16 screen room with 3" ld insulated aluminum roof on existing concrete slab v and screen room in front entry as shown on plan. �`- 1�' Meets area and dimension regulations for SR-1A zoning district. NOTE' THERE NAT SE ADDITIONAL S - RESTRICTIONS THAT ARE NOT SHOWN ON THE PLAT THAT MAY K FOUND IN THE PUBLIC 4 RECORDS OF THIS COUNTY, M11M LEGEND: \. r OQTA IIT. RESIDIECE NM - NIIIIT-pF-wr M. - Ig1TN �• K •IMI AIR IW mm AYE. - AYTONIE NSD • NAIL AM 01711 7 ' SOTRN R; LF. til vlPC P-CP. • PGW*J Q C41W POINT V. STIEET IN Ai NEAIM E - EAST �.' . cow G K- OOM I% 1OME1tT LIL LANE Ts7. • TYrnICAL N - NEST �• DRAIN.• WAWA E ON AMI' COWIINATIDN pr • CORED r_ I- • OWINI UMTf rEl[E CT. • CDUIIT a1aX,E K F. - ow Fes[ OIL I" IZ - CENTERL I NE THEREOF SUCK AS SE. 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IMQaI !AM ON THE 11 TNEAT R/W _ :'•�. 1= LOW 01111. 4 BEING 351031' 1/'W r ' NEV I L A. AMPBEL , • P. L . S. 3355 �. .VALID UKESS S I REQUIRED INSPECTION SEQUENCE DP# 1I., - 1'163 Address: BUILDING PERMIT Min Max IIns ectnon Descri Pion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing - Walls Sheathing - Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility 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 Building Other REVISED: June 2014 ELECTRICAL PERMIT Min I Max I IInsvection Descri®tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT 1V1[in Max Inspection Description Mechanical Rough Mechanical Final Ii�llin M[ax11 ectaon Description Gas Underground Gas Rough Gas Final