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HomeMy WebLinkAbout2240 Brookridge Trl (3). Job Address: ME CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l (O — =3 3 X Documented Construction Value: $3, 1 (. 4, NL 3d-1 l 3 Historic District: Yes ❑ No ParcelID: �b-,�a 2U-Sly-OD(�U-('�� �O Residential Q—c-ommercial❑ Type of Work: New12"'Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: _SL (-Ie- e_ y_% rocs w, Plan Review Contact Person: re✓ -.'y\ Title: Phone: 13-65'00 Fax: q0'7'(,7$ -SS6 o Email: n'► o. s�Sv oer i e� -1�1� Co.�, Property Owner Information Name I t CO J -e. r t Phone: Street: y 1-b() r,- ''1 Sl � R- 1 C, Resident of property? : Y C S City, State Zip: S(4� ,Xo r - a. F L 3 3 Contractor Information Name S� e� c % be �u w, i✓Lk W, v►SI� IIS, �iovr cr1.� Phone: 67--7k�bSbb Street: _ 30 0 ICe r tT4::6 R oa Fax: 4 07- (oi R --S & 0 City, State Zip: +-r a- P4 r k, FL_ -?a Z— State License No.: 5(-C OS9 77 y Architect/Engineer Information Name: 12 Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 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 $ T) DO 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 1 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 [CC 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. Nft' WEW . Signature of er/Agent Date myea IU-��fi y Print Owne /Agent's Name &"'M? '&i- (lIdllfi Signature of Notary -State of Florida Date Dwmto Ruth Link NOTARY PUBLIC STATE OF FLORIDA FF937M Owner/Agent is Persona•! �1q/2019 Produced ID _ Type of ID Signature of Contractor/Agent Date 14v//i 4, /2,r,4 /s Vj4)V,& rint Contractor/Agent's Name 11111 Signature of Notary -State of Florida Date Dettefta RuthWtk PUBLIC STATE OF FLORIDA Comndt FF937222 Contractor/Agen*NOTARY iffil to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: 111221((. UTILITIES: WASTE WATER: BUILDING: 56ZF'/ ENGINEERING: FIRE: COMMENTS: OK -0 1 8' x(3' Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# I1- 3\-%7 Address: 7-7-410, BUILDING PERMIT Min Max Inspection Description 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window I Ito Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Buildin (Other) REVISEID: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final NNE Ndin Max Inspection Description Gas Underground Gas Rough Gas Final Fax: 407478 -SM MAIN OFFICE Toll Free: 1-800.247-6766^ff) 3005 Forsyth Road FL Reg.0 RX11067027 SIJPERIOR � winter Park, Florida 32792 FL Lic. ft SCCO56770 (407) 678-0500 ALUMINUM INSTALLATIONS, INC. „ Sales, Installation, Show Room Order No. a(40qq o/3 Date Primary Phone (112- ` Referred By: �iL114.�1 JC.rH.tr/ Secondary Phone This is a contract between Superior Aluminum Installations, Inc. and (the Customer), who resides at a 2 y 0 R r'00 C (","e ,r►-. , 1 v Cc 1 ✓ Gr Zip 32173 As used in this contract, the words seller, we, us, and our refer to Superior Aluminum Installations, Inc. and the words you, your and buyer refer to the Customer. Measurements and dimensions are approximate for purpose of determining price. All 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 fumish all labor and material necessary to install the following described: TYPE OF WORK TO BE DONE: (.c)GrL Qto vi -Z OW- c-�_ S c rt e-', r o o wL . 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 FULL 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 THATYOU CONSULT AN ATTORNEY. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION 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 ABOUTTHE RECOVERY FUND AND FILING A CLAIM, CONTACTTHE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Division of Professions - Construction Industry Licensing Board • 1940 North Monroe Street, Tallahassee, FL 32399-1039, Phone: 850-487-1395 BUYER'S RIGHT TO CANCEL: Homeowm Three Day Right To Camel - 9 you do not want the goods and/or services as stipulated on this signed oonb'am you may cancel this agreement by mailing a notice to the seller (Superior Aluminum Installations, Inc.). The notice must Indicate that you do not want the goods and/or services and must be postmarked before midnight of the third business day after you sign this agreement. TOTAL 0 30 / frO n net ll d-51 l 1P 1/3 DEPOSIT WITH ORDER G � u.� &COC2 4 t 311u4ERMS: CASH or CHE 2-41 iOd t E+�1 LC -1 SDD.—Y/l I 1/3 ON LAYOUT 1/3 ON INSTALLATION TO INSTALLER RED C / FINANCING O EAR MATERIAL AND WORKMANSHIP GUARANTEED I If after going through the normal channel of operations, you are dissatisfied or have any unresolved problems, please I call and ask for me personallyat407467-0768 Timothy Orie, President / Superior Aluminium Installations, Inc. THE INSTALLATION WILL BE COMPLETE ON OR ABOUT f >k /O we -e- kr C- 4-cr P,,,,-„,, -(- IT IS UNDERSTOOD BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CHANGE THE ESTIMATED COMPLETION DATE STATED ABOVE: CUSTOMER'S INABILITY TO OBTAIN OR QUALIFY FOR FINANCING; INCLEMENT WEATHER: STRIKES OR OTHER LABOR DISRUPTIONS; NON-AVAILABILITY OF MATERIALS; ENGINEERING; PERMITTING; ACTS OF GOD. BY SIGNING BELOW, YOU ACKNOWLEDGE THAT YOU OWN THE ABOVE PROPERTY AND THAT YOU AGREE TO ALL TERMS OF THIS CONTRACT. THIS CONTRACT IS SUBJECT TO FINAL APPROVAL OF SUPERIOR ALUMINUM INSTALLATIONS, INC. MANAGEMENT AND SUPERIOR ALUMINUM INSTALLATIONS, INC. RESERVES THE RIGHT TO CANCEL THIS CONTRACT AT ANYPYE PRIOR TO START OF WORK. Date /% b Cust Me Sates Representativeyf�L �[ p f f y,�� G�Sy Customer REV a(15 Page 1 of THIS INSTRUMENT PREPARED BY: Name: Address: '1114%0. WINTER PARK, FL 32792 NOTICE OF COMMENCEMENT Permit Number. , I Parcel ID Number. /O -,Z d -• 3 U -_tel y�- 0000 -6 CI % d 1 It�ltl 11tit Iltll ttltt illli illl� till Iltl MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BY. 880E Ps 1163 (11`9s) CLERK'S T 2016120386 RECORDED 11/18/2016 0206:52 PM RECORDING FEES $10.00 RECORDED BY ,ieckenro 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) Le 4- W„ if: a Cwt- v e r,-- I n. 4 I -. k7e P R -71- Pr' -_S 2-4 - 2. GENERAL DESCRIPTION OF IMPROVEMENT: moyy% 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT. Name and address: Interest In property: Fee Simple Title Holder (if other than owner listed above) Name, Address: 4. CONTRACTOR: Name: SUPERIOR ALUMINUM Phone Number. 407-678-0500 Address: 3005 FORSYTH RD. WINTER PARK, FL 32792 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: tV lh Amount of Bond: 6. LENDER: Name: Phone Number. Address: N k 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: 444� Phone Number. Address: 8. In addition, Owner designates IV16 of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER., ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Q" 0 c'%'1 r I�z 1 ✓'A (Sign or owner or Lessee, or Owner's or Lessees (Print Name and Provide signatoys Tivetwee) lho d 0ftedDIrector/PmtmdManager) ..v.tb State of V� county of ✓� i' _1�jt-_ 1: =i i�"'`+.moi The foregoing instrument was acknowledged before me this dayof • ti 20 � ,.i",`.'r ='J --.._ by ho is personally known to me O OR rson olpement who has produced Identification pe of identification produ d: =� JESSIE SANTIAGO 01�r n`�4 •. Notary Public -State o1 Florida My Comm. Expires Sep 2, 2017 -;Fur r.o?,•• Commission # FF 050565 h tD1 Z J 1 ove T g pQ� W W 7 LL D VCLZ �Ou�' } VU %n ra ^W "" SEM/NOLE COUNTY MULT/%UR/SD/CT/ONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 11/21/16 I hereby name and appoint: Kevin Gervais an agent of: Superior Aluminum (Name of Company) 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): ❑✓ All permits and applications submitted by this contractor. Or ❑ The specific permit and application for work located at: (Street Address) -Expiration Date for This Limited Power of Attorney: 11/21/17 License Holder Name: Timothy Orie State License Number: SCC056770 Signature of License Holder: STATE OF FLORIDA COUNTY OF C?+G� The foregoing instrument was acknowledged before me this day of n-bVtfrL&r 20 16 , by Ti n' 60-J 0riQ who isll personally known to me or O who has produced as identification and who did (did not) take an oath. Q�_ b�' Signature of Notary Deneha Rulh Lbdc g'LNOTARY PuBUC TE OF FLORIDA FF937222 Expires 8/24/2019 ])4pj� LJjjy) Print or type Notary name Notary Public - State of — l d `; CJ` `t Commission No. f- el My Commission Expires: R /7.4 / l y C ourrv, aona raiwl IIOVIMOYVty Property Record Card Parcel: 10-20-30-514-0000-0960 Owner: CALVERT EMILY R Property Address: 2240 BROOKRIDGE TRL SANFORD. FL 32773 ' Value Summary Parcel 10-20-30-514-0000-0960 Owner CALVERT EMILY R Property Address 2240 BROOKRIDGE TRL SANFORD, FL 32773 Mailing 2240 BROOKRIDGE TRL SANFORD, FL 32773 Subdivision Name RESERVE AT LOCH LAKE Tax District S1-SANFORD DOR Use Code 0103-TOWNHOME Exemptions 00-HOMESTEAD(2014) Legal Description LOT 96 - -- - ----- RESERVE AT LOCH LAKE PB 76 PGS 27 - 33 Taxes - - --- --- --- Tax Amount without SOH: $2,325.06 2016 Tax Bill Amount $2,170.66 Tax Estimator Save Our Homes Savings: .$154.40 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working 12016 Certified Taxable Value Values Values Valuation Method Cost/Market- Cost/Market -- Number of Buildings - 1 - -� }1 Depreciated Bldg Value S131,757 $126.564 $50,000 S99,903 County Bonds Depreciated EXFT Value $50,000 S99,903 Land Value (Market) ------- $30.000 ---------�-- $30,000 -------- Land Value Ag Just/Market Value " $161.757 $156,564 Portability Adj --_--- — � Save Our Homes Adj 511,854 - $7,703 Amendment 1 Adj — ----- ---go --- --, PBG Adj- 50--- Assessed Value S149,903 $148.861 Tax Amount without SOH: $2,325.06 2016 Tax Bill Amount $2,170.66 Tax Estimator Save Our Homes Savings: .$154.40 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Schools $149,903 $25.000 $124,903 City Sanford $149,903 $50,000 S99,903 SJWM(Saint Johns Water Management) $149,903 $50,000 S99,903 County Bonds $149,903 $50,000 S99,903 CountyGeneral Fund $149,903 $50,000 S99,903 Sales Description I Date I Book I Page I Amount I Qualified I Vac/Imp SPECIAL WARRANTY DEED 12/12013 08178 0119 S155.800 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $30,000.00 530,000 Building Information Is Bed/Bath count incorrect? Click Here. # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rept Value Appendages Actual/Effective 1 SINGLE 2013 9 3 21 648 1.805 1.489 CB/STUCCO $131,757 $134,446 Description Area FAMILY FINISH GARAGE City of Sanford Aluminum Structures Permit Application Checklist 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. W+L-O" 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. 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) 1For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 \& Contact Person information entered in Naviline? G� Application forms stamped received and initialed Revised: February 2015 RECORD COPY ALUMINUM INSTALLATIONS, INC. COVER SHEET Florida Building Code 2014-5t' Edition AAF Guide to Aluminum Construction 2010 Residential- Max Wind Speed 130 mph/ Exposure B 2015 Florida Statutes 489.113 Section 9 (b) States any structure under 1200 sq.ft. does not require 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 licensed contractor. REVIEWED FOR CODE COMPLIANCE J PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE #16-3132 Guide to Aluminum Construction in High -Wind Areas ASCE? Supplement to the 2010 Guide Published by the Aluminum Association of Florida 3165 McCrory Place, Suite 185 • Orlando, FL 32803 www.aaof.org • info@aaof.org © 2010 Chapter 2 - Screen Rooms ALLOWABLE SPAl6 for Primary Members In Screen Walls (Posts/Columns) Wind Zone = 130 MPH Design Pressure: FOR Screen Mesh: 18114 15.8 Table 203d PSF Exposure B Mean Root Height 30 ft Noy: 600STS/6061T6 Post / Column 4'-0' load Widths or Spacing 4'-6" 5-0' 5'-6" 6'-0' 6'.6' T-0' T-6- 8'-0" 2" X 2' X 0.046' X 0.046" Hollow 5'-8'(1) T-4"(1) T-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-S"(1) 7'-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'(1) T-11'(1) 7'-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) 7-0'(1) 6'-9"(1) 2" X 4" X 0.05" X 0.05" Snap 10'-7'(1) 10'-O"(1) 9'-6"(1) 9'-1-(1) 8'-8'(1) 8'-4"(1) 8'-0'(1) 7-9"(1) 7'-0"(1) 2" X 5" X 0.050" X 0.050" Hollow 7-11-(1) 9'-4'(1) 8'-10-(1) 8'-4(I) 8'-1"(1) T-9"(1) 7'-6'(1) T-3"(1) 7'-0"(1) Z"X4"X0.04&%0.10" SMB 8'-9"(1) 8'-3"(1) T-10"(1) 7-6"(1) 7'-2"(1) 6'-11"(1) 6'-8'(1) 6'-4(1) 6'-2"(1) 2"X5"X0.05"X0.116" SMB 10'-8"(L) 10'-1"(1) 9'-7'(1) 9'-1"(1) 8'-9-(1) 8'-S"(1) 8'-1"(1) 7-10"(1) 7-7"(1) 2"X6'X0.05'X0.12" SMB 11' 11"(1) 11'-3'(1) 10'-8'(1) 10'-2'(1) 9'-9"(1) T-4"(1) 9'-0"(1) 8'4"(1) 8'-4(1) 2"X7"X0.0SS"X0.12" SMB 13'-3"(1) 12'-6'(1) 11'-10"(1) 11'-3"(1) 10'-10"(1) 10'-5"(1) 1O'-0'(1) 9'-8"(1) 9'-4"(1) 2"X8X.072"X0.224" SM8 24'-8"(2) 23'-3'(2) 22'-1-(2) 21'-1"(2) 20'-2'(2) 19'-4"(2) 18'-8"(2) 18'-0-(2) IT -4(2) 2-X9'X.082"X.306" SMB 31'-6'(2) 29'-8"(2) 28'-2'(2) 26'-10"(2) 25-8-(2) 24'4"(2) 23'-10'(2) 22'-11•(2) 22'-3'(2) 2'X10'X.092'X.389' SMB 37'-I1"(2) 35'-10'(2) 33'-11"(2) 32'-5"(2) 31'-0'(Z) 29'-10"(2) 28'-9'(2) 27'-9"(2) 26'-10'(2) 3' X 3' X 0.090" Hollow 10'-8'(1) 10'-1"(2) 9'-6"(l) 9'-1'(1) 8'-8'(1) 8' 4"(1) 8'-1'(1) TAT(1) 7-6-(1) 3" X 3' X 0.125" Follow 14'-1"(1) 13'-6"(1) 12'-10"(1) 12'-2"(1) 11'-8'(1) 11'-3'(1) 10'-10"(1) 10'-4(2) 10'-1"(2) A LLOWA BLE SPA M for Phinrery Members In Screen Walls (Posts/Columns) Wind Zone = 140 MPH Design Pressure: FOR Screen Mesh: 18/14 18.5 Table 203e PSF Exposure B Mean Root Height ? 30 It Alloy: 6005T5/6061T6 Post / Column 4'-0' Load Widths or Spadng 4'-6' T-0" 5'-6' 6'-0" 6'-6" 7'-0' 7'4" 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'-B'(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) 5-7 2' X 3" X 0.04 X 0.05" Snap 8'-3"(1) T-9"(1) T-4"(1) T -O"(1) 6'-9"(1) 6'-S"(1) 6'-3"(1) 6'-0"(1) 5'-10'(1) 2" X 4" X 0.050' X MOST Hollow 8'-11'(1) 8'-4"(1) T-11"(1) r -7-(I) 7'-3-(1) 6'-11"(I) 6'-9"(1) 6'-6"(1) 6'-3'(1) Z' X 4" X 0.05" X 0.05' Snap 9'-10"(1) 9'-3"(1) T-10"(1) 8'-S"(1) 8'-0'(1) T-9-(1) T -S"(1) T-2"(1) 6'-11"(1) 2" X S" X 0.050" X 0.050' Hollow 9'-2'(1) 8'-B"(L) 8'-3'(1) T-10"(1) 7-6"(1) T-2"(1) 6'-11"(1) 6'-8"(1) 6'-6"(1) 2'X4'XO.046"XO.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) T-9'(1) 2'X5'X0.05"X0.116" SMB 9'-11'(1) 9'-4'(l) 8'-10"(1) B' S"(1) 8 -1"(1) TA"(1) T-6"(1) T-3"(1) 6' Il'(I) 2"X6'X0.05"X0.12" SMB 11' I"(1) 10-4(1) 9'-11-(1) 9'-5'(1) 9 0'(1) 8' 8'(1) 8-4"(1) 81-1'(1) 7-10"(I) 2'X7'XO.055"XO.12" SM8 12'-3'(1) 11' T(1) 10'-I1"(1) 10'-5"(1) LO' -0"(1) 9'-7"(1) 9'-3"(1) 8'-11'(2) 8'-8"(2) 2"X8X.072"X0.224" SMB 22'-10'(2) 21'-T(2) . 20'-5"(2) 19'-6'(2) 18'-8"(2) 1T-11'(2) 17'-3"(Z) 16'-8'(2) 16'-2'(2) 2"X9"X.082"X.306' SMB 29'-2"(2) 2T-6'(2) 26'-1"(2) 24'-10"(2) 23'-10"(2) 22'-10'(2) 22'-0"(2) 21'-3'(2) 20'-T'(2) 2"X10•X.092'X.389" SMB 35'-2"(2) 33'-Z'(2) 31'-5'(2) 29'-11-(2) 28'-9"(2) 2T-7•(2) 26' 7'(2) 25-8'(2) 24'-10'(2) 3" X 3" X 0.090" Follow 9'-10"(1) 9'-4"(1) 8'-10'(1) 8' 4(1) 8'-1-(1) T-9"(1) 7'-S'(1) T-2'(1) 6'-11"(1) 3" X 3" X 0.124 Hollow 13'-3"(1) 12'-6'(1) 11'-10"(1) 11'-4"(1) 10'-10"(1) 30' 5"(2) 10'-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 "N \OFEA PERIMETER N z USE 1/4"0 'LONG LAG SCREWS INTO T AND 1/ 0 X 21/40 LONG CONCRETE SCREWS RETE R MASONRY CONSTRUCTION W E TYPICAL) SPACING 24" O.C. AND WITHIN � RPENDICULAR MEMBER 1" X 1" /16' GLES 2" LONG WITH 2-#B X 1/2" LONG N S.M.S AT EACH TYPICAL EACH SIDE, TOP & BOTTOM) t; O x HOST STRUCTURE E`MENTS CONNECTION WITH EXPOSED FASTENERS 1" X 2" OB @ PERIMETER \ Z REFER TO NOTE #1 - THIS SHEET n� E 2- # 10 S.M.S. FROM INSIDE FACE OF Lu 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 UT OB (1" EMBEDMENT MINIMUM.) rREFER TO NOTE #1- THIS SHEET N +I O HOST•STRUCTURE ELEMENTS CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS C3 2 1 Page 2 - 13 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 1 X 2 OB @ PERIMETER 1 X OB @ PERIMETER FASTEN PER NOTE #1 \ EN PER NOTE #1 2" "HOLLOW rRECCEIVINGXCHANNEL I \ \ 1"X 1" /8" ANGLES (LE TH OF GIRT DEPTH 1/2") WITH POST/ 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) NOTE #1 : USE 1/a"0 X 3" LONG LAG SCR WS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CON 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 OF 1 X 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS C� 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 VX1"XI/8 2" LONG WF S.M.S. AT EA (TYPICAL EA Chapter 2 - Screen Rooms 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 F HAIR RAIL SELF MATING POST CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNE CS 2 Page 2 - 15 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 0 Chapter 2 - Screen Rooms ROOF PANELS (SELECT PER TABLE 201) �7 77' (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 PANE I PER TABLE 201) (4)-# 10 X 4" 2" X 2" X.046" S.M.S. INTO SCREW BOSSES SELF -MATING POST POSTS TO SIDE WALL HEADER CONNECTION C6 (PARTIAL ELEVATIONS @ WALL FACE) 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 4 EACH #12 SMS V" 5/8' 0 20 GAUGE STEEL WASHEVANIZED OR 304 0 BEAM ' BONDED SELF-SEALING` APPROVED EQUIVALENT) 3* RISER ROOF PANEL (SELECT FROM TABLE 201) / SECTION ROOF PANEL FASTENING DETAIL #1 C2 (3" RISER PANELS) 2 1/4" 0 THRU BOLT W/ 0ASHER / 0 10" O.C. (TYPICAL) - 316' 0 BOl REQ'D FOR 6" THICK ROOF PANELS � � C n U v CONTINUOUS ANGLE 2" X 2" X 1/8" FOR EDGE BEAMS FOR INTERMEDIATE BEAMS 2" X 2" X 3/16" THICK W/ #14 SMS @ 6" O.C. (TYPICAL) (SES M°ABLE01) NOTE: THE 2"X2"XI/8" CONTINUOUS ANGLE MAY BEAM SELECTED FROM TABLE BE ELIMINATED BY BOLTING THE COMPOSITE 202 (MAY BE HOLLOW OR PANELS THRU THE SUPPORTING BEAM SELF-MATING/LAP EXTRUSION SECTION ROOF PANEL FASTENING DETAIL #2 C2 (COMPOSITE PANELS) 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 PaS Chapter 2 - Screen Rooms c COMPOSITE ROOF PANEL ac (REFER TO TABLE 201) 0 RECEWING CHANNEL WITH zo #14 X 3/4" S.M.S. @ 10" O.C. TOP AND BOTTOM • EXISTING MASONRY FASTEN TO FASCIA WITH OR WOOD FRAMEDuj a Y4"0 X 21h" LAGS 12" ON CENTER HOST STRUCTURE ALONG HEADER PERIMETER WALL NOTE: FASCIA MUST BE 2' NOMINAL, f 1" NOMINAL FASCIA MAY BE r AUGMENTED TO 2". o�c W COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA W C, 3 W WHERE PROXIMITY OF HOST EAVE PROHIBITS o~c INSTALLATION OF FASTENER INTO TOP OF PANEL, d FASTEN PANELS O BOTTOM W/ 6 EACH #14 SMS PER PANEL (THIS APPLIES ONLY TO MAXIMUM p • �' ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT Lu EXISTING FASCIA OF 8', ALL OTHER APPLICATIONS REQUIRE SITE 0 SPECIFIC ENGINEERING) 3 c • EXISTING MASONRY OR W O C) J J V C i v ^ o l J Ci WOOD FRAMED HOST STRUCTURE PERIMETER WALL a .cam ^o r1 p `i oco O o uj #14 SMS 10' ON CENTER �\--ROOF EXTRUDED OR MINIMUM .040 THICKNESS HEADER uj O � THRU RECEIVING CHANNEL (A.K.A. RECEVING CHANNEL)INTO Qc PANEL TOP AND BOTTOMWITH 1/4"0 X 21h" LONG LAG SCREWS FOR LUMBER HOST 1 PER STUD - 3/8"0 X 21/z" LONG MASONRY SCREWS FOR MASONRY N COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HOST @ 16" O.C. cc a O AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 PRODUCT APPROVAL COVER SHEET CUSTOMER NAME: Calvert CUSTOMER ADDRESS: 2240 Brookridge Trail MANUFACTURER PRODUCT APPROVAL NUMBER Elite Insulated Roof FL 7561 R 3 Florida Building Code Online Page 1 of 2 Business & Professional a iCii`d'JEq1f177Y11i� acts Home , Lop In use, -9—don Hot Topics i submit surcharge stats a Fags Publicatlom i FDC stag DCIS site Mao Unks : Sell" BusmesM-i Professional 0Lm": Public cUserApproval USER: Public user Regulation Piodud Apiningp(beny > Prppu[t er Aperrcaeon Search > Application List > Application Debll FL # FL7561-R3 .•r Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim d kodokimeng ineeri ng. net Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954)491-3700 elitealum@laol.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 1709.2 http://www. fl oridabui lding.org/pr/pr_app_dtl . aspx?param=wGE VXQwtDgsgJkzX 72BeuCe... 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 Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 37476"x0.024"xllb EPS Composite Panel, Panels 374"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EDS Composite Panel, Limits 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 FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-113 2014 FBC is provided. See Installation drawing for nominal allowable Evaluation.Ddf design pressures and spans. Created by Independent Third Party: Yes Caws U::: 1940 North Montee Stmt. Tallahassee FL 32399 Phone: 850-497.1824 The Sate of Florida is an WEED employer. CowrMm 2007-2013 State of Florida.:: Pnvacv Statement :; Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your !-mart address released in response to a public -records reouest, do not send electronic marl to this entity. Instead, contact the off" by phone or by traditional mad. If you have any ouesoons, 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 of they have one. The emalls provided may be used for Otliclal communication with the licensee. However email addresses are public record. If you d0 not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you arta licensee under Chapter 455, F S„ please didr f=. Product Approval Accepts: Credi'-' rA E http://www. floridabui lding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsgJkz.X72BeuCe... 7/9/2015 DO KIM ac AssociATEB, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report 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, 5'4 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. -A mno Au % e�OR%OP BS�ONAL �?��': .......... 4 -25 -IS 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 & A880CIATE9, LLC CONSULTING STRUCTURAL ENGINEERS Supporting 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, HETT-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 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 5h 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-H154 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. H. 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 roods are permitted to be multiplied by 1.67 to derive ultimate loods (pst). 3' x 0.0 4 x I - LB CPS PANELS (ALLOWABLE_ CLEAR SPAN CHARTS) NEIALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)' L/Ad 11120 1 (_/1811 I L/240 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NEI I MAX. ALLOWABLE SPAN (rT) 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NLI ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/210 10 Rete M= 1 1+24 a0 1 n • 1 .•+ 10 . 30 1a6177 I D -Mr- 40 107121]71 1224 07• ou"Il7: OVA RIF u962 gas W 139 11224 7 70 it 40 io.410 4.]0 p 1 • 179- rNlyda lcKlAt � , 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARIS) NEI ALLOWABLE LOAD (PSE)' MAX. ALLOWABLE SPAN (n) L/80 L/120 L/180 L/210 It for . • 4 20 4 23 1 1 --r-OFT- 30 m aft rlk! 1042 1702 w to -T . 13 >. 1 k 10.47 71e2 u w um us+ fur tine 70 17.1• H2O + 4 p saw 1 .712 7 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLCAR SPAN CHARTS) NI -r ALLOWABLE LUAD (PSF)' MAX ALLOWABLE SPAN (FI) L/80 L/120 L/100 L/240 t 1 . 0!1 u to nti 1 1636 1596 lino I►a► _7414- 1 4 1 • 1 1 •► _33j ou"Il7: OVA •1 1] w me Ic•e 0! .0 )e ILlr 111 E01 p I +N •67 rNlyda lcKlAt � , 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NEI ALLOWABLE LOAD (PSE)' MAX. ALLOWABLE SPAN (rT) L/80 L/120 L/180 L/210 n. 7 FL» 2512 ao+7 20 ID77 M77 l+q 1070 --IT3-) tali 103 10� •e 36 u]► ua! 1434 sa 7.1 17.1 . D+ 1 A7 000°000 ! 1 1 + » a.» H. IIAS 7J2 Op 00 o° Ell 7333-13!] +9 !1 SOMI Aexee7 o. SPAN a) INSI. ID I.I. 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (n) L/80 L/120 L/180 L/240 1s n es F S4Q� 043 » aro • 1 1 .e F135- -773- u so so nee --b-or- 1+01 N FOF+ FILED NN 17.+4 10 11 7 1 1 1 -TCU-- u uD. 8904 GENERAI NOr1•s I. Computhe panel, shall he conslnKwd uamg pylic 3U(13.11154 ahrmioun) rnciug5, 1 a• 2 PCI' AS I M ('•578 a•Drpenter b1mKl I:PS adivem w ulwnmonl lovings with Ashland L'lwmical 20201) ISO prep. 1•ab.ica6on to be by I?Iiec prowl puoultcb unly in uuunlalcr 111th ap)Kovrd labrirwiou uwdln.l.. 2. Chte mut )lDncla nniwnin a 111. 171' (iw) Fla»'N' IcSq reri.IB a tl are NER•501 appy cd. 3. I bio IlwLllicaliun Ilan barn designed mal ahull be 16b1iruleJ in .wwnlnnse wilb the reyuircwcol. of 11w 1100da NuildmU Code S'' Million (I'll( ). cmn)woite 1.11.6 comply wnh Chupwr 7 Sectimn 720. Chapter h S Nliun BILI. ('tato A inIC6 finish. ,NMI Clinpwr 26 Swi.112603. All I.wal Inold 1; coda anwlKlnwnls limit be .tdhrrcd to D. wyu4cd. J. 1 he desig.widroll detclmilw by accepted coginm'ing practice the allownble fields tai site • lceilie bud OMdddmn. (Including IoaJ 5'wnhmwions) using tlw door fmnn the ullou.lhlr load% Mblas will opawt in thin appwsvl. S. I)L 11coioln luniu and ullownhlr %pals bate been listed w wcel EllC including Ilw I IVII%. In I IVI I%, this prodtnl sball M used in sutetures "not 10 be considered living wraf' pa Section 1616 unlsss Impact ic­�isicncc in ecconlwxr to the I R'I I% reyutrmeall, are incl. 6. Snlety (twwr II0.0 No, tnccn use au detelup allutrable loads ulxl spim Imni testuug in.ceundlnnv it, The (iun(elinci for Aluminum Jlnctat" Pull I wed mn(ulu)a to dw I Ill' Cbapwl 16 ural 20. 7. 1 esung Ines been conducted in Iwruldwwe to AS 114 1;72.05- ShengW 1 Est of W,nwls in Dullding ('ulntlnwtion. -1 - S- 1 8 Itrfs•.rlwa• test IalnUnls: Illi1'1.05-I9DX, Illi1'1.06-_IU4, 111:11-06.2066, 111:11-04-2105, III:11 b 20x7, III:I I U. 10f _. 111• I'I• 06.2107.111- 11.0• rIB7,131: u.16.2a.9. III: r1•(16.2o70.1IFI 1.06-2071.1 R,11-115-1994. 1 If: 11-05. 1991. 1 N: 1'1-1)6-2072.)Ili I 1-06-2071.111:11-06-2074, 1(1:1.1.1)5• I')96. Illi 1.1.05• I')B9, I Ili I I•US• I'1')J. 111:11•US-1485. 111:1 I•US• 1'95, )W11.05 - I9%, Uli n.u5.1997. 111.11.0)•101), 111.1 1.05 --linty, I of 1).01-120I.), I IIA i -Os• 20,0, Ill: 1 I -U5 -2U4 1. 111;11 •05.2wB, 1 if: 121 os2uw. nn 1•us2o31, nl:T I-os2wB,11F1.1.052065,111"I'l-OS•20an,1Ir:11.05.2042. n• Luww• iruegwlatiun dull lw nlluwtd for figures within the Ih1.� shown. 117. I'wwb with rw1 h.una s1U111 he tuieidavd eyui, alms to ainid.r pvot& tvnhtnn Ian beano. Ucsipl pnolrswoovk may include 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NCI I MAX. ALLOWABLE SPAN (FT) DO KIM 6 ASSOOIATCS, LLC CONSULTING STRUCTURAL ENGINEERS PO DO. 10039. T•.ro7. IN YAM talel!)ASI OSSS n 0 a r4i 0 LL E f U E cc d J a W� e SEAL JOINT VIIH rXD.I1NIaKIS CAte.KING 0000 00000 0 ou"Il7: OVA :10000 0 0 0 0 0( On)aaaen orK WAD Afw"w. WSJ:, DIY.2 rNlyda lcKlAt � , 1P1I FYII IED CR c SLOPE 4' IUM DII[NLQ.OPE)i GRIP O IOENg f 1/4- PAYa O/4'/rl WN AqS) °o°o°o°o°o°0 32 0 0 0 0 0 0 0 0 o CPS LOK ILD OR :t/ 0 0 0 0 'ltltEe" D FIA, la0 000°000 ALUMINUM BOIION rActNG2 �--CLEAN Op 00 o° Ell p0 SOMI Aexee7 o. SPAN a) INSI. ID I.I. -°'L O 5TAT°w,w 0o F S4Q� �OR101" EN6l00019EtKCmtl''D PROW'DC ADD IHICKWSS Or rw MDIs marcn°NS ► tie 36' MAK IN fapn l 2!] O Or PANELAW IDlit a SIDES V� -2$•15 NAL WALL FOR IDIAL SUPPOEIIND SHIUCIURE ME L DT PANEL SPAM NOS Or ANY oncR CWJWMR °e (12' MAK t SIDES) o D7awing No. - FL -1001 EPS ROOF PANEU SPAN DESCRIPTION SHEET I of 1 Berx Jk ./Issociates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788.8808 Member of the Flonde Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE LENGTH BEARING _ �1 0/10.01 L r(Cok) $47 L2 73 047 —.. _ —__ N30,11vow Nd9'irDd1V LS JS Od LI .—.. 7S rX! _.._.__._ N89'I rTlB1Y LS 730 Unit 7 Unit 3 REV Nd9'reV41Y L6 730D ?;Lot 100 W91 WOW Lot 59 Lot 60 0.51' o 28.87' Lot 61 Lot 62 / v Lot 63 nl i _ 9 42.87 PCP City of Sanford rr� �+1 v Set NdDI CURVE TABLE_ CURVE LENGTH RADIUS Dery _. c r —`r8 ii ....iia Ai -3ie_V_ - Tract A Multipurpose Easement �L1�� °48'54" E 125.012' id 20.00' 2 ZO 00' 00' 26 00' 16 14' \ -Last* o _ N 00"48'54" E GLEL: 57.2 High Point 142.00 _ 278.85 N 00'4854" E 321.72 PCP CIL Brook Ridge Trail 1-1 R/W) LEGAL DESCRIPTION Lot 96, 'Reserve at Loch Lake' ecce dhV to the Prat 8rereofas recorded in Prat hook 76 of pope(s) 27 - 33 of a& public records of Seminole County. Florida. Tract BP icy-3►32 Multipurpose Easement e IU'S FLOOD HAZARD DATA.The parcel shown hereon des wideb► Rood zone X' according to the Flood Insurance Rete Map community panel number 7202W W70Fdoted 09-28-2007. Flood Zone detemnlnadon was pwfomred by graphic plolft onto Food Insurance Rate Maps prepared by FEMA. There has been no Reid surveying performed by M Arm to determine alts Abod none. This Is the professional opinfao of Henn d Assodetes. h= The lender (dany) makes Ste ruW derem kvbipn es to are mqukemertt ofFktod tlwroam ornol We eswmeno responsibility for atxua/ Roodbg condibm General Notes: 4F.5 , I a- l. ThisLsaaoUMMRYSunaypw1brmadtmtttw'A-!don Z No sena!, alldbW or au k" dLa un0lerprpatd r temente or wbsurlaoar►Mal arnLlrRaohnN/la, A!any twiny�ptedi 3. sufift des shown Bre to Mi'*Wt no►unlbit:r»d oundevoti turbos orlbmnboard. it � •• 4. El VVW ns Shown 100000116 Corny, l00.atumee and�wws obtalted hem approved +�.' .w► Construction pons eJr• and are shown only to depld d►0 propoar0,oraahtM dAArena rOatNs to tha 033unttd tempowyaendtmark:tJwwnyheno� r� 6. The Dome drown hateonYe,tuAkCtto aD /as nilittorlt. adtrlcNnns aM A a. .. •.,�L d ��IG✓I�� ok fo m6h(l SCM&I COOM Building 19 616N,S' x-1 D' conu�e{e Address. 2250 Bnookridge Tr8N BEARING BASE.• aver fts shown herwit aro referenced to Rte Swftdy plot boundary of Reserve at LOM Lake ea being S 89.1877-E I Vsrdcal datum Is based on enginsorkv Plans provided by dent, prepared by E3.�I o �1 0/10.01 Lot 982 Lot 97 Lot 96 o+aet Ofneltl RrooN3 Book sow aeokofSdswdkOL PC Nvdo/Crrnatule 6 Unit uilding Pcc obex of comPovnd cult Lure c Unit 5E Unit 3 REV. Unit 7 Unit 3 REV Unit t Unit 3 REV CD cflord w C U r - .•..r. �w......... ?;Lot 100 Lot 99 FiniowdF oeverron• 8 Lot 95 �1 r r � r- r 0.7 o N w A tv 0t.0' .3 5.3' a'0 3' 53, 1 .' 0.7 P 7 Se 7zo• 18 3' 72.0' 2t.3• 0 c ' 20. 21M Set NdD Set NSDset-NaD Set NSD Set NdD -Last* o _ N 00"48'54" E GLEL: 57.2 High Point 142.00 _ 278.85 N 00'4854" E 321.72 PCP CIL Brook Ridge Trail 1-1 R/W) LEGAL DESCRIPTION Lot 96, 'Reserve at Loch Lake' ecce dhV to the Prat 8rereofas recorded in Prat hook 76 of pope(s) 27 - 33 of a& public records of Seminole County. Florida. Tract BP icy-3►32 Multipurpose Easement e IU'S FLOOD HAZARD DATA.The parcel shown hereon des wideb► Rood zone X' according to the Flood Insurance Rete Map community panel number 7202W W70Fdoted 09-28-2007. Flood Zone detemnlnadon was pwfomred by graphic plolft onto Food Insurance Rate Maps prepared by FEMA. There has been no Reid surveying performed by M Arm to determine alts Abod none. This Is the professional opinfao of Henn d Assodetes. h= The lender (dany) makes Ste ruW derem kvbipn es to are mqukemertt ofFktod tlwroam ornol We eswmeno responsibility for atxua/ Roodbg condibm General Notes: 4F.5 , I a- l. ThisLsaaoUMMRYSunaypw1brmadtmtttw'A-!don Z No sena!, alldbW or au k" dLa un0lerprpatd r temente or wbsurlaoar►Mal arnLlrRaohnN/la, A!any twiny�ptedi 3. sufift des shown Bre to Mi'*Wt no►unlbit:r»d oundevoti turbos orlbmnboard. it � •• 4. El VVW ns Shown 100000116 Corny, l00.atumee and�wws obtalted hem approved +�.' .w► Construction pons eJr• and are shown only to depld d►0 propoar0,oraahtM dAArena rOatNs to tha 033unttd tempowyaendtmark:tJwwnyheno� r� 6. The Dome drown hateonYe,tuAkCtto aD /as nilittorlt. adtrlcNnns aM A a. .. •.,�L d ��IG✓I�� ok fo m6h(l SCM&I COOM Building 19 616N,S' x-1 D' conu�e{e Address. 2250 Bnookridge Tr8N BEARING BASE.• aver fts shown herwit aro referenced to Rte Swftdy plot boundary of Reserve at LOM Lake ea being S 89.1877-E I Vsrdcal datum Is based on enginsorkv Plans provided by dent, prepared by Evans EngbteoM, bra Job N 22501. Legend O Tonwowy awch" rk Ols O R a o+aet Ofneltl RrooN3 Book sow aeokofSdswdkOL PC Nvdo/Crrnatule conomw t1 comw or Pcc obex of comPovnd cult Lure c PGP PermetMNDntrof G:bktl CA � P0. _ , P.R M' ANPeps msnwftb w un ment CD cflord w C U r - .•..r. �w......... �• Lae HOUSE 9-0" 4" X .024" ELITE ROOF, FL7561-R3 AT TO HOUSE T-8" CLEAR SPAN eA11-1 2 X 3 SCR SCR x x N 2X3 2X3 KP KP 1X3 3'-9" —L 3'-9" SEE VIEW "B" ELITE ROOF 10'-0" NOTE: FLORIDA BUILDING CODE 2014- 5TH EDITION AFF GUIDE M ALUMINUM CONSTRUCTION 2010 RESIDENTIAL- MAX IMNO SPEED -130 MPH/EXPOSURE 2015 FLORIDA STATUTE 489.113 SECTION 9 (8) STATES: 'ANY STRUCTURE UNDER 1,200 SQUARE FEET DOES NOT REOUIRED AN ENGINEER'S SIGNATURE. FOR THE PURPOSE OF ISSUING BUILDING PERMITS, LOCAL BUILDING OFFICIALS SHALL ACCEPT SUCH DRAWMGS, SPEdFICATIONS. OR PLANS WHEN SUBMITTED BY ANY LICENSES CONTRACTOR. 3'-9" HOUSE J W 1 � � O J Y (o W W41 w co 0 th 0 m W w �.i v Z U Y N ca19 22 W �_ m d Z c " 3 m a O O 0 �o an U T o0 O Z N %a O J � wa. J u c 'n U) 3 V l Z �°g a° ZxJ ®~ � cc O J a� o