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HomeMy WebLinkAbout425 S Summerlin AveSEP 2 T 2016 BY: ,L. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1(.-,o - _,5 Ci 9 Documented Construction Value: S ,f17'4 Job Address: 112-) Historic District: Yes No .E Parcel ID: z ResidentialcCommercial Type of Work: New ET Addition Alteration Repair Demo Change of Use Move Description of Work: - Plan Review Contact Person: 1 S' Title: 6164IM99 - Phone: Fax: - Email: ZC,b S {OL 6 4y_1',;y roperty Owner Information Name Phone: Ilo7 WLJ!& Street: 12_ S-' Resident of proper z S City, State ZitY p' 5 .1 1 22 %7Z f;L'- vE3.1 cion I+ t, nsL iF 3 .r'rrti4.. =ir4 Contractor Information 31 Name Phone: Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application-is-her-eby-made-to-obtain-a-permit to-do-the-work-and-installations-as-indicated.—I-certify-that no -work or -installation has— commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° 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, stare agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sign ture of Owrter/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature No t( aote of Florida ANNETTE SCOTT ate Signature of Notary -State of Florida Date Notary Public - State of Florida N: My Comm. E*rea Jan 16, 2018 Commission FF 071760 N ftr*dllaa>upitlf ndNftyAssn. Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building e Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: Z(a UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5F 2. 2'7 - C-OMMRNT-S: roVICY-P- 6- DC&8_. Revised: June 30, 2015 Permit Application 4 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any R injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 0. Property Add I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identification Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Add I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identification Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 BOUNDARY SURVEY " f` REAL PROPERTY DESCRIPTION" LOTS 81, 82 AND THE NORTH Y2 OF LOT 83, FORT MELLON, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 69, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. RECORD COPY °_ 30.0' LOT 80•-,1 0 S a o FORT MELLON ' QyC kz o P. B. 3, PG. 69"" 0 3 +, ( SET 1/2" REBAR 4' WIRE FENCE ' J C 0 #5807 4 WIRE FENCE 6.T E. / 1,65' N. 0 a S89'55'00"E o.43' N. 137.5 — _ x M "a o o SET 1/2" REB, W O • ENCLOSED # 5807 u! O ^, CONCRETE CONCRETE QJ La.! 0 Q --- e O 0_ . 3 0 LOT 81 0 oo Lo DRIVE COVERED k' FORT MELLON o w P.B. 3, PG. 69 P0 `^ 5 CONCRETE oti 0 CU O0 v C3 . LJ Z ° WELL N W_ v WACONC. BLK 7 0N > 33.07' — 5 4(_UQ I a 18.90— ti N o vNL W4t:i \ GN M Ni1 1V/ tJSW OU O h o it 3.60 ou OU dU L a p tO o ' :OU OU l a 9.80 LOT 82 i Jl FORT MELLON12,371 IXI P.B. 3, PG. 69 m o w' c- e Vl n CONCRETE " N i., C NCRETE POS G Vl j. 0 0 o = •' U r\ O O PAD UT M o14.70 y rn7.80 — — — N LOT 83 02' —/ u N CONCRETE FORT MELLON 4, P. B. 3,'.PG. 69 I N_DING v II L- REC. 1,,. IP — — JI' NSI S. j LOT 83 5.64' s• — 6' WOOD FENCE Q I FORT MELLON 1.31 W; P. B. 3, PG. 69 0.98' S. S N s CA$ P: N. P.R.M. - PERMANENT REFERENCE MONUMENT C.M. CONCRETE MONUMENT EL ELEVATION CONC. CONCRETE W.M. WATER METER P.O.C. - POINT OF COMMENCEMENT P.B. PLAT BOOK A/C AIR CONDITIONER C.L.F. CHAIN LINK FENCE F.H. FIRE HYDRANT P.C. - POINT OF CURVATURE Pg. PAGE TYP. TYPICAL W.F. WOOD FENCE - N & D - NAIL AND DISC P.R.C. - POINT OF REVERSE CURVATURE N.R. NON -RADIAL U.E. UTILITY EASEMENT C & G CURB & GUTTER B.N. BENCH MARK P.C.C. - POINT OF COMPOUND CURVATURE RAD. RADIAL D.E. DRAINAGE EASEMENT CAN CABLE TELENSION RISER PNMT. PAVEMENT P.T. - POINT OF TANGENCY R. RADIUS F.F. FINISHED FLOOR TELE TELEPHONE RISER F.B. FIELD BOOK P.I. - POINT OF. INTERSECTION L ARC LENGTH B.S. BUILDING SETBACK TRANS TRANSFORMER PAD M.H. MANHOLE P.C.P. - PERMANENT CONTROL POINT DELTA C.B.S. CONCRETE BLOCK STRUCTURE L.P. LIGHT POLE A) ACTUAL P.O.L - POINT ON LINE R.P. RADIUS POINT P PLAT P.P. POWER POLE NSI NO SURVEYOR C.B. - CHORD BEARING R/W RIGHT-OF-WAY M MEASURED N.G. NATURAL GROUND IDENTIFICATION T.B. - TANGENT BEARING CENTER UNE C CALCULATED SO. FT. - SQUARE FEET FND FOUND REC RECOVERED SURVEYORS NOTES: CERTIFIED T0: 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISE ROB & JANELL NESTERSEALOFAFLORIDALICENSEDSURVEYORANDMAPPER. 2. THE "REAL PROPERTY DESCRIPTION" SHOWN HEREON IS IN ACCORDAid _•;d`"-'" "y 4r '. Y-,o SCi)ee.vi WITH THE DESCRIPTION PROVIDED BY THE CLIENT. CADD DWG. f1LE.• 15-169 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BE FIELD LOCATED OTHER THAN SHOWN. n back of house BOUNDARY SeAr.11 4. BEARINGS ARE BASED ON THE CENTERUNE OF SUMMERUN AVENUE k to add two concret slab T BEING N. 0000'00" W. PER PLAT. as shown on plan. One slab approx. 33.40 X S THE STANDARDS OF PRACTIC 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE P 14.70 and second slab 4' x 12'. Meets area and OF PROFESSIONAL SURVEYOR; ORIDA ADMINISTRATIVE CODEIHAVEDETERMINEDTHATTHESUBJECTPROPERTYLIES NOT A SPECIAL FLOOD AREA PER FIRM PANEL III 12117C0 dimensions regulations for the SR-1AA zoning STATUTES. 9/28/2007, SEMINOLE COUNTY, FLORIDA. istrict. aP 1Lo-zEgq ALTER CODES, NOR CONSTRUCTION OR VIOLATIONS OF THIS CODE SC T BECHIR, P.S.M. PROFESSIONAL SURVEYOR & MAPPE FLORIDA REGISTRATION NUMBER 58( T. q12-1011te OTT'S SURVEYING SERVICES, INC. LB # 7442 8 S. HWY. 17-92, SUITE 8-A ' DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 CLIENT. ROB JOB NUMBER. 15-169 SCi)ee.vi evlckm"'LCADDDWG. f1LE.• 15-169 eX % +-Ccord COMMENTS FIELD DATE I 0 ICE DATE;(• BOUNDARY SeAr.11 h-A...1140.9,1145 S,R,B_ _ _ - 12/10/15 ALTER CODES, NOR CONSTRUCTION OR VIOLATIONS OF THIS CODE SC T BECHIR, P.S.M. PROFESSIONAL SURVEYOR & MAPPE FLORIDA REGISTRATION NUMBER 58( T. q12-1011te OTT'S SURVEYING SERVICES, INC. LB # 7442 8 S. HWY. 17-92, SUITE 8-A ' DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 0 III Z•` R,r 2" MSN tN1v`+` OU— OU` OU LOT 82 FORT MELLON P.B. 3, PG. 69 12.37 Scf"A VI Poc clR, n o V) i CONCRETE MONUMENT I EL D U) Q 1. CONC. N D CONCRETE _ m0 w WATER METER P.C. — POINT OF CURVATURE CNjI m -< o PLAT BOOK PAGE CONCRETE AIR CONDITIONER BOUN&ARY• SURVEY " 0p 1 P.R.C. — POINT OF REVERSE CURVATURE Z NON—RADIAL REAL PROPERTY DESCRIPTION" m _1a_ W.F. LOTS 81, 82 AND BOOK 3, PAGE THE NORTH 69, OF THE PUBLIC Y2 OF LOT 83,, FORT MELLON, ACCORDING TO THE PLAT THEREOF RECORDS OF SEMINOLE AS RECORDED IN PLAT RAD. RADIAL U.E. D.E. UTILITY EASEMENT COUNTY, FLORIDA. CURB k GUTTER B.M. BENCH MARK P.T. — POINT OF TANGENCY R. RECORD COPY C_ DRAINAGE EASEMENT FINISHED FLOOR CAN TELE CABLE TELEVISION RISER TELEPHONE 30.0' LOT 80 T , 0 S L 0FORT B.S. BUILDING SETBACK TRANS M.H. MELLON P.C.P. — PERMANENT CONTROL POINT P.O.L. — POINT ON UNE k 4Ixn 0 C.B.S. — .CONCRETE BLOCK STRUCTURE t r LIGHT POLE A) ACTUAL C.B. — CHORD BEARING P.B. 3, PG. 69 SET 1/2" REBAR 4' WIRE FENCE RADIUS POINT RIGHT—OF—WAY LJ MEASURED p 3 NSI NO SURVEYOR IDENTIFICATIONT.B. — TANGENT BEARING 5807 4' WIRE FENCE .T E. 11.65' N. CALCULATED p 0 N a FOUND a " S89'55 00 E 0.43' N. 137.5 x REC RECOVERED om Q c M o SET 1/2" REBA CZ O n, ` ' ENCLOSED 5807 1 Q) O CLO CONCRETE CONCRETE CL EZ T 81 eW Q oo DRIVE FORT MELLON bLp O H - O o COVERED CONCRETE P.B. 3, PG. 69 0 v O o Z o WELL O coil O a U_ 7 v 6' CONC. BLK WALL O Y OJ j 33.07' — WO Q I a 18.90— Q.?J'1 3 0 III Z•` R,r 2" MSN tN1v`+` OU— OU` OU LOT 82 FORT MELLON P.B. 3, PG. 69 12.37 Scf"A VI Poc clR, n o V) 3780 N L.J. CONCRETE tp PAD C REC. 1 IP NSI S. j LOT 83 FORT MELLON P.B. 3, PG. 69 1 F 1° 1f','y 2 02 N LOT 83 FORT MELLON K i 2 , , P.B. 3, ' PG. 69 IJ/."7U — 5 84' s 0 rl 701, NIVCSAN 6' WOOD FENCE NSI 1.31 W; 0.98' S. A B B R E V I A T P.R.M. — PERMANENT REFERENCE MONUMENT P.O.C. — POINT OF COMMENCEMENT i CONCRETE MONUMENT I EL D U) Q 1. CONC. N D CONCRETE _ m0 w WATER METER P.C. — POINT OF CURVATURE CNjI m -< o PLAT BOOK PAGE CONCRETE AIR CONDITIONER CHAIN LINK FENCE 0p 1 P.R.C. — POINT OF REVERSE CURVATURE Z NON—RADIAL a — — m _1a_ W.F. 3780 N L.J. CONCRETE tp PAD C REC. 1 IP NSI S. j LOT 83 FORT MELLON P.B. 3, PG. 69 1 F 1° 1f','y 2 02 N LOT 83 FORT MELLON K i 2 , , P.B. 3, ' PG. 69 IJ/."7U — 5 84' s 0 rl 701, NIVCSAN 6' WOOD FENCE NSI 1.31 W; 0.98' S. A B B R E V I A T P.R.M. — PERMANENT REFERENCE MONUMENT P.O.C. — POINT OF COMMENCEMENT C.M. CONCRETE MONUMENT I EL O N L r. ELEVATION Q 1. CONC. N D CONCRETE _ W.M. WATER METER P.C. — POINT OF CURVATURE P.B. Pg. PLAT BOOK PAGE A/C AIR CONDITIONER C.L.F. CHAIN LINK FENCE F.H.— FIRE HYDRANT P.R.C. — POINT OF REVERSE CURVATURE N.R. NON—RADIAL TYP. TYPICAL W.F. WOOD FENCE N k D NAIL AND DISC P.C.C. — POINT OF COMPOUND CURVATURE RAD. RADIAL U.E. D.E. UTILITY EASEMENT C N G CURB k GUTTER B.M. BENCH MARK P.T. — POINT OF TANGENCY R. RADIUS F.F. DRAINAGE EASEMENT FINISHED FLOOR CAN TELE CABLE TELEVISION RISER TELEPHONE PVMT. F.B. PAVEMENT P,I. — POINT OF INTERSECTION L ARC LENGTH B.S. BUILDING SETBACK TRANS RISER TRANSFORMER PAD M.H. FIELD BOOK MANHOLEP.C.P. — PERMANENT CONTROL POINT P.O.L. — POINT ON UNE DELTA C.B.S. — .CONCRETE BLOCK STRUCTURE LP. LIGHT POLE A) ACTUAL C.B. — CHORD BEARING R.P. R/W RADIUS POINT RIGHT—OF—WAY P—PUT M MEASURED P.P. N.C. POWER POLE NATURAL GROUND NSI NO SURVEYOR IDENTIFICATIONT.B. — TANGENT BEARING CENTER UNE C CALCULATED SO. FT. SOUARE FEET FND FOUND REC RECOVERED SURVEYORS NOM5. • CERTIFIED TO: 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISE SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ROB & JANELL NESTER 2. THE "REAL PROPERTY DESCRIPTION' SHOMN HEREON IS IN ACCORDAN WITH THE DESCRIPTION PROVIDED BY THE CLIENT.h 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BE LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERUNE OF SUMMERLIN AVENUE k to add two concret slab n back of house TF BEING N. 00'00'00" W. PER PLAT. S THE STANDARDS OF PRACTICEasshownonplan. One slab approx. 33.40 x 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE P BJECT PROPERTY 14.70 and second slab 4' x 12'. Meets area and OF PROFESSIONAL SURVEYORS LIES NOT HAVE SPECIALIFLOOD AREA PERNED THAT THE UFIRM PANEL 2117C0 ORIDA ADMINISTRATIVE CODE, 9/28/2007, IAL FLOOD COUNTY, PERID I dimensions regulations for the SR-1AA zoning STATUTES. istrict. P Ila - CLIENT ROB TJOBNUMSeln 'e1jBER: 15-169 CY ec1M BECHIR, P.S.M. SC PROFESSIONAL SURVEYOR & MAPPEFCADDDWGFILE. 13-169 exp CG'K•cod ' I FLORIDA REGISTRATION NUMBER 580 COMMENTS FIELD DATE OrrICE DATE B G. DEPT. Ctl lb BOUNDARYS 11114:2 915 S.R.B. 12/10/15 SCOTT'S SURVEYING SERVICES, INC.. 1,3101, LB # 7442 j LICENSE TO PR CEED W HORITY T VIOLATE, CANCE , ALTER OR SET 8 S. HWY. 17-92, SUITE 8-A ASID GVISIE)NS DEBARY, FLORIDA CODES, NOR S 1 LL ISSUANCE OF PERMIT PH. (386) 668-7332 FAX 668-7337 FICIAL FRON THEREAFTER CONSTRUCTION OR VIOLATIONS OF THIS CODE REQUIRED INSPECTION SEQUENCE REVISED: June 2014 Address: 42,5 S min maxi Ins ection JDescrfl tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final m,E0HXT1T1 ' 7P. min Maxi Ins ection Descri ti®n Mechanical Rough Mechanical Final minn I Maxi I Inspection Descri Gas Underl Gas Rough Gas Final Revision City of Sanford Response to Comments. Building & Fire Prevention Division FEB 2 0 2017 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit Submittal Date Project Address: m M - r l Contact• AV 4 \ Ph:y y i 11 Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: aLJ Y-6"k - ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building i; Z - 27- l-) CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD"FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2599 Date: October 3, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: roberthester66(a gmail.com Project Description: Screen Room Job Address: 425 S. Summerlin Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans ° shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as reauested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans have been designed to meet 125mph ultimate/ 97mph nominal wind speeds. The screen room is a Risk Category I building. In accordance with local ordinance, Chapter 16 FBC and Chapter 3 FBC- Residential the screen room must be designed to meet 129mph ultimate / 101mph nominal. Please revise the design statement on the plans and submit 2 copies. FBC 107 2. Please submit two copies Florida Product Approval and corresponding installation instructions for the elite roof FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fioreygsanfordfl.ggv . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner 1- SCPA Parcel View: 30-19-31-525-0000-0810 Page 1 of 2 Property Record Card Oavid 3uls 'CFA Parcel: 30-19-31-525-0000-0810 Owner: HESTER ROBERT E JR &JANELL S Property Address: 425 SUMMERLIN AVE SANFORD, FL 32771-2255 Parcel Information Value Summary Parcel 30-19-31-525-0000-0810 2016 Working 2015 Certified Owner HESTER ROBERT E JR & JANELL S _ Values Values Valuation Method Cost/Market Cost/Market Property Address 425 SUMMERLIN AVE SANFORD, FL 32771-2255- Number of Buildings 1 mm 1 Mailing 425 SUMMERLIN AVE SANFORD, FL 32771- --- -- Depreciated Bldg Value $90,805 X59 381 Subdivision Name FORT MELLON ' Depreciated EXFT Value ` $2,800 $2,200 Tax District Sl-SANFORD Land Value (Market) $33,810 $33,810 DOR Use Code 01 -SINGLE FAMILY (I Land Value Ag Exemptions Just/Market Value "` $127415 $95 391 Legal Description LOTS 81 + 82 + N 1/2 OF LOT 83 IFORT MELLON tPB3PG69 Taxes c , Portability Adj Save Our Homes Adj $0 i $0 Amendment 1 Adj $0 $0 P&G Adj ( $0 $0 Assessed Value $127,415 $95,391 Tax Amount without SOH: $1,941.00 2015 Tax Bill Amount $1,941.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value ounty General Fund $127,415 $0 ; $127,415 w Schools $127,415 ' $0 a $127,415 City Sanford $127,415 ? $0 $127,415 SJWM(Saint Johns Water Management) $127,415 $01$ 27,415 1 County Bonds .... ®. $127,415 $0 . $127,4151 Sales Description 777TDate Book Page Amount Qualified Vac/Imp WARRANTY DEED 10/1/2015 08574 1751 $155,000 , Yes ; Improved WARRANTY DEED 1/1/2007 06564 0427 $199,000 Yes Improved WARRANTY DEED 3/1/2004 05218 0112 $137,500 Yes Improved PROBATE RECORDS 9/1/2003 04999 0486 $100 ' No Improved PROBATE RECORDS 6/1/2003 04880 1828 $100 No Improved Finis &-reparable Sales Land Method Frontage _Depth Units Unds Price Land Value FRONT FOOT &DEPTH 150.00 F 138.00 0 _ $230.00 $33,810 Building Information Is Bed/Bath count incorrect? Click Here. _ T _ Description Fixtures Bed Bath Base Area Total SF Living Sr I Ext Wall Adj Value Repl Value Appendages http://parceldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=30193152500000810 9/21/2016 Bora, Erbilen PE SE 2009 Falkner Road Maitland, Florida 32751 Florida PE #55996 To Whom it may Concern: This letter is in response to building department comment regarding the design wind velocity and pressures for the screen room project for: Robert and Janel Hester 425 South Summerlin Ave Sanford, Florida. 32771 Building department comment was for an incorrect wind velocity. Velocity listed on construction documents was 125 mph (Ultimate) with a 97 mph (Service Level) The correct velocity shall be 129 mph (Ultimate) with a 100 mph (Service Level) The corrected wind velocity does not change the structural design for this project. 4 FEB 20 2017 iSF SE? 2 L 20i6 RECORD COPY ti. SCREEN ROOM REVIEWED POR CODE COMPLIANCE tor PLANS EXAMINER 7 . DATE eiRobertan H,,, r L oca ti®n Map 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 QCODES, NOR SHALL ISSUANCE OF A PERMIT PREVEN' rHE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 9 6 2599 Sheet Index 1.1 Cover Sheet, Sheet Index and Location Map 1.2 General Notes 2.1 Wall Layout Plan 2.2 Roof Layout Plan 3.1 Elevations & Section 4•.1 Details 9 .A DESIGN CRITERIA D1 D2 D3 ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014), ASCE 7- 10 125 MPH (UI ' -5W 12 PSF (allowable) 19 PSF (Ultimate) 14 PSF (allowable) 22 PSF (Ultimate) B„ LESS THAN 15' U120 U60 DESIGN LOAD VALUES, WIND SPEED: WIND PRESURES EXPOSURE: RISK CATAGORY: MEAN ROOF HEIGHT: DEFLECTION LIMIT: ROOF PANELS: SCREEN WALLS ROOF PANELS SCREEN WALLS TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE APPLICABLE BLDG CODE, AS NOTED ABOVE. GENERAL NOTES: G1 THIS ENCLOSURE HAS BEEN DESIGNED FOR ATTACHMENT TO A SITE BUILT FRAMED STRUCTURE. THE CONTRACTOR SHALL DETERMINED THAT THE HOST STRUCTURE IS IN GOOD CONDITION AND OF ADEQUATE STRENGTH TO SUPPORT LOADS IMPOSED BY THESE ADDITIONAL STRUCTURES. G2 ALL SELF -MATING SECTIONS SHALL BE FASTENED AT 24" OC EACH FACE W/ MINIMUM 10 x 3/4" TEK SCREWS THAT SHALL FULLY PENETRATE EACH FLANGE. G3 THE NOMINAL THICKNESS OF EXTRUDED STRUCTURAL ALUMINUM MEMBERS SHALL BE FORTY THOUSANDTHS OF AN INCH (0.040) MINIMUM. ALUMINUM ALLOY SHALL BE 6063-T6 OR 6061-T5. G4 REFER TO DETAILS FOR ADDITIONAL FASTENER SIZE AND NUMBER REQUIRED FOR RIGID CONNECTIONS. G5 REFER TO TABLE 1.2.1 FOR MINIMUM FASTENER DIAMETER & EDGE DISTANCES. 1 No. I Revisiordissue I Date TABLE 1.2.1 a SC G C Ian/ SC f EDULL SCREW NOMINAL EDGE TO CENTER TO SIZE DIAMETER CENTER CENTER 8 0:156 5/16" 5/8" Qj 10 0.188 3/8" 3/4" e— 12 0.219 1/2" 1" j Na) 1/4" DIA 0.250 1/2" 1" i M O N c u) ILWO Cr U cCO Q CON Project Sheet Hester Date 1 200,13-T Scale NONE Iz : 33'-1" I I EXISTING STRUCTURE I I . g+ I 1" MIN. rS+ O Ao Uj ry tS EXISTING CONCRETE SLAB 100p 3 • N.I.C. ryI I 1 I I I Q Q Q Q I X i 5 5 C3LUQ11 5 i iv Z11 Z I i I i M CV 1N,3 3 • 3.1 6'-8 3/8" 6'-7 3/8" 6'-7 3/8" 6'-7 3/8" 6'-5 1/2" No. 1 Revision/issue I Date 1 111 lllllil// 04 Hester Date • 09-13-16 Scale NONE b N O co CM orz Z Uj 40.7 Uj N1,11 Hester Date • 09-13-16 Scale NONE r EXISTING_ STRUCTURE I I--- i I ------ LL— I i I QII Wil all Wil QII wl I II I col I 0°II 0°II II I U -I I U -I I I i U11 JI I911 JI I 911 jI I911 I i 1OilZi1 l ZI I ZI I ISI I I II 11 II II II II II II i I II 3" EPS II COMPOSITE PANEL ROOF II II II II II II II II II II I I ii it ii II ii II l II 1 3 ROOF LAYOUT PLAN SCALE -1/49©1°-09 0 naWINGWE y O M 2x3x0.045 x LO Z Z Z Z Z QBoQaQ - Q Q w w1 w w ww cn cn 4.1 cn cn cn 2x3x0.045 2x3x0.045 2x3x0.045 2x3x0.045 1 xU6.045 1 x30.045 - 1 x3x0.045 1 x3x0.045 6'-8 3/8" 6-7 3/8" 6'-7 3/8" 6-7 3/8" 6-5 1/2" 40 33'-0" 1 FRONT WALL ELEVATION 3 - SCALE 1/4" = 1'-0" rte--- 12" 4 F 3 -- I 4.1 4.1 I I I I I I I . I 2 l 4.1 I l I EXIST._CONC SLAB J 3 SECTION VIEW SCALE 1/4" _ 1,_0" 12" 1„F— z a FL LL LL U, 141-211 2 SIDE WALL ELEVATION 3 - SCALE 1/4 1'-0" No. 1 Revision/Issue I Date N 2x3x0.045 2x3x0.045 LU LU 1 w w4.1 M 2x3x0.045 2x3x0..045 1 x3x0.045 - ttl 1b:1x3x'6.'645'-17fl T -2n CZ I 7' -On 0 Ul— W2 141-211 2 SIDE WALL ELEVATION 3 - SCALE 1/4 1'-0" No. 1 Revision/Issue I Date N M CZ 0 Ul— W2 a CIOc IX Project Sheet Hester Date 3.109-13-166 Scale NONE 16" xO.024 KICK PANEL W/ ROLLFORM OR EXTRUDED TRIM ATTACHED W/ #10 x 3/4" TEK SCREWS @ 12" OC -\ 1/4" DIA x 2 1/4" CONCRETE SCREW @ 16" OC & WITHIN 4" OF VERT POST, TYP. PURLIN SEE ELEVATIONS REF 1 / 4.1 FOR ATTACHMENT SOLE PLATE SEE ELEVATION Typical Column to 2 Slab Detail SCALE 1 1/2" = 1'-0" NOTE: GUTTER AND OR VALANCE MAY DIFFER FROM THAT SHOWN. EXTRUDED OR ROLLFORM MAY BE USED. MINIMUM ATTACHMENT SHALL BE #10 TEKS @ 12" OC. 10x2" SMS INTO ADJACENT HOLLOW ALUMINUM SECTION @ 24" OC & WITHIN 4" OF PERP MEMBER------,, MIN (2) #10x2" SMS INTO PERP MEMBER ALIGNED W/ SCREW BOSSES 1/4" DIA x 2 1/4" CONCRETE SCREW @ 16" OC & WITHIN 4" OF VERT POST, TYP. ATTACH PRO -FAB PANEL TO EXTERIOR SIDE BEAM WITH 1/4" DIA X 4" LAG BOLTS W/ 2" FENDER WASHER @ 12" OC, 5" E -GUTTER ATTACHED TO 3" PANEL W/ #10x4 " TEK SCREWS @ 12" OC TOP & BOTTOM. 2x3 TO POST CONNECTION REFER TO 1 - 4.1 4 SECTION @ GUTTER SCALE 1 1/2" = 1'-0" 1 PREFERRED METHOD WALL PURLIN SEE ELEVATION SOLE PLATE j SEE ELEVATION ALTERNATE _ METHOD WALL POST SEE ELEVATION0. X1 4) #10x3/4" TEK SCREWS IN 1x1x0.045 FRAMING ANGLE, TYP. Typical Hollow Extrusion i Connection Details SCALE 1 1/2" = 1'-0" ROOF FLASHING 10 TEKS @ 12" OC n \ I 10 TEK SCREWS @ 12" OC MIN. 4) SCREWS FOR 48" PAJW/ ROOF PANEL (2) SCREWS FOR 24" PA SEE PLAN 3" EXTRUDED HEADER . ATTACHED TO STRUCTUR# 10 X 2" SCREWS @ 12" O STAGGERED FASCIA ATTACHMENT 3 Detail 4 - SCALE 1 1/2" = 1'-0" t No.[ Revision/Issue I Date J ly\t1t! I! l itf r,. Project i N Q X_ O Q) 1 Scale AS NOTED z o -5 W LU W p C N Project meet Hester Date 4.109-1316 1 Scale AS NOTED Do- KIM & ASSOCIATES LLC C13NSULTING STRUCTURAL ENGINEERS Moi a Boar of Enguieers Certificate of Authonzation N o.. 268 C'eYtifteate of Independence Do Kim and Associates, LLC.. and Do Kim, P.E.. do not have not 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 in the accompanying F lorida Product Approval jm,' rnL #49497 i FEB 2 ' 2017 t 1 P.Or Box 10039 813.374 0321 Tampa, FL .3.3679 813.3-74-0322 (fax) D.® Kim & A3SO13IATES, 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 lntroduce&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, 50' 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. 111.I.It, k"t 1 STATE OF 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 @CIM & ASSOCIATES, LLC , CONSULTING STRUCTURAL ENGINEERS Supporting Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 5`h 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-0571989, 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-65-2065; HETI-05-2040,-HETI-OS=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 r, 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 5`s 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. 11. 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 i® ELITE, PANEL SPAN TABLES:, 1: Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3" x 0.024 x 1 - LB EPS PANELS A B L--E-CL FA R--&P-AN-04,A RTS- NET ALLOWABLE LOAD'_(PSF)1 MAX. L/80 ALLOWABLE SPAN (FT) L/120 L/180 L/240 10 16.17 15.76 15.03 14.10 20 13.44 13.44 12.22 10.35 30 10.78 10.78 9.41 6.60 40' 9.22 9.22 6.60 2:85 50 8.17 8.17 3.79 - 60 7.40 6.39. 0.98 70 6.81 4.51 - - 80 6.33 2.64 - - 4" x 0,024 ALLOWABLE x 1 - .LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 19.00 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 12.50 12.50 12.50 , 11.38 40 10.97. 10.97 10.97 " 8.80 50 9.92 9.92 9.44 6.22 60 9.13 9.13 7.51 3.64 70 8.52 8.52 5.58 1,07 80 8.02 8.02 3.64 6" x 0..024 ALLOWABLE x 1 - LB -EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 23.00 21.24 21.47 20.85 20 18.06 18.06 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34. 13.34 13.34 50 12.10 12.10 12.10 10.91 60 11.17 11.17 11.17 1 8.43 70 10.44 10.44 10.30 5.95 80 9.85 9,85 8.43 3.47 3" x 0,032 x 1 - LB EPS PANELS SEE--ELE*RS N, CHART -S -)- HARTNETNET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 17.50 17.50 16.91 15.96 20 16.64 15.96 14.06. 12.16 30- 15.17 14.06 " 11.21 8.36 40 13.69 12.16 8.36 ° 4.56 50 12.22, 10.26 5.51 0.76 60 10.75 8.36 2.66 70 9.27 6.46 - 80 7:80 4.56 - 4" x 0.032 x 1 - `LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1, MAX. L/80 ALLOWABLE' SPAN L/120 L/180 FT) L/240, 10 20.50 20.50 20.11 19.24 20 19.61 19.24 17.49 15.74 30 18.17 17.49 14.87 12.24 40 16.72 15.74 12.24 8.74- 50 15.28 13.99 9.62 5.25 60 13.84 12.24 7.00 1.75 70 12.40 10.49 4.38 80 10.95 8.74 1.75 6" x 0,032 _x 1 - LB EPS PANELS; ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 24.00 24.00 24.00 2142 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19.42 17.02 40 20.86 20.05 17:02 13.82" 50 19.62 18.47., 14.62 10.62 60 18.38 1 16.89 12.22 7.42 70 17.14 1 15.30 9.82 4.22 80' 15.91 1 13.72 7.42 1.02 3" x 0.024 x - 2 - LB EPS PANELS ALL WABLE CCEAR-SPAN .L:HARTST NET ` ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 19.33 18.95 18.31 17.66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 15.49 , 15.06 12.46, 9.86 50 14.18 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 70 11.57 11.16 1 6.62 2.07 80 10.26.. 9.86 1 4,67 4" x 0,024 x -2` - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALL WABLE LOAD (PSF)1 MAX.. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 21.97 21.97 21.52' 20.97 20 20.77 20.77 19.86 18.76 30 19.57 19.57 18.21 16.55 40 18.36 18.36 16.55 14.34 50 17.16 17.16 14.89 12.13 60 15.96 15.96 1 13.24 9.93 70 14.75' 14.75 11.58 7.72 80' 13.55' 13.55 1 9.93 5.51 6" x 0,024 x 2 - LB EPS PANELS ALL.WABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 23.93 23.93 23.88 23.60 20 23.20' 23.20 23.03 22.46 30 22.47 22.47. 22.18 21.33 40 21.75 21.75 21.33 20.20 50 21.02' 21.02 20.49 19.07 60 20.29 20.29 19.64 1 17.94 70 19.57 19.57, 18.79 16.81 80 18.84 18.84 17.94 15.68 GENERAL NOTES 1. 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. 2. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe 'Florida Building Code 5"' Edition (FBC), composite:panels'comply,-with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish,.and Chapter 26 Section 2603. All local building code amendments, shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site-specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. 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. 6. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance -to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter, 16 and 20. 7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: 14ETI-05-1988, HETI-06-2104, HETI-06=2066, HETI=06-2105, FIETI-06-2067, HETI-05-1002; HETI- 06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070; HETI-06-2071, HETI-05-1994; HETI-O5-1991, HETI-06-2072, HETI-06-2073,, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-199,5, HET1705- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029,, HETI-05-20 9, HETI-05-2030, HETI-05-2041, HETI-05-2048, l-IETI- 05-2036, HETI-05-2031, HETI-05-203.8, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear Interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the" fan beam to exceed shown figures as part ofslte specific engineering. 3" x 0,030 x 2 LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) 10 NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 20.11 20.03 19.42 18.81 20 19.02 18.81 17.58 16.35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 13.89 11.43 50 15.74 15.12 12.05 8.97 60 14.64 1 13.89 10.21 6.52 70' 13.55 1 12.66 8.36 4.06 80 12.46 1 11.43 6.52 1.60 4" x 0.030 x ALLOWABLE 2 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE ,SPAN L/120 L/180 .L/240 FT) 10 24.17 24.17 ' 24.17 24.17 20 23.64 23.64' 23.41 23.11 30 22.57 22.57 21.90 , 21.01 40 21.51 21.51 20.39 18.91 50 20.45 20.45 18.88 16.80 60 19,39 19.39 17.37 - 14.70 70 18.33 18.331 15.86 12.59 80 17.26 17.26 14.35 10.49 6" x 0.030 x .2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 22.59 21.85- 40 22:23 22.23 21.65 20.85- 50 21.53 1 21.53 "' 21.10 19.86 60 20.82 1 20.82 20.36 1 18.87 70 20.11 1 20.11 19.61 1 17.87 80 19.40 1 19.40 18.87 1 16.88 SEAL JOINT WITH CONTINUOUS CAULKING U c 0000 000000 Z,L 10000000000C BOTTOM FACINGS INTERLOCKING CROSS SECTION OPTIONAL GUTTER C DRIP CAP_ SLOPE 4' MAX WIDTH INTERLOCKING ISSUED FOR PRODUCT PANEL <1/4'/FT MIN SLOPE) 2006 V0V a 00000v ¢ J w= O 0-0 0^0 on 00EPS,CORE 1LB OR 000_ 0000000e a s 0000000 e ALUMINUM BOTTOM0 ISSUED FOR 2010 FBC - D0 X000 FACINGS Z e CLEAR SPAN (L) INSIDE TO INSIDE 00 O.H.-0% L APPROVAL o J LL 0 0 0 AA°•°°1 ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS & ADD THICKNESS OF 00 00 36' MAX IN FRONT 8 257 vS SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL O C OF PANEL WIDTH '@ SIDES THIS OR ANY OTHER ENGINEER. PANEL SPAN: 00 (12' MAX -.AT SIDES) ECEI EPS ROOF PANEL/ SPAN DESCRIPTI 2 0 201767. ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa; FL 33679 Tel: (813) 857-9955 DRAWN BY: DYK CHECKED BY: DYK SCALE: ASSHOWN Y E°IU° oea' G si ~ No. 4W7(EON KI • .E. FLA. R G. NU 1;4 e ' D " MSSOCIAT* YA# 26887 e Box too STATE'r0itpa, FL3 e ORI P'e`•( oseeeeeeoo°e. SIAL 25-15 rawing No. - FL -1001 SHEET 1OF1 921 ISSUED FOR PRODUCT o 2006 APPROVAL C O ti 826 ISSUED FOR 2007 1 2008' PRODUCT APPROVAL 2,2o ISSUED FOR 2010 FBC - 2 2012:.PRODUCT APPROVAL Z ISSUED FOR RIC 51h 23, r2105 Edition PRODUCT W 0 L APPROVAL DRAWN BY: DYK CHECKED BY: DYK SCALE: ASSHOWN Y E°IU° oea' G si ~ No. 4W7(EON KI • .E. FLA. R G. NU 1;4 e ' D " MSSOCIAT* YA# 26887 e Box too STATE'r0itpa, FL3 e ORI P'e`•( oseeeeeeoo°e. SIAL 25-15 rawing No. - FL -1001 SHEET 1OF1 J Q J 0 Oi W W CL z CL aC O ti Y Q U <n I- ca ( L cc j Q-rn 0 oLL CL g(r- U o OCL UQW 30 a) CI . - U LLI 0 ZOC0 Q CD J UO U J U) LLQ OW0 L LU 0 J LL DRAWN BY: DYK CHECKED BY: DYK SCALE: ASSHOWN Y E°IU° oea' G si ~ No. 4W7(EON KI • .E. FLA. R G. NU 1;4 e ' D " MSSOCIAT* YA# 26887 e Box too STATE'r0itpa, FL3 e ORI P'e`•( oseeeeeeoo°e. SIAL 25-15 rawing No. - FL -1001 SHEET 1OF1 r_I I tllill il 1 6I1-Itl;!!flififfffnlftll THIS tNS MMPREPrEU ' C I11 1'.i1 3 '{IICL[ COUNTY LEftV0fName: fCUFT GOFTF OLLEi Address: 74 Pg 1`7C1 (1F'gs) GLERI'._'_ S__i__2C! i 51 u0897 NOTICE OF COMMENCEMENT R'ECORDEL'i--, FEES'2r114, r,9 t°,I ftECOFGTFaC; FEES $1.0.00 State of Florida C RECORDEO BY County of Seminole ff 3 _ M1 08 Permit Number""1' r Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) GENERAL DESCRIPTION OF OWNER nervi: Z S rvame: —-r. i c / Address: Z S Sy /yt M+'2L,iv ff7if QCy 2 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: CL. Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, 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. CCS Under penal ti perjury, I declareat I have read the foregoing and that the facts stated in it are true to the best o ow a and tef. c.,,t A er's Signatu Owner's Printed Name u Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." v i,- S N` o' LLL333 Uj W ff C l State of I l7(' County of JE 1 Ivy lC'. ofl The foregoing instrument was acknowle ed before me this iSt day of L t t n` 20 a t v` tE o byF U;1° J Who is personally known to me Ela Lou, i7 $ Name of person making statement a OR who has produced identification type of identification produced: ? f, z U u u+ J ANNE7TE SCOTT 4NOU" PuDlia - State of Florida s it 0eMYCOMM. Ellpttee Jan 18, 2018 Notary Signature u+ Commio0bn 0 FF 071180 V o w F to Orft1hrao Nabliall Mary Assn. 1