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172 Pinefield Dr
CITY OF SANFORD .� �.CEM BUILDING & FIRE PREVENTION �+ PERMIT APPLICATION .� ,,; MAY a S 2016 PP lication No: BY. A mented Construction Value: S Y$O.dD Job Address: % -� .Z 4tt c- (d Historic District: Yes ❑ No ❑ Parcel ID: -32- I� -3 1-11�- I C-- o p 6 -U i L U Residential [@ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: C G v, C r <- i- -t t- C, C r c e r c- o 0 Plan Review Contact Person: Phone: Fax: Email: Title: Name: Street: A 114 City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: 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. 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 1 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Property Owner Information Name Z-� r V 4- 11JI rc, // /7-c. Phone Street:—( --?;L, Resident of property? : (- City, State Zip: S54 Contractor Information Name Cl P%'11, V% L-tv' . Phone: Street: _�oaS- Sorsy 4/,i1Zr✓a&P Fax: W- a City, State Zip: "kC L 1? f1 2- State License No.: S, C L Q S- r '7 7 U Name: Street: A 114 City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: 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. 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 1 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Th 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 agtencies, 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/Agent Dau IkOL �_ I+C^\'% Print Owner/Agent's Name lid C?�� Signature of Notary -State of Florida Dau DwWa Ruth Unit NOTARY PUBLIC STATE OF FLORIDA . Cwn* FFt13r= ftlift 8/24/2019 Owner/Agent is ersonally me or Produced ID Type of ID Signature of Contractor/Agent Date L,-) t \ `\ G►M LA_JC.� ", C. Print Contract ent's Name 01�� 4& 5 &/O� tgnature of Notary -State of Florida 'RIVNI 8 Ruth Lir* NOTARY PUBLIC STATE OF FLORIDA . Commit FF93i222 �, � Expires 8/24/2019 Contractor/Agent isP Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building U� Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type; Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads .h APPROVALS: ZONING:�-� S-�C-� UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 454� 5-2Aw 16, Ok to 12'x 24' concrete and screen room as shown on plan. Meets area and dimensions regulations for PD. Revised: June 30. 201 S Permit Application SCPA Parcel View: 32-19-31-515-0000-0360 Property Record Card N9os.k J0�"�0"' alt Parcel: 32-19-31-515-0000-0360 6 Owner: HALE ROBERT P & NIRAMON P & HALE STEVEN A 1'i.V9110LL COl1JTM FLdlOA Property Address: 172 PINEFIELD DR SANFORD, FL 32771 Parcel Information I Value Summary Parcel 32-19-31-515-0000-0360 Owner HALE ROBERT P & NIRAMON P & HALE STEVEN A Property Address 172 PINEFIELD DR SANFORD, FL 32771 Mailing 172 PINEFIELD DR SANFORD. FL 32771 Subdivision Name CELERY LAKES PHASE 1 Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions Land Value (Market) — Page 1 of 2 I2016 Values orkmg I Values ertified I I Valuation Method Cost/Market Cost/Market Number of Buildings �1 1 Depreciated Bldg Value $109,228 +598,070 Depreciated EXFT Value Land Value (Market) — $23,000 $20,000 - Land Value Ag �-- Just/Market Value " $132,228 $118,070 Portability Adj - -y -- - - - - - - - - - Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $132,228 $118,070 Tax Amount without SOH: $2,403.00 2015 Tax Bill Amount $2,403.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 36 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $132,228 $0 $132,228 SJWM(Saint Johns Water Management) $132,228 $0 $132,228 County Bonds -------.--- - $132,228 � --- ----- $0 - - --- _$132,228 City Sanford $132,228 $0 $132,228 Schools $132,228 $0 $132,228 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 4/1/2016 08662 0025 $82,100 No Improved WARRANTY DEED 7/1/2015 08532 1572 $156,000 Yes Improved SPECIAL WARRANTY DEED 6/1/2015 08489 1613 $101,100 No Improved - --- -- - --- --- CERTIFICATE OF TITLE -- ---- - 12/1/2014 - - ---- 08388 - ---------------•• 0343 $100 - ----- No -- -- -- Improved SPECIAL WARRANTY DEED 3/1/2004 05251 1313 $141,300 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value http://parceldetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=32193151500000360 5/17/2016 Fat: 807-674.15M MAIN OFFICE Tog Free. 1247-S M�", 3005 Forsyth Road �� RX, 770 ® ."SUPERIOR IflllrterParf[(407)0a32711Q ' ALUMINUM INSTALLATIONS, INC. wee, IIMIsillatior% Show Room Order Na I , `1v Pdn�y P� Zo4. rt 3424 tf ferret BY Dere � secardary PlnorneJVr �h 3 Z 1 • �.1<'1- � / 5 k This Is a contact between Superlor Aluminum Instaliatlore. Inc. and 54c -eo bcr I + Al.,,, 41, I (the Cusromeq. who resides at Q �,e b ..11 zip 3 7 1 As used in Ills CMUML the words seller. we. us, and our refer to Superior Aluminum Installations. Inc. and the words you, your and buyer refer to the Custwner. Measurements and dimce dimensions are approximate for purpose of determining pri. Ali dimensions shown are Intended to be exterior (outside) dimensions. Final dimensions are subject to modifications to conform to standard factory fabrication, engineering. and building code. We agree to furnish all labor and materiel necessary to Install the following described: TYPE OF WORK TO BE DONE ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FUEL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUB- CONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CON- TRACTOR 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. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAR ABLE FROM THE FLORIDA HOMEOWNERS' CONSTAUCTON RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM. CONTACTTHE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADORES& Division of Professlons - Constmeeon Industry Licensir g Board • 1940 North Monroe Sbeel. Tallahassee, FL 32399.1009. Phone: 850487-1395 BUYER'S RIGHT TO CANCEL: Homearrne 'nmCW P#dTOCNW-dycudorolvmtlhegwdserdtrwvbasas sCpnAdedoneiaclgiedcoreacl you maycancel this agreemerd by melting a notice to the seller (Superior Aluminum Installations. Inc.). The notice must Indicate that you do not want the goods anNor services and must be posbnarked before midnight of the third bushness day after you sign #6 agreement TOTAL of 1/3 DEPOSIT WRH ORDER c oqTERMS: CASH or CHECK I M ON LAYOUT �. / O. CREDIT CARD I FINANCING IM ON INSTALLATION TO tWALLER p 3 - / (o 0 k/r► ONE YEAR OP GUARANTEED AND AArORKMAN$faP GUARANTEED 11 after going through the normal channel of operations. you are dissatisfied or haus any unresolved problems. please call and ask tot me persone0yet 007487-0788 Timoft Orle, President I Superior Altninlum Irelde0ons, Inc. THE 94ST/LLLATION WILL BE COMPLETE ON OR ABOUT io i* /z r✓ - rs (J� r Pit *%, f - IT 18 UNDERSTOOD BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CW NGE THE ESTIM KIM COMPLETION DATE BTATED ABOVE CUSTOMER'S INABILITY TO OBTAIN OR OUALIFY FOR FINANCING; INCLEMENT WEATHER; STROKES OR OTHER LABOR DISRUPTIONS; NON-AVAILABILITY OF MATERIALS; ENGINEERING; PERMITTING; ACTS OF G0D, BY SIGNING BELOW, YOU ACKNOWLEDGE THAT YOU OWN THE ABOVE PROPERTY AND THAT YOU AGREE TO ALL TEAMS OF THIS CONTRACT. THIS CONTRACT IS SUBJECT TO FINAL APPROVAL OF SUPERIOR ALUMINUM INSTMLAT10NS, INC, MANAG MEM AND SUPERIOR AWWNUW WSTALLATI21NINC. RESERVES THE RIGHT TO CANCEL THIS CONTRACT AT ANYTIME PRIOR TO STARL6FWORKIn CHmmo Sus Rsanrrour ;�� SG o y L/ L i�SV+n wlarw _ REV WS Papp t of 04/15/2016 PRI 13:09 PAX ®001/001 Swit4oLE COunrryMULTl AinisDi T70IVAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake,Mary, Longwood, Sanford, Seminole County, Winter Springs Date: L4 I S 1kto I hereby name and appoint k131 « SUPERIOR ALUMINUM INSTALLATIONS, INC. -T—�� _ 3006 fFL RD. an agent of,r� ee a,,�i , .� /� �wt.....`n w,�` �1..� Wli1TEo DOAK. FL 32782 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): 6--- All permits and applications submitted by this contractor. Or ❑ The specific permit and application for work located at: (Sbeet Address) Expiration Date for This Limited Power of Attomey: © ito License Holder Name*_I_l �. State License Number. C -Q*:-, S( Signature of License Holder. 11-41 i Zoos STATE OF FLDA COUNTY OF M 4.m The foregoing Instrument was acknowledged before me 06ay ofWENOM - 20 hft � � D . by who is eA��Dle or o hasrodu d as identification and who did (did not) take an oath. gig re of N \TE�Print cr type Notary e Notary Public • State ofj-_-jeiCVA •`� ° JESSIE SANTIAGO :Notary Public - State of Florida Commission No. Expires Sep 2, 2017 My Cohimission Expires: Commission # FF 050565 City of Sanford Aluminum Structures Permit Application Checklist J)D All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida. 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. 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). Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) site plans indicating proposed location. t,A— 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. 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. Two (2) copies of Florida Product Approval, including manufacturer installation instructions and product evaluation reports, for composite or elite roofing systems. (If applicable) 44*4- For Sunrooms - must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 A& ,& Contact Person information entered in Naviline? %Application forms stamped received and initialed Revised: February 2015 RECORD COPY Guide to Aluminum Construction in High -Wind Areas ASCE? Supplement to the 2010 Guide REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NPT 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 AEOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Published by the Aluminum Association of Florida 3165 McCrory Place, Suite 185 • Orlando, FL 32803 % nIN� www.aaof.org • info@aaof.org ©2010 J� 0 SANFORD �z OFPARe 16-1462 Chapter 2 - Screen Rooms ALLOWABLE SPANS for Primary Mer hers In Screen Walt (Posts/Cohmm) Wlnd Zone = 130 MPH Design Pressure: FOR Screen Mesh: 18114 15.8 Table 203d PSF Exposure B Mean Roof Height ? 30 ft Alloy: 600ST5/6061T6 Post / Column 4'-0" Load Widths or Sparing 4'-6" 5-0" S'-6" 6'-0' 6'-6" T-0' T-6' 8'-0' 2' X 2" X 0.046' X 0.046" Hollow 5'-8-(1) 5'-4-(1) 5'-1-(1) 4'-10"(1) 4'-7"(1) 4'-5'(1) 4'-3"(1) 4'-2"(1) 4'-0"(1) 2" X 3" X 0.05" X 0.05" Hollow 8'-3"(1) 7-10"(1) 7-5"(1) T-1'(1) 6'-9"(1) 6'-6"(1) 6'-3°(1) 6'-1"(1) 5'-10"(1) 2" X 3" X 0.05' X 0.05" Snap 8'-11'(1) 8'-5'(I) T-11"(1) T-7'(1) 7'-3-(1) 6'-11'(1) 6'-9'(1) 6'-6'(1) 6'-3'(1) 2' X 4' X 0.050' X 0.050" Hollow 9'-7"(1) 9'-0'(1) 8'-7-(1) 8'-2-(1) 7'-10-(1) 7'-6'(1) 7'-3'(1) T-0'(1) 6'-9'(1) 2' X 4' X 0.05" X 0.05' Snap 10'-7-(1) 10-0"(1) 9'-6'(1) 9'-1'(1) 8'-8'(1) 8'-4'(1) 8'-0"(1) 7'-9'(1) 7'-6'(1) 2' X S" X 0.050" X 0.050' Hollow 9'-11"(1) 9'-4'(1) 8'-10'(1) 8'-5"(1) 8'-1"(1) T-9"(1) 7'-6"(1) 7-3"(1) 7'-0"(1) 2"X4"X0.046'X0.10" SMB 8'-9"(1) 8'-3"(1) 7-10"(1) 7'-6'(1) T-2-(1) 6'-11"(1) 6'-8'(1) 6'-5"(1) 6'-2"(1) 2"XS"X0.05'X0.116" SMB 10'-8"(1) 10'-1'(1) 9'-7"(1) 9'-1-(1) 8'-9"(1) 8'-5"(1) 8'-1'(1) T-10"(1) 7'-7-(1) 2"X6"X0.05'X0.12'SM5 11' 11'(1) 11'-3'(1) 10'$"(1) 10'-2'(1) 9'-9"(1) 9'-4"(1) 9'-0"(1) 8'-9-(1) 8'-5"(1) 2'XT'X0.055'X0.12" SMB 13'-3"(1) 12'-6'(1) 11'-10"(1) 11'-3"(1) 10'-10'(1) 10'-5"(1) 10'-0'(1) 9'-8-(1) 9'-4-(1) 2'X8X.072'X0.224" SMB 24'-8-(2) 23'-3"(2) 22'-1"(2) 21'-1"(2) 20'-2"(2) 19'-4"(2) 18'-8"(2) 18'-0'(2) 17'-5'(2) 2'X9"X.082"X.306" SMB 31'-6'(2) 29'-8"(2) 28'-2"(2) 26'-10"(2) 25'-8"(2) 24'-8"(2) 23'-10'(2) 22'-11"(2) 22'-3"(2) 2'X10"X.092"X.389' SMB 37'-11"(2) 35'-10'(2) 33'-11'(2) 32'-5"(2) 31'-0'(2) 291-10"(2) 28'-9"(2) 27-9"(2) 26-10'(2) 3" X 3" X 0.090" Hollow 10'-8'(1) 10'-1-(1) 9'-6'(1) 9'-1"(1) 8'-8"(1) 8'-4"(1) 8'-1'(1) 7-9"(1) T-6'(1) 3" X 3' X 0.125" Hollow 14'-1"(1) 13'-6'(1) 12'-10"(1) 12'-2'(1) 11'-8`(1) 11'-3"(1) I 10'-10"(1) 1 10'-5"(2) 9'-8-(2) ALLOWABLE SPANS for Primary Members IN Screen Walt (Posts/C lkarm) Wind Zone = 140 MPH Design Pressure: FOR Screen Mesh: 18/14 18.5 Table 203e PSF Exposurell Mean Roof Height ? 30 R Alloy: 6005'r5/6061T6 Post / column 4'-W Load Widths or Spacing 4'-6" 5'-0' S-6" 6'-0" 6'-6' 7'-0" 7-6" 8'-0- 2' X 2' X 0.046" X 0.046" Hollow 5'-3-(1) 4'-11"(1) 4'-8"(1) 4'-6"(1) 4'-3"(1) 4'-1-(1) 3'-11'(1) 3'-10"(1) 3'-8"(1) 2" X 3' X 0.05" X 0.05" Hollow 7-8"(1) 7'-3'(1) 6'-10'(1) 6'-6'(1) 6'-3-(1) 6'-0-(1) 5'-10'(1) S-7-(1) S -S"(1) 21 X 3" X 0.05' X 0.05" Snap 8'-3"(1) T-9"(1) 7'-4-(1) T-0"(1) 6'-9'(1) 6'-S"(1) 6'-3'(1) 6'-0'(1) 5-10"(1) 2' X 4' X 0.050" X 0.050" Hollow B'-11'(1) 8'-4-(1) 7'-11"(1) 7-7"(1) T-3"(1) 6'-11"(1) 6-9"(1) 6'-6"(1) 6'-3-(1) 2" X 4" X 0.05" X 0.05" Snap 91-10"(1) 9'-3-(1) 8'-10-(1) 8'-5"(I) 8'-0'(1) 7'-9"(1) T-5"(1) 7'-2"(1) 6'-11-(1) 2" X S" X 0.050" X 0.050" Hollow 9'-2"(1) 8'-8"(1) 8'-3'(1) T-10'(1) 7'-6"(1) T-2"(1) 6'-11-(1) 6'-8°(1) 6-6'(1) 2-X4'X0.046"X0.10" SMB 8'-1"(1) 7'-8"(1) T-3"(1) 6'-11'(1) 6'-8"(1) 6'-4"(1) 6'-2"(1) 5'-11-(1) 5'-9"(1) 2'XS'X0.05"X0.216" SMB 9'-11-(1) 9'-4"(1) 8'-10"(1) 8'-S'(1) 8' 1'(1) T-9"(1) T-6"(1) T-3"(1) 6'-11-(1) 2"X6'X0.05"X0.12" SMB 11' 1'(1) 10' S"(1) 9'-11'(1) 9'-5'(1) 9'-0'(1) 8' 8-(1) 8'-4"(1) 8'-1"(1) 7'-10"(1) 2'X7'X0.05S"X0.12' SMB 12'-3'(1) 11'-7"(1) 10'-11"(1) 10'-5"(1) 10'-0"(1) 9'-7-(1) 9'-3'(1) 8'-11"(2) 8'-8"(2) 2"X8X.072"X0.224" SMB 22'-10'(2) 21'-7'(2) 20'-5'(2) 19'-6"(2) 18'-8"(2) 17-11"(2) 17'-3"(2) 16-8"(2) 16'-2"(2) 2"X9'X.082'X.306' SMB 29'-2"(2) 27'-6-(2) 26'-1'(2) 24'-10"(2) 23'-10"(2) 22'-10'(2) 22'-0"(2) 21'-3"(2) 20'-7"(2) 2'X10"X.092'X.389" SMB 35'-2'(2) 33'-2'(2) 31'-5'(2) 291-11'(2) 28'-9'(2) 2T-7'(2) 26'-7"(2) 25-8'(2) 24'-10-(2) 3" X 3" X 0.090' Hollow 91-10-(1) 9'-4'(1) 8'-10"(1) 8'-S"(1) 8'-1'(1) 7'-9'(1) T-5-(1) T-2-(1) 6'-11"(1) 3" X 3" X 0.125' Hollow 13'-3"(1) 12'-6"(1) 11' 10"(1) 11'-4"(1) 10'-10"(1) 10'-5"(2) 1t7-0"(2) 9'-8-(2) 9'-4°(2) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms COMPOSITE ROOF PANEL (REFER TO TABLE 201) RECEIVING CHANNEL WITH #14 X 3/4" S.M.S. @ 10" O.C. TOP AND BOTTOM OV -0 U.0 I COC° rJ p o C o 0 FASTEN TO FASCIA WITH 1/4"0 X 21h" LAGS 12" ON CENTER ALONG HEADER / MINAL FASCIA MA r AUGMENTED TO 2'. • a COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA W 3 W EXISTING # 14 SMS 10" ON CENTER THRU RECEIVING CHANNEL— INTO PANEL TOP AND BOTTOM 5 €0 WHERE PROXIMITY OF HOST EAVE PROHIBITS o~c INSTALLATION OF FASTENER INTO TOP OF PANEL, as FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS PER PANEL (THIS APPLIES ONLY TO MAXIMUM p 14. ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT !N OF 8, ALL OTHER APPLICATIONS REQUIRE SITE 0 SPECIFIC ENGINEERING) 0 • EXISTING MASONRY OR • . WOOD FRAMED HOST 0 STRUCTURE PERIMETER WALL ii EXTRUDED OR MINIMUM .040 THICKNESS 0 ROOF HEADER (A.K.A. RECEIVING CHANNEL).\.o • WITH 1/4"0 X 21/2" LONG LAG SCREWS FOR z LUMBER HOST 1 PER STUD - 3/8"0 X 2,. LONG MASONRY SCREWS FOR MASONRY N COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HosT @ 16• o.c. c� AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 0 O d 0 0 • �. _ ' EXISTING MASONRY • • OR WOOD FRAMED • « HOST STRUCTURE iE PERIMETER WALL U. 0 2" NOMINAL, , / MINAL FASCIA MA r AUGMENTED TO 2'. • a COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA W 3 W EXISTING # 14 SMS 10" ON CENTER THRU RECEIVING CHANNEL— INTO PANEL TOP AND BOTTOM 5 €0 WHERE PROXIMITY OF HOST EAVE PROHIBITS o~c INSTALLATION OF FASTENER INTO TOP OF PANEL, as FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS PER PANEL (THIS APPLIES ONLY TO MAXIMUM p 14. ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT !N OF 8, ALL OTHER APPLICATIONS REQUIRE SITE 0 SPECIFIC ENGINEERING) 0 • EXISTING MASONRY OR • . WOOD FRAMED HOST 0 STRUCTURE PERIMETER WALL ii EXTRUDED OR MINIMUM .040 THICKNESS 0 ROOF HEADER (A.K.A. RECEIVING CHANNEL).\.o • WITH 1/4"0 X 21/2" LONG LAG SCREWS FOR z LUMBER HOST 1 PER STUD - 3/8"0 X 2,. LONG MASONRY SCREWS FOR MASONRY N COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HosT @ 16• o.c. c� AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms ►a l Page z - i3 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 " 1" X 2" OB @ PERIMETER z NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO Cl ur WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS o INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 0 z 6" OF EACH PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) s O f ujz .HOST STRUCTURE ELEMENTS " CONNECTION WITH EXPOSED FASTENERS I" X 2" OB @ PERIMETER uj REFER TO NOTE #1 - THIS SHEET 2• # 10 S.M.S. FROM INSIDE FACE OF a w ui 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) 0 Fn REFER TO NOTE # 1- THIS SHEET o �• O 0 • HOST -STRUCTURE ELEMENTS ' z , N l7 2 CONNECTION WITH CONCEALED FASTENERS rl 9 P RTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CON ONS / 0 1 ►a l Page z - i3 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 2" X 2" HOLLOW HORIZONTAL (GIRT) I 1" X 1" X 1/8" ANGLES (LENGTH OF GIRT DEPTH LESS 1/2") WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 GIRT (DETERMINED BY TABLE) f- 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 1" X 2-1/4" X 1/8" %RECEIVING CHANNEL POST / COLUMN NOTE #1 : USE 1/4T X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 2- # 10 S.M.S. FROM INSIDE FACE O SCREW SPLINES OF HOLLOW GIR 1" EMBEDMENT MINIMUM.) CONNECTION W/CONCEALED FASTENERS PARTIAL ELEVATIONS] 2 X 2 GI TO 1 X 2 CONNECTIONS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 C4 2 Chapter 2 - Screen Rooms 1" X 1" X 1/8" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL EACH SIDE, TOP & BOTTOM) % 1" X 2-1 NG CHANNEL CHANNEL ALTERNATE J 11 11- POST / COLUMN CONNECTION W/ EXPOSED FASTENERS 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1-1/2" EMBEDMENT MINIMUM) - GIRT OR CHAIR RAIL SELF MATING POST CONNECTION W/ CONCEALED FASTENERS PARTIAL EVATIONS GIRT TO POST CO ONS C5 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms ROOF PANELS (SELECT �9 9E PER TABLE 201) -79-79°79'9`999-P9 9` ,t- Z- (4)-# 10 X 4" �- S.M.S. INTO 2"X 2" X.046" SCREW BOSSES CONTINUOUS HOLLOW POST HOLLOW POSTS W/ 2" X 2" HEADER ROOF PANELS (SELECT [-P�7. LE 201) o o 2" X 2" X.046" SELF -MATING POST (4)-# 10 X 4" S.M.S. INTO SCREW BOSSES SELF -MATING POSTS W/ 2X2 HEADER POSTS TO SIDE WALL HEADER CONNECTIONS ,J/ C6 ELEVATIONS @ WALL F \ 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 4 EACH # 12 SMS WITH 5/8" 0 20 GAUGE STEEL WASHER (GALVANIZED OR 304 STAINLESS) W/ BONDED SELF-SEALING MATERIAL (OR APPROVED EQUIVALENT) PER PANEL 3" RISER ROOF PANEL (SELECT FROM TABLE 201) SECTION ROOF PANEL FASTENING DETAIL #1 C2 (3" RISER PANELS) 2 1/4" 0 THRU BOLTW/ 4X- 0 WASHER @ 10" O.C. (TYPICAL) - 3/8" 0 REQ'D FOR 6" THICK ROOF PANELS CONTINUOUS ANGLE 2"X 2 X 1/8" FOR EDGE BEAMS R INTERMEDIATE BEAMS 2" X 2" X 3/16" THICK W/ It 14 MS @ 6" O.C. (TYPICAL) BEAM ELECTED FROM TABLE 20 (MAY BE HOLLOW OR SELF -MA NG/LAP EXTRUSION COMPOSITE ROOF PANEL (SELECT FROM TABLE 201) NOTE: THE 2"X2"XI/8" CONTINUOUS AN MAY BE ELIMINATED BY BOLTING THE COM SITE PANELS THRU THE SUPPORTING BEAM SECTION ROOF PANEL FASTENING DETAIL #2 ,,_ (COMPOSITE PANELS) 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 57 slll U 0 24•-0" s••s s• -s 1X3 E wAu TO HUUSIIVM 3ST10H Ol fXl 16' OVERHANG 1N.f ATTACH TO FASCIA BOARD X x A x S b x SCREEN 4 0 x N x N N m " 10'5' x x v KICKPLATE KICKPLATI 11f3 1X3 - °D x 3' INSULATED ROOF SAN x 2X3 2X3 fL 7561-R3 = N b F L. g s u � b o W o o & & o O uc z W 1•_4-'11 TO 3X2 1X3 TO 3X2 ��.r� cxW u H �ldli NOTE: FLORIDA BUILDING CODE 2014— 5TH EDITION AFF GUIDE TO ALUMINUM CONSTRUCTION 2010 RESIDENTIAL— MAX NAND SPEED -130 MPH/EXPOSURE -8- 2015 FLORIDA STATUTE 489.113 SECTION 9 (B) STATES: 'ANY STRUCTURE UNDER 1,200 SOUARE FEET DOES NOT REQUIRED AN ENGINEER'S SIGNATURE. FOR THE PURPOSE OF ISSUING BUILDING PERMITS. LOCAL BUILDING OFFICIALS SHALL ACCEPT SUCH DRAWINGS, SPECIFICATIONS, OR PLANS WHEN SUBMITTED BY ANY LICENSES CONTRACTOR. IDONOT SCALE DRAWING TO INFER A DMENSION NOT LABELED SCALE DRAWING TO INFER A DMENSION NOT LABELED 2X3 a SCREEN 2X3 SCREEN x SCREEN SCREEN 0 x N x N N 2X3 1 2X3 KICKPLATE KICKPLATE KICKPLATI 11f3 1X3 5'-53/8' -5-53/8. IL AFF GUIDE TO ALUMINUM CONSTRUCTION 2010 RESIDENTIAL— MAX NAND SPEED -130 MPH/EXPOSURE -8- 2015 FLORIDA STATUTE 489.113 SECTION 9 (B) STATES: 'ANY STRUCTURE UNDER 1,200 SOUARE FEET DOES NOT REQUIRED AN ENGINEER'S SIGNATURE. FOR THE PURPOSE OF ISSUING BUILDING PERMITS. LOCAL BUILDING OFFICIALS SHALL ACCEPT SUCH DRAWINGS, SPECIFICATIONS, OR PLANS WHEN SUBMITTED BY ANY LICENSES CONTRACTOR. IDONOT SCALE DRAWING TO INFER A DMENSION NOT LABELED SCALE DRAWING TO INFER A DMENSION NOT LABELED 2X3 a SCREEN 2X3 SCREEN 3I DOOR 3I x N x N 2X3 2X3 KICKPLATE KIO(PLATE 11f3 5' 53/8" 3' O 3' a" 71'1M' U Z Concrete Drawing Hale 172 Pinefield Dr. Sanford, FI. 32771 12' HOUSE 24' 31611 PRODUCT APPROVAL COVER SHEET CUSTOMER NAME: Hale CUSTOMER ADDRESS: 172 Pinefield Drive MANUFACTURER PRODUCT FL. PRODUCT APPROVAL # Elite Insulated Roof FL7561-113 Florida $uilding Code Online Page 1 of 2 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 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 lames L. Buckner, P.E. at CBUCK Engineering Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code � • r r • t,� t 1709.2 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015 NO pota SCIS lIm w Log In : User Registration HO Topa Suomt Surcho ge Slats S FWs Puhiket1wis FaC Stag aCIS SRO MaP Unks Search Busines ��) product Approval ®usElt: Professional Puaec Use, Regulation ftduct Aeereval men, > P[oOuG er AODllotron Search > ADDhaDon Us l > Application Detwll FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Ellie Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dkodoklmenglneering. net Authorized Signature Do Kim dkodokl mengineering. 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 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 lames L. Buckner, P.E. at CBUCK Engineering Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code � • r r • t,� t 1709.2 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FOC Approval Date Approved Summary of Products Method 2 Option B 04/30/2015 05/01/2015 05/10/2015 06/23/2015 Page 2 of 2 FL s Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"xl1b EPS Composite Panel, Panels 3"/4"/6"xO.032x11b EPS Composite Panel, 3"/4"/6'x0.024"x2lb EPS Composite Panel, 3"/4"/6'x0.030"x2lb EPS Composite Panel, Limps of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 11 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 FOC Section 1616 unless impact protection FL7561 R3 AE Elite Alum 171-7561-113 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.odf design pressures and spans. Created by Independent Third Party: Yes O Next Coman lis .: 1940 North nonroe Street. Tallahaccr FL 32399 Phone: 1150-4117.1824 The State of Florida 6 an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy State M :: :: Refund Statement under Flinch law, *mad addr*tses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, Contact the Office by phone or by traditional mad. If you have any Questions, please CoMaa 850.487.1395. 'Pursuant to Sedan 455.275(1), Florida Statutes, eReQNe October 1, 2012, licensees licensed Wrier Chapter 455, F.S. must provide the Department with an email address it they have one. The *mails 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, please provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please awt DM. Product Approval Accepts: ®®�® Credit! 3A E http://www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Renort Date: April 10, 2015 Report No.: FL# 7561-R3 Product Category: Roofing Product sub -category: Products Introduced as a Result of New Technology Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61 G20-3, Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code, 5's Edition (FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval. AU ' S,ONAL 4-25-15 Do Kim, P.E. FL #49497 P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 1 of 3 DO KIM & ASSOCIATESv LLC CONSULTING STRUCTURAL ENGINEBRS Sunuortine Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 5'" Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL -1001 titled " EPS Foam Core Composite Panels", sheet 1-1, prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 3. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc. (HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06- 2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI- 06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI- 05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use I. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 5''' Edition (FBC), Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 1 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. 6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the 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. 8. 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. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" and L/ 180 for spans > 12'-0"). 10. All supporting host structures shall be designed to resist all superimposed loads. IL All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. FL -1001. b. Allowable panel spans shall not exceed those listed in the tables of DWG. FL -1001. P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 3 of 3 ELITE PANEL SPAN TABLES: 1. Net allowable foods ore permitted to be multiplied by 1.67 to derive ultimate loods (psf). 3' x U 4 x I- t B rm PANF.1 S (ALLOWABLE CLEAR SPAN CHARTS) NEIMAX. ALLUWABIE SPAN (1-T) ALLOWABLE LOAD (PSr)' I L/80 I L/120 I L/180 I L/240 4' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NFT ALLUVABLE LOAD (PSr>1 MAX. ALLDVABLE SPAN (r7) .180 L/120 1.11180 L/240 d ism NOD 9742 193r- to I70Ism Mae tiY! u N 17 797 97 000 b 1 14•• 0.22 Y y 1 7D Bwz oat 190 u/ F7777=1 am Mfrw TAlr[ rine4 tLaw IPIIONN 6' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LUAU (PSr), MAX. ALLOWABLE SPAN (r T) L/80 L/120 L/180 L/240 Z300 V14 in -7 Fir- ORIF W lem IDOL WIS 90 tsn 1112 1513 1119 .0 1321 1 • 119• IL7• we LN 1!fast Y w7 Iw tY7 949 Al LLN LL•. LL.]0 » Ira 07 h D 4 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (rT) 3' x 0.0e14 4' x 0.032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSr)1 MAX. ALLOWABLE SPAN (m) L/80 L/120 L/180 L/240 to 2090 1 21.90 2011 Nt• P I9.N 11 • NEW Uri- 9 •1 17 U.19 2 III? N 17.74 122. 074 11A 9 92S Y UM • .00 » UN 1049 .29 1695• L Mfrw TAlr[ rine4 tLaw IPIIONN 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARIS) NET ALLOWABLE LOAD (PSr)' MAX. ALLOWABLE SPAN (fl) L/BO L/12D L/180 L/240 ORIF W -107- 32 2!LL 11.7 1942 1 D2 40 ua9 -IT('&- 1902 °O°O°°oO°0O°0O° 4 1 Ilu 1 u Y LL09 Itt2 fA! ALwf0AIM SO$ION ° 117! »n- -44- 3'x0.0:4 x2 -LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NEr MAX ALLOWABLE SPAN (Fl) ALLOWABLE LUAD (PSr), 1./80 L/120 L/180 L/240 1 w• 1 1 U•1 -0 • .0 •to 1276 10.51 Iia IC.D D • 7 » ILS? ILI& cc 1 p 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARIS) NET MAX. ALLOWABLE SPAN (rt) ALLOWABLE LOAD (PSr), 7/80 L/120 L/180 L/2.0 n cln La97 30 A A)7 77 IYM 1�» 199 1937 1621 au N 31-111. t►.lw - w0 A 14 1tJ7 Y » 1.79 It" Y 9 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (r7) ALLOWABLE LOAD IPSF)1 L/80 L/120 L/180 L/240 uIF292 R313 C300 FEW- lti u •-WI-5 u 2170 w1 63 lLat M-9 Nar Y M 2029 1 s 1).M 1 1 taro Get I Sao- (;I-N)-.RAI aw (;rN):RAI .4o n:5 L Composite panel, hall be coranwicd ming type 7007•H 154 alumilnun tucmCa, I w 2 PCF ASM M (••518 wpenter brwd CPS adlwre in alumlmnn lacing. wnh Asblamd Clwmlcal 202(10 ISO Blip. F461icaiiwt to N by lilile pawl pudlw e, only in anorJallec with appeoved Lbriewiun nwtholls. 2. I:hw uwYlnlwls nL,uNain a 111. 171 S (int) cla,s'lT' IesQ hung mel ar.• Nlai•S01 a)t(v1nrJ. ). 1 his sOwilicaeiwl W, beva Iksigeerd mud sheill be Ibblirmc&) in ac.ufdwwe with the.ceinimuceu7 o1'Iho Flo. ids Uoild6l; Code 31'lahlion (hit'), cwlynlsite )unels comply with Clulprl 7 Savun 720, Cha)url 8 J 1101180.1, t'Lw A ilueliw linish, u1NI Chapsr 26 k'r16w 2607• All los•Ol Wilding cUJe amriwi twins Shall M adhered to A Iequllyd. J. 'I lw deAglwr Ulall derma w by accepted eugilcel ing proelim IM allotcable loads foe site ipecl lire la ed condition, (iml diltg load vinhirmium) mint th,• Jain from dee udlowable limes tablss and spins in this aplim il. S. lh llcmou holies and allowahle Vans hale beenlisp W w nxel FIT(• ilwludwg Ilec IIVH% lu I IVII%, this prudTwl shall he used .it strecit"s -not to be consedeed living in as' per `.Potion 1016 unless Impact Icsismnec in arcordmuc to Ow I VVI 1/. R-41nIR'Ilwm] ale -net. 6. kdct) f.WIOF Of 2.0I1a, tKNII Use to Ito clop alleeteable hlallc wul slum Inure ee]liag in..rnnd:nln h) the Q14khMs fix Alwnillum Slime es Peel I and wnfnlw] in dw FIIC L haplcl 16 4311120. 7. Yesling Iws b-cn condnweed in arnnilalnr tV AS I M 1:72.05: Su•7tgllt lest dKowls Mr Building t'arlslnR•Aon. A. IL4lclenar 1.1r pu.1,: 111: I I.OS• 1488, 111.1'1.1W-2114•III: 1.0te.2006. 111`1'1.06-2105. 1 I 114x1.2067. III:)1415-I002.111"1I- Au•2107. IIF.TI.05. 1087, I II:11416.21169. Ill' 1'1.06.2070, I IFI I4RI.2071, I IF'r1-AS• 1994. Ilrl 1.05.1041.111: rwet.2072, 111`11.06.2071, 111:11.06•:074, III:rw-1990, 111.-11.05-1984• H1:11.05.11,)')7. 111:11.05.1485, 111:11.05.1495, Own 1.05• 1").111:1'1.05.1997. 111;114h-!1)77. III:11•US-TU2Y, 111:11.0)=:Ui,1, 111, rl-U3.2U)U, III: 11•U5.2W 1. IIKI 1.0.21118, 111:11• 115-21116. 11111.05-20) 1. HI: f1-05.211.18, I IF'I'1•QS• 21RrS, III; 11.OS-NWO, III: rl•IIS•2012. 'l. Li -al inrtnpul2lion shall tx alluw>.d fw figures within the Iabknt shown. 10. I'mwls w•leh Ian brrins sluff M LYNniJual vplituko m sinmlar palwls tsiUxNn 1'ml hemlt> I)nikll pNlrs.IMLll, 16n)• Ilwhall' DO KIM i ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS Poco. Topa tA4Y. N 11D/a TLL pl]I DST -0)!S 20N 11TAIBDAM. Drawing No. -FL -1001 SHEET IOFI SEA=CA-LLKING C0,11MJ0G Mfrw TAlr[ rine4 tLaw IPIIONN rA11IER ORIF W 1"OpC •' I.AX VIDIN pICIROtI(1T4 DAIQ 11/.'Irl *IN GOS) YO 9 °O°O°°oO°0O°0O° 4 CPS COLE u1 m( 2lR O°O°O°O °0°0°0°0°°° AM o°o°000 , ALwf0AIM SO$ION ° rACiNGS Op° CLEAR SVAN 0.) INSIDE TO INSIOC 00� Ox O 000 ,,L-Dt rR Of RECORD IU PRUVIOC ILLI COralf[I L ADD INItlw(SS Cr O° l 00 36' NA] IN FICNWIDTH M71 SIRUEIIIRE DINAR IT V. f I07AL R URE PANEL DE °° 111 PANEL T SID 2 LIKT r12' MALI AT SIDES) IH1$ Aw E S►AM IWS Q AN7 O2NER ENGIrgCE °O EPS ROOF PANEU SPAN DESCRIPTION DO KIM i ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS Poco. Topa tA4Y. N 11D/a TLL pl]I DST -0)!S 20N 11TAIBDAM. Drawing No. -FL -1001 SHEET IOFI ireiana bl HSSUGWLe5 Jul veyl1 ly, II I";' rdry 1301 ' S. International Parkway Suite 2001 Page 2 of 2 y Lake Mary, Florida 32746 Office -407.678.3366 Fax -407.320.8165 (As halt Road) (50' Platted Public Right -of -Way) Pinefield Drive N 89'38'17" E 50.00'i(P) r nniafni� N 89.38'17" E 50.00'(M) ' 4' Concrete Sidew Set W Rebar.F-L11 6 Cap " 7623' IV UtW1 Coieurancre SIttk P.C. located on Lot 37 40.00'(P Cor. Not Fnd. — Fnd. W Rebar asernent'.: I (No Identirtaetion) L---- JJL— J 20' Drainage Ease"51-=1 Set W Rebar S 89e54'5T W 50.00'(P) 8 Cap "LB 7623• S 89°5428' W 49.70'(M) Not Platted lood Zone: X Panel: 009OF ommunity, Number: 12117C Date: 09/28/2007 APPROVED PLANS CD CD 00 . . EMG. DEPT. J R9 Lot 37 mm Ok to 12' x 24' concrete and screen room as 0o shown on plan. Meets area and dimensions CaCR regulations for PD. MWA Fnd.'W Rebar (No Identification) MAY -2 3 2016 11 w E s Graphic Scale . a 4 3 60' Scale: 1"=31Y egal Description: Lot 36, Celery Lakes Phase 1, according to the Plat Field Date: 07/14/15 iereof as recorded in Plat Book 62, Page(s) 75-76, Public Records of Seminole County, Florida. -Legend- e • Calod"d Z Z ::.::::: : ROOf .:.:. :1. POP R CB • Caroms Bled - bb of adarpglst Cel Cps y ::::•::•::::::•:::•:::•::�::::,:::::: •.::..:• p w a : One Story Concrete PC - POW Poe Lot 35 .9 - Or~ Elsom" ••'. Block Residence o :E MOMM300 .'r. ' r:::::::::`.:: J J n' b •• . CD ( iD 0C) L - Raft Fad m Rae - Rebar a COP 3 • tion Flee - 4:-4 �� -lvrath Wel Rfa •Roofed w � Wap :LD- aWn Dlek Cset -Leap KR- Ilm.natBil TM• TYPIrJI ORB - MOW Rdmw Bock UE - Umry Emmrerd P. - L---- JJL— J 20' Drainage Ease"51-=1 Set W Rebar S 89e54'5T W 50.00'(P) 8 Cap "LB 7623• S 89°5428' W 49.70'(M) Not Platted lood Zone: X Panel: 009OF ommunity, Number: 12117C Date: 09/28/2007 APPROVED PLANS CD CD 00 . . EMG. DEPT. J R9 Lot 37 mm Ok to 12' x 24' concrete and screen room as 0o shown on plan. Meets area and dimensions CaCR regulations for PD. MWA Fnd.'W Rebar (No Identification) MAY -2 3 2016 11 w E s Graphic Scale . a 4 3 60' Scale: 1"=31Y egal Description: Lot 36, Celery Lakes Phase 1, according to the Plat Field Date: 07/14/15 iereof as recorded in Plat Book 62, Page(s) 75-76, Public Records of Seminole County, Florida. Is Based upon the L wq nrrwrresae tuo Door y ' Stoveyed tstdm -y0h don on ew Data Shm.n. eased an Irdorrrtsamn sAbuW�np Properties Deets have NIT Even Reseatdmd br Gaps ova mpa, andlbr F w to LMe IRS Notes � uw Berms W FlOW mlda owrd tarkdoA lh > HHubjed to any Fascranu andW ReWcOm of R.aad Ch@VW S)617= Fluids p� cow• pwoumv to secdon dW ►Besdnq Saab shown her m, Is Assu ned and Based town aro Uro darraesd "h W >BuUdbrp Ttea are" lobe teed m elcaabud Prapeny 1. M& aFence Ownerafdp Is NOT detandned : ND cls» s othe 0vvwint wled, u' IMrtles andAv Footers have NOT been bcoted UNI. e : a1AYg6F. i fH ,!e T u4 am � vid y be Pabiek K. 1 t ± toatrorafttuset-of 7 LB 7623 pwep�a B� 1S ' ro wn Signed: 07-16-16 Use of This S br Purposes Deter than IMmtded. W0W W "n Ver(nmlbn. 1 i PIOi Werw;SS Said Cerdw Parties. vZ be ops UsrJs Sob Risk mrd WM W Uabmty to ate Surveys. Notwtg hereon $I M *W and Embossed tlilh Seat shag be Cmtsuued b Giro ANY RWft or Bmlefds b Anyone oawr than ease Ce4ilhd. He No. IS -22766 .Thb Survey b WT Full ane Contpbm wafwW do WW*d Storey Report - Page 1 of 2 GADO iaa: WmtoAabebndAssot dmy lakes Phase 14S•22708/ -Legend- e • Calod"d PC - PWM W Ctrvaaaa Cents** POP R CB • Caroms Bled - bb of adarpglst Cel - coram sloreFmM PD.& - Pd s W eaplrurb0 esaL -Cmtoele PAL •Pabdtnthe D • Oesokaon PC - POW Poe DE - Or~ Elsom" PRY - Pemansas Rekros Esad. • Easement MOMM300 F.EWI - FMma1 E� Pr . Peas of Tmrpmdy R Padre FFE • Feblud Floor F.IegiOat L - Raft Fad - Found Rae - Rebar a COP tP • tion Flee Re: - RUovmed L -lvrath Wel Rfa •Roofed � Wap :LD- aWn Dlek Cset -Leap KR- Ilm.natBil TM• TYPIrJI ORB - MOW Rdmw Bock UE - Umry Emmrerd P. - Pip WN • WMV War P8 - Plat Book o - Dd is (cmmm AM%) -a . weed Fetrs -X- - Chain Lbdr Fares Is Based upon the L wq nrrwrresae tuo Door y ' Stoveyed tstdm -y0h don on ew Data Shm.n. eased an Irdorrrtsamn sAbuW�np Properties Deets have NIT Even Reseatdmd br Gaps ova mpa, andlbr F w to LMe IRS Notes � uw Berms W FlOW mlda owrd tarkdoA lh > HHubjed to any Fascranu andW ReWcOm of R.aad Ch@VW S)617= Fluids p� cow• pwoumv to secdon dW ►Besdnq Saab shown her m, Is Assu ned and Based town aro Uro darraesd "h W >BuUdbrp Ttea are" lobe teed m elcaabud Prapeny 1. M& aFence Ownerafdp Is NOT detandned : ND cls» s othe 0vvwint wled, u' IMrtles andAv Footers have NOT been bcoted UNI. e : a1AYg6F. i fH ,!e T u4 am � vid y be Pabiek K. 1 t ± toatrorafttuset-of 7 LB 7623 pwep�a B� 1S ' ro wn Signed: 07-16-16 Use of This S br Purposes Deter than IMmtded. W0W W "n Ver(nmlbn. 1 i PIOi Werw;SS Said Cerdw Parties. vZ be ops UsrJs Sob Risk mrd WM W Uabmty to ate Surveys. Notwtg hereon $I M *W and Embossed tlilh Seat shag be Cmtsuued b Giro ANY RWft or Bmlefds b Anyone oawr than ease Ce4ilhd. He No. IS -22766 .Thb Survey b WT Full ane Contpbm wafwW do WW*d Storey Report - Page 1 of 2 GADO iaa: WmtoAabebndAssot dmy lakes Phase 14S•22708/ REQUIRED INSPECTION SEQUENCE DP# <<. - % -k4.2 Address: 0 B@ilT.virvG Po:Rmar min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey p Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window poo Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL PERMLT 1%un max Inspection Description Electric. Underground Footer / Slab Steel Bond , Electric Rough T.U.G. Pre -Power Final Electric Final l�llan Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERtMtT Nun Max Inspection Description Mechanical Rough Mechanical Final in Max Inspection Description Gas Underground Gas Rough Gas Final THIS INSTRUMENT PREPARED BY: Name: svve� %{I v.n 7✓✓» Address: 3Dos- A0!2$ f 4 /to` ln.:n�P��r.,•1:1, 3•���i�, NOTICE DIF COMMENCEMENT Permit Number: Parcel ID Number: MARYANNE HORSEY SENINOLE COUNTY CLAW', OF CIRCUIT COURT & CONFIROLLER BY, 8700 F'9 735 (1F'ss ) CLERK'S 2016060238 RECORDED 06/10/2016 01:02:06 P11 RF•(PI)ING FEES `E10.00 RECORDED BY hdevure 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. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Loo- 3t; — Larw-S Ph,,sz- 1 / 171, Pr��-F.-eld fir• Pi5t-i. PGs 7S4 76 / San Yr, 2. GENERAL DESCRIPTION OF IMPROVEMENT: sL/=fin i'ptr.+. 4t- Con C/Qf4L- 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: j46♦t Hh 1 -7 Z /'-he 9'�Id D, s�n�+�IF F- I, Interest in property: Ch-vit ?l' Fee Simple Title Holder (if other than owner listed above) Address 4. CONTRACTOR: Name, SUPERIOR ALUMINUM Phone Number: 407-678-0500 Address. 3005 FORSYTH RD. WINTER PARK, FL 32792 S. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name- Phone Number: Address: 7. 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)(a)7., Florida Statutes. Name: 411 Phone Number: Address: 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 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Kober4- HAIe- (Signature of Omer or Lessee, or Ownets or Lessee's (Print Name and Provide Signatory's TiOe/Office) Authorized Officer/Director/Partner/Manager) State of lo -d County oflU= The foregoing instrument was acknowledged before me this by 0 Name of pars%n makmg statement who has produced identificatigrr [�[ype of identification produced: c Denelm Ruth Unk NOTARY PUBLIC STATE OF FLORIDA Comma FFW7222 Eores 8/24/2019 JUNI 18 20101 day of 1 f '(_A i 20 Who is personally known to me O OR Notary Signature;.••••:.; n _•/ CERTIFIEDCOPY— MARYANNEMO:tSE `t ''•'•'i CLERY trF Tf1E CIRC' IT COURT AND r COM'TROLIIr SEMIR r Y. FL I A rrlt°i f ......... `-= tdY DEPUTY CLERK