Loading...
HomeMy WebLinkAbout107 Clear Lake CirCITY OF SANFORD BUILDING & FIRE PREVENTION r, PERMIT APPLICATION SE;1 2016 BY:Application No: Documented Construction Value: $ `/i 8`17, a= Job Address: 107 Clear Historic District: Yes No Parcel ID: Residential [-Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Sum AooA. /So/•Y Roar_ Plan Review Contact Person: F> -, 1I1,.Je- I +er Title: Phone: Yoe,-G78-oSoo Fax: Y67-678-SS6o Email: billy&,jQ_suoe,-FI•coM+ Property Owner Information Name " Garb' Phone: Y0 7— B6 2--/ 7 73 Street: Resident of property?: nLiri U' City, State Zip: SG_r1i0r4, Fl- 32-773 Contractor Information Name Phone: 1V67-67g -0-roo Street: 30 o,S rorsv44 4a d Fax: f G7'I; iB •SS6o City, State Zip: /il/1^-t ®a/K, 3 L-7°1 L State License No.: 5Cc_oS6 7 7 0 Architect/ Engineer Information Name: 0r.olo'3- Street: ` i YS 6 7-.44,0141nt -rXXt y vm4- 3 / y City, St, Zip: l or -- G11a, ,1.4 tic f F6 33 `1 u o Bonding Company: Address: Phone: ( aYl) 3 y/-5"98o Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 'JA t q .00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Auo, zs 2016 Sign ure o er/Agent lYate A If red Go A-+-% Print Owner/Agent's Name Signature of Notary -State of Florida 1 Nat-ARY PUBLIC STATE OF FLORIDA Comte FF937222 ye I0 Expires 8124/2019 Owner/Agent is Personally Knoe or Produced ID Type of ID w t Signature of Contractor/Agent Date Print Contractor/Agent's Name U:, A- q 113 //1 Signature of Notary -State of Florida ftftha Ruth Unk S NOTARY PUBLIC STATE OF FLORIDA Comm# FF937222 N Expires 8/24/2019 Contractor/ Agent is ( Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:Q-'LO«Ob UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5( Q' ZLA, Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RP# its Address: In-7 Cat g L c J.-VT. u BUILDING .PERMIT Min Max Inspection Descri Lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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 COD Final Screen Roomj Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRI CAL :.PERMI'T I b Min I Max I Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL P.EIRmvr Min I max I Inspection Description Mechanical Roug Mechanical Final I Min I Max I Inspection Description Gas Unde Gas Roug Gas Final REVISED: June 2014 SUPERIOR ALUMINUM INSTALLATION, INC. 3005 FORSYTH RD, Address: ,.rt.4T, E R. n F g9 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 0.3 . Oe) 3 0 - 5 <,,J -- coCyD - OT C/ C NO,°°°H..? .`:iUl):h1111...E: COUNTY I:f._E:R};. Oi C:I:F CIJ11 Cll_ft.T & C0rIPTR0 1._ER i:i i'. ECfit;'G{=D rr; `14- 0.1. il':i I-:i: l Ki f E I `•S :I, Ci . CI I I , BY 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) l/0,DC 14 11AJ4-E= 1//C1-4 S /-/ -? 107 Gle" e—.x, 2. GENERAL DESCRIPTION OF IMPROVEMENT: nnjJ 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: A(`F a 1b7 G1P_u/' 5-nRtcdr Fl, 3L%7i Interest in property: CV r/tv Fee Simple Title Holder (if other than owner listed above) Name: Arirfracc- 41 11r4. CONTRACTOR: Name: Superior Aluminum Installatll Address: 3005 Forsyth Rd Winter Park, FI. 32792 ns, 5. SURETY (If applicable, a copy of De payment bond is attached): Address: Q)6. LENDER: Name: Address: Phone Number: 407-678-U5UU Phone Number: Amount of Bond: 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./J Name: /' Phone Number: Address: 8. In addition, Owner designates 4441t of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. gnatyy of caner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Autho.' edOfricer/Director/Partner/Manager) State of 4 01 County of /! The fore oing Instryment was acknowledged before me this day of V`"7/f,, I20 S by cp,- it Name of pe s(on making statement who has produced identification](Ttype-of-idertif!cation produced: Deneha Ruth Link NOTARY PUBLIC twiv STATEOFFLORIDAComm# FF937222 Vo:Expires 8/24/2019 SEP 142W R111 Who is personally known to me OR a- i7 t CERT;F!--_ UA i rrrc iv t ItS Now'ry=$ignatO CLERK OF T' E C CUIT R' 1ND t..OMPTR LLER SEMINOLE OU RID BY DEPUTY CLERK 04/15/2016 FRI 13,09 FAX 0001/001 SEMINOLE COUNTY MULTI%URISDIGTIONAL AMI`i#N1I01TA :Tel f_1i061:1k,1;VA Altamonte Springs, Casselberry, Lake.,Mary, Longwood, Sanford, ff Seminole County, Winter Springs Date: `"f i ikp I hereby name and appoint: t'a y 4a-t 4-art_ SUPERIOR ALUMINUM INSTALLATIONS, INC. 3006 an agent of;uIaTFR PARK, F'L 32 792 to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 6--- All perrnits 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: ©'% License Holder Name: State License Number. Signature of License He STATE OF FL DA COUNTY OF 0 a- —ar The foregoing Instrument was ackr 201CO , by o has ud and who did did not take an oath. before me tAis ay of who is o e or as identification Print or type Notary n e Notary Public - State of iyx 4e,'•,, J:SSIE SANTIAGO Notary Public - state of Florida Commission No. Expires Sep 2, 2017 My Cotmission Expires: Commission * FF 050566 CFA Property Record Card Parcel: 02-20-30-5GJ-0000-084 0 Owner: CONTI ALFRED J & INA F TRS FBO SEWN= COUNTY, AJORVA Property Address: 107 CLEAR LAKE CIR SANFORD, FL 32773 Pa rce I 02-20-30-5GJ-0000-0840 Owner CONTI ALFRED J & INA F TRS FBO Property Address 107 CLEAR LAKE CIR SANFORD, FL 32773 Mailing 359 W HORNBEAM DR LONGWOOD, FL 32779-2546 Subdivision Name HIDDEN LAKE VILLAS PH 3 Tax District S1-SANFORD DOR Use Code 0103-TOWNHOME Exemptions Seminole County IS Legal Description LOT84 HIDDEN LAKE VILLAS PH 3 PB28PGS3TO6 Taxes 2016 Working 2015 Certified Values Values Valuation Method Cost/Market CosUMarket Number of Buildings_ Depreciated Bldg Value 65,520 56,991 Depreciated EXFTVaIue--- 1___------------- Land Value (Market) 16,000 12,000 Land Value Ag___------- I---------- Just/MarketValue"' 81,520 68,991 Portability Adj Save Our Homes Adj — 0 — i$0 Amendment 1 Adj 11 523 --? 5,357 I P&G Adj _ ---- 0 0 -- Assessed Value 69,997 63,634 Tax Amount without SOH: $1,337.09 2015 Tax Bill Amount $1,337.09 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority I Assessment Value Exempt Values I Taxable Value County General Fund 569,997 SO 69,997 Schools 581,520 , 0 81,520 City Sanford 69,997 0 69,997 SJWM(Saint Johns Water Management) 69,997 0 69,997 County Bonds 69,997 0 69,997 Sales Description Date Book Page Amount Qualified Vac/Imp I WARRANTY DEED 2/1/2004 05209 0351 100 No Improved QUITCLAIM DEED 1/1/1994 02713 1168 20 900 No Improved WARRANTYDEED 6/1/1988 01983 0278 100 No Improved WARRANTY DEED 1/1/1984 01521 0164 48,200 t Yes -- Improved -- I ( Find Comparable Sales 1 Land j — Method Frontage Depth Units Units Price Land Value j LOT 0.00 0.00 1 $16,000.00 $16,000 Building Information Is Bed/Bath count incorrect? Click Here. Year Built FD; 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. fl Copy of applicable contractor's license issued by the State of Florida. C; 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. Q 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. 2 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) N AFor Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 These guidelines were compiled to assist the applicant in preparing an aluminum structure permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 Fax: 407-678-5560 MAIN OFFICE Toll Free:1.800-247-6768 +` 3006 Forsyth Road FL Reg. # RX11067027 ' ® Winter Park, Florida 32792 FL Lic. # SCCO56770 (407) 678-0500 ALUMINUM INSTALLATIONS, INC. ORl9 Sales, Installation, Show Room Order No.20 ® 4V 15 Primary Phone 7`0'> " 8ro / 7 3Refer<ed Bym Date 6 - 2 S - Seconda--y Phone This is a contract between Superior Aluminum Installations, Inc. and 14 1L 11__126 1) the Customer), who resides at 35-9 Lkl- Lott/4 lloy_,> Zip all&& AocA—eSy /07 C.LEAa LAA-C- (7/.( A /D 3• 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 furnish all labor and material necessary to install the following described: TYPE OF WORK TO BE DONE: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN 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 ACLAIM, 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: Homeowner Three Day Right To Cancel - If you do not want fhre goods and/or services as stipulated on this signed contact, 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 1/3 DEPOSIT WITH ORDER 1/3 ON LAYOUT. 1/3 ON INSTALLATION TO INSTALLER 3 a- o JCS9,) I ' TERMS: CASH or CHECK CREDIT CARD / FINANCING MATERIAL AND WORKMANSHIP GUARANTEED If after going through the normal channel of operations, you are dissatisfied or have any unresolved problems, please call and ask for me personally at407-467-0768 Timothy Orie, President / Superior Aluminium Installations, Inc. THE INSTALLATION WILL BE COMPLETE ON OR ABOUT _ 41'A-OJC 910 / O /c/G S .dfTE/! A&"cr 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 ANYTIME PRIOR TO START OF WORK. DateCustomer --- I Sales Representative /LL i /1 S Customer REV 8115 Page 1 of I CONTRACTOR: SUPERIOR ALUMINUM DESIGN'CRITERIA;• RECORD COPY APPLICABLE CODES, REGULATIONS & STANDARDS: 1.THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND AA ASM 35 and AA ADM 1 2. ASCE 7-10. WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604 5 RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION& BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 140 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B 3. SCREENED ROOF ENCLOSURE TABLE 2002.4 FOUNDATION DESIGN FOOTING SIZE EXISTING CONCRETE SLAB NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING OTHER DETERIORATION.- REVIEWED FOR CODE COMPLIANCE SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: PLANS EXAMINER1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE.SCOPEOF NOT, BY ONE OR MORE Z& - (Cp REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE DATE APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE 1 - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- 1%- ASTM C 260 iv. WATER REDUCING AGENT - ASTM C494 SANFORD BUILDING DIVISIONvCLEANPORTABLEWATER vi OTHER ADMIXTURES NOT PERMITTED A PERMIT ISSUED SHALL BE CONSTRUEDb. METAL ACCESSORIES SHALL CONFORM TO: TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT ASi. REINFORCING -BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC A1s5RGE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" ASIDE ANY OF THE PROVISIONS -OF THE TECHNICAL OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT PERMITTED. THE BUILDING OFFICIAL FROM THEREAFTER " d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE REQUIRING'A CORRECTION OF ERRORS IN PLANS, INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 CONSTRUCTION OR VIOLATIONS THISINCLUDINGHOTWHEATHERRECOMMENDATIONS. OF CODE - e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TER MITES N COMPLIANCE WITH THE FBC. g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 3. FASTENERS AREREQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED: 2X6 SUPPORT 4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, BEAM FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 12.SCREWS 6" FROM ENDS & 24" CENTER TO CENTER 6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS a KICKPLATES) SHALL BE AN INDUSTRY STANDARD.OF 0.024 INCHES. a 7. SCREENED ENCLOSURES, CONTAINING SWIMMING POOLS SHALL _ COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC C / R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. # N162534Oco 8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN w LDIlVG co - THE FIELD. O 00 10. ROOF BRACING SHALL BEA MINIMUM 2"x z.050". r' 11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SANFORD aSHALLEPDXYTODECKORGROUTTODECKW/3006PSI GROUT WITH BONDING AGENT a 12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE OR EQUAL) TYP. ALL LOCATIONS i d 1x2=0.044 OPEN BACK ° ° d SCALE: NTS 2x2=0.050 HOLLOW JOB NO. 1624210 2x3=0.050 HOLLOW a 2x4=0.0460.100 SMB 2x5=0.050x0.120 SMB . 2x6=0.050X0.120 SMB 2x7 0.055xo.120SMB KP = KICKPLATE 2x8=0.072x0.224 SMB 2x9=0.0724.224 SMB SCR = SCREEN LEGEND: MATERIAL DEFINITION 2x2xO.Q50 WIND BRACING (TYP) LEFT WALL 2x3 ROOF PLAN GJ -oE RS' l 04 cc tllit e O• OF . O NEIGHBOR HOUSE J,, ;• wHOUSE , 0 m 5'-10" o CLEARSPAN 2X6SUPPORT/ BEAM 10'-11" Z CLEARSPAN c 0 3"-.032x1 LB COMPOSITE PANELS N 3105-H14 1/4"A' SLOPE (MIN.) i CID c KNEE FL7561-R3 WALL ATTACH TO WALL FRONT WALL 2x3 I J J J SCREEN SCREEN < ce) x X SCREEN SCR SCREEN' O x 2x3 2x3 co o C° Ce) M KICKPLATE KICKPLATE -' N X X 2x3 ` X CID M N _ N X 3 a a a ° SCR Z Q' a DOOR z U 2x3. 2x3 : Yd ° : q ° KICKPLATE KICKPLATE Q J _j LL 1x3 1x3 o 3,_71„ w J o O a o z Z U _, Q O 8O Q 0 -5 - co U o , U) F- w Z SHT. 1 ) 0 0 U p N J mco co cM o rV ZZQp U 00 U W J Q Lo Lu Q LL T—. Z n LU M. V C LLJ Q OG 0 Q Q V U U-) O KICKPLATE PANEL ATTACHED TO WALL ELEVATION EDGE BEAM/HEADER Fx SCREEN Ka USE #81/2"SCREW 2 SPACING 8" O.C. AND WITHIN 4" OF EACH a CORNER LLO 7 1" ALUMINUM TRIM p MAY BE ADDED TO Zw CONCEL SCREWS GIRT GIRT o RIGID KICKPLATE PANEL SOLE PLATE EDGE BEAM UPRIGHT SOLE PLATE CONCRETE FOUNDATION NO MINIMUM SEPARATION NEEDED BETWEEN GRADE AND KICKPLATE) CORNER DETAIL SIDE WALL TO THE FRONT WALL HEADER NOTE #2: USE #10 S.M.S. SCREW WITH 1" EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER REFER TO NOTE #2 PERIMETER EXTENSION REFER TO NOTE #2 GIRT REFER TO NOTE #2 SOLE PLATE CONCRETE FOUNDATION UPRIGHT LOAD PATH WALL FACE SECTION ROOF MEMBER EDGE BEAM CONCRETE FOUNDATION UPRIGHT LOAD PATH WALL FACE SECTION ROOF MEMBER EDGE BEAM GIRT SOLE PLATE FCONCRETE FOUNDATION EDGE BEAM TO UPRIGHT - SOLE PLATE TO UPRIGHT - DETAIL CONNECTION WITH CONCEALED FASTNERS FROM HORIZONTAL GIRT TO THE UPRIGHT EDGEBEAM 3) #10 S.M.S. FROM EDGE BEAM INTOUPRIGHT PIN SCREW INSIDE UPRIGHT WITH 1' EMBEDMENT WITH 3/4" EMBEDMENT GIRT O GIRT NO ANGLE CLIPS REQUIRED) 3).#10 S.M.S. FROM INSIDE GIRT GIRT UPRIGHT INTO SCREW SLOTS OF HORIZONTAL GIRT WITH 3) #10 S.M.S. FROM SOLE 3/4" EMBEDMENT PLATE INTO UPRIGHT - SOLE PLATE WITH 1 1/2" EMBEDMENT CONCRETE FOUNDATION A1111111/// GUNDE t// S'p% C) No a CONNECTION WITH CONCEALED FASTENERS I OZ . CV FROM HEADER TO PERIMETER EXTENSION a nJ o" 6O' C w HEADER ` t/`J Vi C 2) #10 S.M.S. FROM INSIDE FACE OF PERIMETER EXTENSION tINTOSCREWSLOTSOFPERIMETERWITHi1/2' EMBEDMENT U Q NOTE #1: USE 3/i6' CONCRETE SCREW WITH 1' EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR VMEMBER O 0400 coco O c M V Z z Q Q U U V / CONNECTION WITH CONCEALED FASTENERS FROM GIRT TO PERIMETER EXTENSION W . O L J ImNOTE #1: USE 3/16" CONCRETE SCREW WITH I" EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR f uj In MEMBER r n zo, W GIRT C 0 U 3)#10 S.M.S. FROM INSIDE FACE OF PERIMETER EXTENSION INTO SCREW SLOTS OF HORIZONTAL GIRT WITH 1 1/2" EMBEDMENT Lo OfO REFER TO NOTE #1 V O LL CONNECTION WITH CONCEALED FASTENERS FROM SOLE PLATE TO PERIMETER EXTENSION NOTE #1: USE 3/16" CONCRETE SCREW WITH 1" EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 2) #10 S.M.S. FROM INSIDE FACE OF PERIMETER EXTENSION INTO SCREW SLOTS OF PERIMITER WITH 1 1/2" EMBEDMENT REFER TO NOTE #1 G SOLE PLATE Z U W Y J Q J . u- O iri Q Owl OwoQULL o EL o Z Z OV U) F u10 SHT. Z 00 a 2 O— m LOT b+,+u i DD As KGG,M E D it PU DUG RC Gog r FI G` v z LOT 155 LOT 17 N LAB E ill LLA5, PM5E La PEAT ncoK zoo OAG 3 -Co; a SEM I NOLE "L)tJTk(, OKI PA. i C L' Ng G e.t Q. Gj2, VJA. L_A- 3, 57 Af Op a APPROVED PLANS y ENG. UE f . O's -si no"A's o,l y 3' Conic WPAIK V,/. TIDY f viu/ 2 } p!MX, , 4' I - STORY RP5. d 10 7 o b N N p v UOT EO ND. 1.9 TY PY(A.L) . LO— 1Co 1'' Lpl NOTtI: 1. DATt Of FIC-LD Ivlrt1: (Ap 1. ACCOADI A U.1 mom 1NIU4H AA t 1 TF ( !e w,ovN "i0« t706SSLTULI/N[D 100 T AITIt 000 JEA A" Lltl WITHIN rLWD =91 IUIIUDTACI MD/ON -An LA1"'IW%OVtKMI N- WNT1. II unvtlt NOT LOCATLD. i 4. NO //AACN OF nt PUBLIC UCXKVI 11A/ NAZI IT TNII O IICt. f. LICAL D/ICA1/110N 1/ AI MNIINtD IT iNt IW 1[ AA 1J, IN" NI ttIN Mt AII[ItNCID to CERTIFIED TO: AurFie P ± 6fZEfJ DA GONT GIT 16OMP 3AAV INAG5 FL-0KI PA,- F" It' 5r AME K%<-A,, J `C`ITI.-S I HEREDY CERTIFY THAT THIS PLAT Of SURVEY' OF THE ADOVE DESC- AIDED " ERTY It TRUE ANO CORRECT TO THE DES OF My KNO*LCDK AND EICLI[F AS RECENTLY OUR- VtYED UNDER MY DIRECTION AND THAT IT MtRTs THE MINIMUM TECHNICAL STANDARDS DRY FORTH BY THE RLORIDA WARD OF LAND Dl&IVEYOR6 PURSUANT TO SECTION 4Tt.Ol T OF 1 FLORIDA STATUTES. F41FOERIC, K J. FpANC18, PLA RtO, LAND (1NRVIYOR 44E1 , OT40l 00 PI.ARImA COPIES NOT VALID UNLESi SIGNED AND IMSOSSED, errs MaeT d w mmf LAa I t 0 710 M tONSULT IkTIAWd Me6M /t Pwlelsrr hnlw T O g N 8M 1 to SSYTH RVEYING— C`v—"~MANGE $ to/T ANTS,, INC, P0, Box 3062, Wimler Sptlny9, FL 32709 r,1 Dt, gip, DRAWN ITtS`1DHteNtD Ir F.FNo.ICALr INtrt 1 $g_g Q OATS .Z DATE a-53L.. IN - w of ( ORAWINI 100. i PRODUCT APPROVAL COVER SHEET CUSTOMER NAME: Conti CUSTOMER ADDRESS: 107 Clear Lake Circle MANUFACTURER PRODUCT FL. PRODUCT APPROVAL # Elite Insulated Roof FL7561-R3 Florida Building Code Online Page 1 of 2 1 u, r,afa%ento BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts Publications FBC Staff 5CIS Site Map Links Search Busines Professional Product Approval USER: Public User Regulation Product Ap6roVal Menu > Product or Application Search > Application List > Application Detail l+l ti FL tk FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 954) 491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer J 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 Validation Checklist - Hardcopy Received Certificate of Independence EL7561 R3 COI Cert of Indevenderice.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 http://www.floridabuilding.ora,/Pr/pr app_dtl.aspx?param=wGE VXQwtDgsg3kzX72BeuCe... 7/9/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products I FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"xllb EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwa.DidApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.Ddf design pressures and spans. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -malt address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395, 'Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F;S. must provide the Department with an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: E@r® "®-'- CreditSrJE http://www-.floridabuilding.orc,/pr/pr_app_dtI.aspx?param=wGEVXQwtDgsgJkzX72BeuCe..- 7/9/2015 DO Kim & ASSOCIATES, 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, 5t' 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. 4-25-15 Do Kim, P.E. FL #49497 P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 1 of 3 DO Kim & 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" Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL- I001 titled " EPS Foam Core Composite Panels", sheet I-1, prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E_ 3.. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc. HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06- 2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI- 06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI- 05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 2 of 3 Do Kim & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS imitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 5"' Edition (FBC), Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site specific engineering along with all components noted herein. 4_ Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 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. Allowablepanel 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 loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3" x 0.024 x 1 - LB FPS PANELS ALLOWABLE CLEAR_ SPAN CHARTS) Nil ALLOWABLE LOAD (PSF)I MAX, ALLOWABLE SPAN (FT) L/BO- L/120 L/180 L/240 10 IT- 11 6 1 44.10 9 14 I3.N I..z 90 10. 107 9,4 09_6 t EE; 9 2 5:60 - 20' 60 7.40 6,39 90 6,33. E164. 4" x 0.024 x I -- Lb EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NEI ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80. L/120 L/180 L/240 19 Tg.00 19.00 1.1.17- 1W3 1501 130, 1791 1395 56 1 E,20. E.70 51111 40 10,97 10,97 10.97 000 b Y92. 9.92 - i44_ 6:22 60 9A3. 913 7-Ol 354 M BJ2 0Z2 370 IL7 BD2 Era 3 4 6" x 0024 x 1 - LB EPS PANELS Al_I_UWABI-E CLEAR SPAN CHAR-1,SD NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 4740 21P4 E1.47 n 16u- 1606. 1806 1--• 8.a4 - iS13 1513 40 15 13 IJ.J 13 4 i3J4 s0 12.10 IP.10 12.10 - 10.9t' b0 IE17 1L17 11.17 D.43 15 ro ID.44 MO 10.30 9s. BO 987 905 4 3:47 3" x 0.032 x 1 - LB EPS PANELS CALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LUAU (PSF)r MAX. ALLOWABLE SPAN (FT) L/00 L/120 L/100 L/240 1T5 1.1 1 20 16 64 1'S•92 14.06 1216 1 T7 14.tl nal A36 7--- 2E---10IG 3.71 76 60 1075 8.36 261 0 27: 6.46 00 79D 4.56 4" x 0,032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NE'I ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/120 L./180 L/240 to 2450 20.11 1924 20 1749 14.0T f2 410LIG. 15.74 12P.4 O.T4 33.99 9. 60 1 ,24 I= L75 70 10.49' 1.38 00 B74 L73 6" x 0,032 x 1 - LB EPS PANELS ALLOWABLE CLL AR SPAN IARI-S) NET ALLOWABLE LOAD (PSF)) CI MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 240 t 4 24.. 2i, 0- 1 40 233'i` 23R1 P.1:02' Eli 2 a zall) N63 19:42 17.02 10 06E0.05 17, 13.0E SO t9.6C IOAT U.62["'fie501%6- 1609 e.2'c7017.14 15J0 9913. I a 7A2 3" x 0.024 x 2-- LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NE I- ALLUWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (Fl) L./80 L/1.20 L/180 L/240 to 19.33 19.95 18J1 17.66 70 IbUD 16:{6 4.41 IR-16 40 0.1 1 06 SO 60 IP,07 12,46 057 4 ] NI IW 11:Ib 662 2.07 00 1026 9.05 4.67 4" x 0•024 x 2 - LB EPS PANEL- ALLUWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240. it 21.97 za 29.17 M77 19.06 1IL76 70 1937 1957 .. I021 IS-- I53 '. 40 7935 IOJ6 1434 Puz- IT.16 I'1.09 tao 60 IT% I5,9s 13E4' 9.93'. 70 14:73 11. s If- 7.12 IS SS 9.93 SI 6" x 0024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L./180 L/240. I0 MY' e3. o- 2 46 30 E_47 P2.47 L2.10 elm 40 E1.75 21.75 21:71 CO2h7 30 21.02 e1.0. E0;49 19D7 69 20.E9- 11.64 17.94 io 19.57 19.37 10.79 601 01894 l(LV4 I,N F R A 1. NOTt-S I. Congw;ite panels shall be eonvr acted using type 30U3-N 154 ahnninum theiugs, I or 2 PCI' AS'FP9 C'-5 i8 carpenreF hnnnJ CPS adhere Il tduminwn lacings with Ashi:uld Cicemirnl 20201) ISO Blip. Pabii'Mion to bt by P-lile panel I'{rod Wli only in arconiance with approvrd ihbria lion .lunfinds. 2 Cbll Inuf pnnll I uI T i Jl 1715 (im) •I;' (cx11 un ng nda,v NI I -50I appnrn td, 1. 1'h t p lJicuu n h l I P (les gncd and sladl hw 60"i,.awd it, alter ldan'e will, th-qui ... lantsol the FI a ida 11l Idng, ( ode i Fdaim, (IAA( ), llmpo,ilc panel., comply wall Chopll,0 Sl 16va 72II ('hapkTB Seltwn 803.(h.Ss A inlulol Inuslt. uud itaplcr 26 Sl,,uon 2601, All local building code )Imcnd -m., hall be adl-ld to as reyuircd, 4, The designer shall determine by accepted engincaiin; practice the aflmeablc loads tbrsiw specific load cni dili.m (including load eunlhinoliuns) using III, Jaw iron the Alolvabiw loads wblcs a I spans in this appnn'ui. Dcllcctwn limits and ulirnl'ohle spans havw been listed Plower 113C including the I IVI IZ,- ill FI VI17, Olis product slmll be used in structures "non h) be. consiteewl living areas" per Section 1616 unless inllxlct resisronwe in accordance h) till, IIVI iG mquil'l•Iltl'11t5 ale 1112I. 6, Salrty 1altnr ul 2.D has heel, USe to d-lup alk"'ilblc IuadS and StIllll lnln) Wlfillg ill rlel:nl'd:ll ll'l' ill the Linllll•llll- tar AluntimmI, Sn-lu- Pan I and eonfunn, to the FNC• C hupm lb and 20. 7. I-esting hill been cwldtmled in accordance w AS IVI F72-05: Strength l'csl ul Panc15 1- Building CunsimciPm. 8, Ite(erenca•test ropuns:IW1'1-05-1988, IIFTI-06-2104, IlL1-I-O6-2066, lil'"r1-04l 2110.5, IIF1L0(i-2U67, I11AI-U5-INO2.I11711'I I. - U6-'_ I07, t I Cil'I-OS-I U87. l it N-04-2U49. H1Crl-U6-2U7I). I11'I I.Ob-207I,.IIiiTI-Us- I (194. 10': r1-09.10o I . I IEn-u(,-2072, LTI-06-2073, 111iL1-06-2U74, HF.i'I'1-OS-1996, ill I-:'I'I-05-1981), LIP:I'I-05-1993. I-IF7I.05-1985, OF 1I-05-1995, FIG'11-05- 1990:111iI'I:Uy.1497, 1114145.2037, lit i'1`I-U.5 -2tl rY.11lti l'1-OS-2(139, III"11 N5-2(Lill, lif:Ii-0S2U•11; 1i M11-US-2048. 111:11- nsaD36. uerl-BS-2o3I, hII:T'I-Bs-zo3n, nP'r1-us-nrls, Ilrrl-es-2o41i, 111:T1-Bs-zoa2. 9. I_incai 1111CrpUla11011 shall he Idla\vCd lur figures within Ihe. tatdcs shown. III. Pools with IBn be ,u shall bu considered uyuivalenl w similar panels aitk I Inn hoams. Design Prolessionais ma;, inrhlde 3" x 0.030 x 2 - LB FPS PANELS AI_LEIWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 U180 L/240 10.eoll 20. l9! 10.01- 20 JO. 17; i1 13. 40 11-6 7- 16,33 513E9 11.43 SO 1 .74 112 I 7! 9.9 6D I4.b4 1309 1021' Bz 79 1155 0.36 06 0r1 12.46 Aaa IIA3 6752 I60 4" x 0.030 x 2- LB EPS PANELS ALA OWABLE CLEAR SPAN CHARTS) NET .._.._-. ALLOWABLE LOAD ( PSF>r B I .-._..._ MAX. ALLOWABLE SPAN (FT) L/ 00 L/120 L/1130 L/240 All. P4.17 E4,17 twa v4.17 20 E364 6r C3.4L 23,f 40 E)-51 21.51 80.39: 10.91 s0- z 18 0. tl01..3917.37 14,79701U3 132kIE-5917261'.. 1 a 6' x 0,030 x 2 - LB EPS PANELS ALLUWA131_ E CLEAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF)1 MAX. ALLOWABLE SPAN (FT) L/ 60 L/120 L/180 L/240 1 0 2440 a.BY- P3134 9CTGS-• CS69 a3j4 204'. 40 2E. 94 2294 Bea! 2185. e2E3 azaa . PI.05_ 20.05 50 el.53 e1S3 21.10 19.06- 69 200E a 2tl:36 10. 7 70 E 1t 20.11 1961 17.97 80 IA19 7.4D 1"I low SEAL JOINT WITH CONTINUr1OS CAULKING 0 00'0j0,0j00000,j0,( J)0' 1 a IffiCRLOLKIti014:_ S>:S t 1 Wl cl nvr I 41 MAX VI0111 II/tE PodoQD o i]o !'Al EPS CORE ILB OR 2111' 079;n OnO;j ALUMINUM BOTTOM 1 FACINGS CLEAR SPAN (I.) INSIDE. In INSIDE EIJG1kCER OF REWRD TO PROVIDE FOR ROUF CnNNCC'IONS 6 ADD 'I HICKNESS OF SUPPORTING SIROC U E DETAIL. BY WALL FOR TOTAL TIIIS OR ANY OTIIER ENGINEER. PANEL SPAN OPTIONAL GIITIERt DRIP cq 36' MAX IN FRONT' S 25'/. OF PAWL WIDTH 8 SIDES 12' MAX AT SIDES) DO KIM 6, ASSOCIATES. LLG CONSULTING STRUCTURAL ENGINEERS PosC ID000 p 11 3r 57a TA 18 I31057,OD55 Q J 0 L Q Z a LuU F Uz 22M 0Ma U Q W L O WZ F- j V) LL Q a Of L 0 L 9TATErp71Oa. FL Drawing No. - FL-1001 SHEET 1OF 1