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114 London Fog Way; 18-3766; SCREEN ROOMk CITY OF d; AN ` FIRE DEf>ARTMENT SEP 5 Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ , V , glop PO Job Address: _ 04 Lon Fop lf•1 aq Historic District: Yes Nolz Parcel ID: 3 lq • 3[) .5 J 30000 O_AIQp Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: UW\EM na _ I Title: c Le Y1rw- Phone: L1O"l• UCICi t0gCi9 Fax: LJO-1 • WOjq -UCICR Email: ['_ Sk c)C aE C 'O Ck . Co fr Property Owner Information Name fq(11f1C 1 A- 3OS e_C_k1 ' o(- e_ _-_- Phone: 40-1. 3913 • 1"l G Street: 1\y LOn6c)n FaG1 "CW Resident of property? : 4e S City, State Zip: C-o rCk C_ 3.1 -7-71 Contractor Information Name ( a-f ( e. Yl( Off- (\G C(O Phone: 40"1 •lDqr-1 lD9qq Street: 1055 1\ Lg Y SE' %-I i GA iej aPS Fax: q cn - oci g • 1Qq GiR City, State Zip Y'r'i FL_ 3"1 ( State License No.: C_RC.13 .C't C k Architect/ Engineer Information Name: T-_-47xN S,('Nen Phone: 1ACn 53ci • Q353 Street: AW0)r,feVwy'CAS"Rd fkowo Fax: 1AO"1 ' 5 Z33L4 City, St, Zip: D "C' 3a'1 "19 E-mail: Bonding Company: fJ I P._ Address: Mortgage Lender: N I Pr 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, beaters, 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: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien .Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Vy 3c Signature of Own e Agent Dat Signature of Contractor Agent 6ate rc PrintoOer/ gent's Name Signature BRIAN A HOOVER MY COMMISSION # GG095752 EXPIRES May 17, 2021 Owner/Agent is Personally Known to Me or Produced ID _ Type of ID e fi Qf-$" 0i44, ^- LAc-(t- kAC b rc<th Print Contractor/Agent's Name A )A! + 9) ),P) S Signature of Not Date BRIAN A HOOVER s MY COMMISSION # GG095752mac 6'a+'SI EXPIRES May 17, 2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID Permits Required: Building Electrical Mechanical Plumbing[-] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads At APPROVALS: ZUNING: q S. ;-O/d Je UTILITIES: ENGINEERING: Fire Alarm Permit: Yes No WASTE WATER: BUILDING:' COMMENTS: 0& f 2 i--CAvIl /6' X /9/ G u rri /lNrs SL /,C <n -eaj ,a. a -,. el("'11 914,S Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE PERM, T l[1 nnn Iyi s 1[® ec n® IIDe cnn ffn®n. Footer / Setback Stemwall Foundation / Form Board. Survey Slab [Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing— Walk Sheathing -Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar; Final Roof;, Final Stucco / ,Siding Insulation Final Final TJtility Building - Final Door ' Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre --Demo Final Demo Final Single8amil'y<Residence Final. Building Other t. Address: I 1[nn N!I[-sg I(n chn®n IIDesern2d®n Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 3 min Ma u/f 1x.} ii Slt c'uT `NI?1L 3'h}•n'e i T'k•L•K 1 `, 'Mi?,1')fJT!!y¢ I<nns nec>in®n IDeacn n n n®n Plumbing Underground .... Plumbing Sewer Plumbing Tub Set Plumbing Final Ali i.,ta•i I"i rv i ical Rough MRgym' 1'e L^2 SttG.r3'4•t.w M1'`' k ; / r.`.n y J Underground REVISED: June 2014 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I. ) I hereby name and appoint: an agent of: IGe;v\ Coos e of Cowan U—C to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): E"- The specific permit and application for work located t: ti W c o d Str t Address) Expiration Date for This Limited Power of Attorney: I' I License Holder Name: i 11C C (--I r C&O State License Number Signature of License Holder: STATE OF FLORIDA COUNTY OF e-rY-)i tr)0)i e- The foregoing instrument was acknowledged before me this 3 day of us - , 200 I , by k4O- K -A C h w (n,11") who is P-personally known to me or who has produced as identification and who did (did not)/take an oath. A Notary Seal) BRIAN A HOOVER MY COMMISSION # GG0l5T52 EXPIRES May 1T, 2021 Rev. 08.12) Signature 7 6 y4z Print or type name Notary Public - State of Commission No. My Commission Expires: Legal Description LOT 26 MAYFAIR OAKS PB 50 PGS 38 THRU 41 Taxes Taxing Authority v Assessment Value Exempt Values p Taxable Value County General Fund 145,449 50,500 94,949 Schools 145,449 25,500 119,949 j City San.... . _... ... -- ford 145,449 50,500 94,949 SJWM(Saint Johns Water Management) 145,449 50,500 94,949 County Bonds _ _ _ 145,449 50,500 94,949 Sales Description i Date Book I Page Amount Qualified Vac/Imp QUITCLAIM DEED 1/1/2018 09066 1763 100 No Improved WARRANTY DEED 12/1/2016 08II30 1525 192 000 Yes Improved WARRANTY DEED i 1/1/2011 07529 j 0261 100 ' No Improved WARRANTY DEED i 2/1/2003 M.. 04737 0494 127,000 Yes Improved WARRANTY DEED 7/1/1996 03113 0478 92,100 Yes Improved Find Comparable Sales Land Method I Frontage Depth ? Units Units Price Land Value LOT 0.00 0.00 1 38,000 00 ; 38,000 Building Information Is Bed,"Bath count incorrect? Click Here. Description Fixtures 3 Bed i Bath Base Area i Total SF Living SF 1 Ext Wall Ad/ Value Repl Value Appendages Grant Malloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018101131 Book:9203 Page:1909; (1 PAGES) RCD: 9/4/2018 10:59:15 AM REC FEE $10.00 J THIS IN T UM NT P ED BY: Name: L Address: U K\ 1 L NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. Z 3"t- ZC)' 15 k3 •0000' too 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. 2. GEN RAL D SCRI,4TION OF IMPROVEMENT: l Gti 4 Q\ U'tiMl V1l.11Y1 -ftUI'Yi f= a m n fi L-1Yl _ 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: _ Name and address: I V C *- 1\-i LO 1 UC1 YV(,L Interest in property: V I Fee Simple Title Holder (if other than gw+p\er listed above) Name: 4. CONTRACTOR: Name; J' )Ke 0k, 1. 1C 1 04')Cl)Aone Number. Address: 105CS Nu(-Se("Lf '-Rd - (a_ 65 Wkr(jC(- cSXi WS f 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: Address: N t Amount of Bond: 6. LENDER: Name:_ W 1 14 Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Phone Number. 8. In addition, Ownerdesignates of to receive a copy of the Lienoes 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. A IT&f i Nlorar_P Signature Owner or lessee, or Owner's or lessee's (Print Na rid Provide Signatory's TitieHmce) Auth ed OlflcarNlrectoNPartner/Manager) Inr State of i ° n d" County of The foregoing Instrument was acknowledged before me this . 7's rj day of AU riz f% 20 d by lVa A Who is personally known to me OR Name of person Icing statement who has produced identification 1 + p type of Identification produced: d% Vets "w.ff— iRBRIAN A HOOVER n MY COMMISSION # GG095752 `iY. EXPIRES May 17. 2021 Notary Signature CREATIVE REMODELINGCR 1SKte 5A1 CQ;7 LhmmalChekI www.crorl.com BUYER'S NAME: A/r. ADDRESS: I j y do^ t Certified Residential Contractor CRC 1329083 407-699-6999 1055 Nursery Road, # 125 Winter Springs, FL 32708 DATE 9!'A3If f 1. CASH PRICE ........................................... $ b©, 0' 2. DEPOSIT ............... ... ............. $ It 0 w. W BALANCE .............................................. $1 SA0,W 3. DRAW 1 .....:. . ;;i1Pnx:C:4? r.'..... $ BALANCE....................//....................... $ 4. DRAW 2 ........ 'T!' ', c......... $ 'fir tom. m PHONE: 5. BALANCE DUE ON COMPLETION ...... $ Remove existing screen room. Install 15' x 18' bronze aluminum frame sun room. Walls to be framed with 24" high knee wall. Knee wall to have aluminum kick plate inside and out with insulation between. Install (9) CWS aluminum frame acrylic slider windows with 18/14 mesh charcoal screen. Install (1) CWS aluminum frame entry door with vertical window, deadbolt and lever handle. All acrylic to b ronze r grey tinted. Install 3" thick insu ated walk on roof mounted to house wall at approx. 8` height. Roof to have 12" front overhang with gutter and downspout, 12" side overhangs with fascia trim and (1) internal fan/light support beam. Seal all roof seams with 4" wide tar tape. Extend concrete 5' x 18' across front with steel reinforced Tooter and cap over existing concrete to raise height. Haul away debris. Not responsible for electrical, any painting, irrigation or flooring. Includes engineering and permit. Total Cost $16,860.00 Price includes all available discounts and based on payment of cash or check. Credit cards accepted by adding 3.5%. I acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to its terms. DATE: 2Y—.0VZ5, 20d This contract is subject to approval and acceptance by the Seller. PURCHASER: BY: d i PURCHASER: NAME OF REPRESENTATIVE: ` ` 1_ THIS BOUNDARY SURVEY WAS PREPARED FROM TITLE OR OTHER UVFOr'Bd MN FUMWED TO rHM SURVaYOR T'E MAY BE OTHER RESTR}CTIONS RECORDIm OR UNRECORD-M cASBE NTS THAT AFFEC71 TF IS PROPERTY . PROi' SMB ARE4SZ7,70 ALL COVEIiAN fS, RETINCTfONS, EATS AND 3-t A= O'r RECOn, 2 NO UNDS;tGROUND 3FROVSffXfS HAVE BEEN LOCATED MESS 07iERWLSE SHOWX S F iC F SHOWN 3311- 3. TM SURV=Y fS PREIlU2Fil FORTHE SOLE BENEFFF OF T: IOSE CE TO AND 5h'QIFi0 110T BE RS ED UPON OR IM 8YANY OTHER BdTf?Y. SURVEYS ARIA NO TTRANSFERABLE 4_ DII,MiSIONS SHOWN FOR 71E LOCATION OF lVPRGVE Ely HEREGN VOULD NOT BE USED TO RUGNSMCT BOUNDARY LKES BOUNDARY BEAR(NW.AADD DISTANCES ARE 6HOv1N AS PLATTED'UNLESS DENOTED AS MEa=RED_ 3. 3EAMGS mE BAD ON RECORD PLAT DATUM AND ON THE LINE Sii0VM AS BASE BEARING {88}. 6. ? ROFERTY HEREON LOCATED IN ZONE ' X' PER F.LRbt VIP? PANEL NO.12117C DD65F- DATED DS•28 T i. BUILDING LRES % OVK RE RESBBFFMRMGWALL& EAVES, IFAN1; NOT LOCATE C OR SHOWN. Pro? 2rty Al&am 114 36 THIS PROPERTY APPEARS TO BE 0m= nn='4 QV lnnnr40Xl VJA T= Lot 2- i• SURVEYORS And LB 4E; Mapping Associates, Inc. 109 Vim OPOMESTR—f ALTAMONTEZ.- R 405, fl- W14 FK ( u 896-1155 t a. Lu co P. C. 25' jAlp.f- c ^ n I szra AT PRA CURVE RADWS I ARC LENGTH CHORD LENO GHOR4 BEING WITA ANGLE Cl ( P) 75.00' 36.47 36.11' S 21'34V 2T51'41.54' C2 P 125.00' 40.77' 40.59' S 26'07'15' W 18'41'22.06" LOT 26, L4AYFAIR OAKS, ACCORDII+I6 TO THE RAT THEREOF, AS RECORIDED IN PLAT BOOK50, PAGES) 38 THROUGH 41, OF THE PUBLIC RECORDS OF SBW40U COUNTY, ROMA. Wa sOrt- Longwood Reabr: JUDO SMa Phone:} ( 407) 332-8000 Aluminum Framed Screen Room With Acrylic Windows 3' t 3' 4 -t 4'-t RECORD COPY REVIEWED FOR CODE COMPLIANCE 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 Existing 6068 S.G.D. To Remain) 18'-0" Floor Plan NOTES: 1.) All Windows & Doors To Be Installed Per Manufactures Specifications 2.) All Acrylic Windows Are To Be Removed @ 75 M.P.H. or Greater. Grade 8" (MIN.) n 18'-0" Foundation Plan 8" (MIN.) 1) #5 Bar Continuous w/ 25" (MIN.) Lap (TYP.) 4" Concrete Slab with Turndown Footer w/ 2,500 PSI Concrete TYP.) Section A A Notes: 1. There shall be no debris or roots within the foundation. 15'-0" 2. The foundation shall be a minimum of 2,500 p.s.i. concrete over 6-mil. vapor barrier on clean, well compacted termite treated soil. 3.2,000 P.S.F. (MIN.) soil bearing capacity. 4. At all interfaces of existing and new concrete foundation, reinforcement bars shall have 6" (MIN.) embedment into existing concrete using Simpson SET-XP Epoxy with the minimum required lap (TYP.). 0 8-3766 0w TE: 8/28/18 N1 II PAGE: II Scale: 114" = 2' 1 of 3 8'-0" T-8" Material List: 6005A-T61 Alloy 1" x 2" x 0.044" Open Back 2" x 2" x 0.045" Patio 2" x 3" x 0.050" Patio 3" x 0.032" x 1-Lb. EPS Panel NOTE: Door Connection 1. Door to be attached to structure with (3) hinges (min.). 2. Each binge to be attached to structure with (min.) (4) #10 x 1/2" S.M.S. 3. Each hinge to be attached to door with (min.) (4) #10 x 1/2" S.M.S. 4. Bottom hinge to be mounted between 10" & 20" from the ground. 5. Top hinge to be mounted between 10" & 20" from top of the door. 3" Composite Roof (TYP.) Aluminum Framed Walls (TYP.) 16-0" T T-8" 1 Concrete Foundation (TYP.) 20'-0" Plan View 18'-0" Front Elevation T-8" Scale: 114" = 2' 2" x 3" Edge Beam 2" x 3" - Attach 1" x 2" To Girt Usu 4) x 1-1/2" S.M.S. (MIN.) Screw Bosses (TYP.) Attach I" x 2" To Base Plate Using 2) x 1-1/2" S.M.S. (MIN.) into Scri Bosses (TYP.) Corner Detail kttach I" x 2" To 2" x 2" Using 4) x 1-1/2" S.M.S. (MIN.) into icrew Bosses (TYP.) o 2" x 3" Using # 10 x 1-1/2" MIN.) @ 24" O.C. & 6" From d (MAX.) (TYP.) 1/4" Dia. Tapcon w/ 1-3/4" (MIN.) edment Into Solid Concrete @ O.C. & 6" From Each ight (MAX.) (TYP.) Concrete Foundation (TYP.) ttach Channel to Concrete Using Concrete Host (1) 1/4" Tapcon w/ 1-3/4" (MIN.) Embedment Into Solid Concrete @ 8" O.C. (MAX.) (TYP.) 3" Composite Panel (TYP.) IVY 3" Aluminum Channel J Roof to Host Attach Composite Panel to Channel Using 1) 410 x 1/2" S.M.S. Screws @ 8" O.C. (MAX.) Top & Bottom (TYP.) Caulk All Exposed Screws 3" Composite Roof See "Roof to Edge Be for Roof Connection 2" x 3" Edge Beam 1/8" Thick Internal Clip (T' 2" x 2" (TYP 1 x 1) 1/4" Dia. Tapcon w/ 1-3/4" (MIN.) Embedment Into Solid Concrete @ 24" O.C. & 6" From Each Upright (MAX.) (TYP.) Attach Base P 4) x 1-1/2" S.M.S. into Screw Bosses (TYP.) Attach Roof to Edge Beam'-` ' -=-- 1) 1/4" x4" Lag w/ 1-1/4" Washer @ 8" O.C. (MAX.; Caulk All Exposed Screws Upright Detail Roofto Edge Beam(s) Attach Header to Upright Using 4) 410 x 1-1/2" S.M.S. (MIN.) Into Screw Bosses (TYP.) R (TYP.) ch Clip to Upright Using t10 x 1/2" S.M.S. (MIN.) i Side (TYP.) Attach Girt to Clip Using 2) #10 x 1/2" S.M.S. (MIN.) Top & Bottom - Each Side (TY: Concrete Foundation (TYP.) imposite Roof Panel (TYP.) Aluminum Edge Beam(s) (TYl SCALE: N.T. THIS BOUNDAW SORVEY WAS PREPARED FROM TRLE OR OTHER INFOrRWTION FURMtSHED TO Trig SURVEYOR. THME MAY SC OTHER MSTRMONS RB=DL. D OR UNRECORi3-) EAsiA S THAT AFFECT R-IS FROPERTYY. ROP8tM ARE4alECT TO AID. C0VElWrl3 RE5 TRfC i iONS, EA3E3fiKiS AND SETB= OF REC0n, 2. NO UNDERGROUND aFROyEl&NTS HAVE BEEN LOCATED WLESS O7iERW6SE &H wL SEtFFIC F SHOWN I5 -f-. S. TM SURV=Y fS PROD FOR THt SOLE BBAEF74 OF T:iM CEIT7IED iO AND iJ1D NOi BE R7 i i UPON OR USED BY ANY MICR DM Y. SURVEYS 11.4E N91-7RANSFEERet31E. 4. DIMENSIONS SHOWN FOR THE LOCATION OF ih}PRUMENM HIMON -SI OU D NOT BE USED TO REDONSTRUCT BOUNDARY LINES BOUNDARY BEARINGS AND DISTANCES ARE MOWN AS PLATTED UNLESS DENQ i-5D RS MEASURED- 5- 3EARii108 ARE BASED ON RECORD PLAT DATUM AND ON T HE LINE SS -I WN AS BASE BEARING M). 6. PROPERTY HEREM LOMTED IN ZONE ' X' PER F.LR.M. MAP PANEL NO, 017C RQCv= DATED 09.2M i _ 7. WILDING LNM SHOWN, REPRESENT BULDNG WALLS, EAVES, IFAM; NOT LOCATED ORSHO*L PmpenyA W m Cli 04d fr3 O G CD rn4 la N&D LB4556 THS PROPERTY APPEARS T13 BE SEI VIC0 BY MUWNPAL WATER; AND SEWER Lot 2_5 suRr1:YORs And Tge5M wapping Associates, Intc, 1M WFST ORANGE STRFr'Z ALTAMONM S?RINGS, 14 FH. (4nT $901155 a 30 6G S ° - 5, i R I/ /S')e /`' a/u rn,< a...t tj/.l- 1S DE REC N0 1 S 89-Wi 8. W 130.36 (P) Lir I Ora WA_l P.C.1 26 t m m RECI 1 LLJ aC LS27T4 r- AiRf O a RECt 3 W n 727F4 AT?Juk CURVE RADii1S i ARC LENGTH CHORD LENGTH CHORD BEARING ZETA ANGLE Cl tP 75.00' 36.47' 36.11, S 21'34'32' W 27'51'41.5e C2 P 7' 125.00' { 40.74.59' 4 S 2FO7'15' W 18'41'22.0C a DESCRIPTM: - ORDERED BY: LOT 26, MAYFAIR %n.. ACCORDM TO THE PLAT T1r:E2EOF, AS RECORDED IN PLAT BOOK50, FAGE(S) 38 TiTROUGH 41, OF Watson- Longwood THE PUBLIC RECORDS OF SE E40LE COUMY, FLOM Realtor: , urb Sevv a CEKnFIED TO:-- . -- (Phonc) (407) 332-6000 City -of Sanford w. Building and Fire o Product Approval Specification Form Permit # Project Location Address \ ar =oC "G As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide theinformationandproductapprovalnumber(s) on the building components listed below if they are to beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Manufacturer Product Description Florida Approval # include decimal) Category /Subcategory 1. Exterior Doors Sm bnLi r i 0.n Alt,m i o 1 Swin in Sliding Sectional Roll Up Automatic Other 2. Windows Sin le Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Manufacturer Product Description Florida Approval # including decimalCategory / Subcategory 3. Panel Walls Sidin Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofin Products Asphalt Shingles Underla ments Roofin Fasteners Nonstructural Metal Roofin Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofin 1 i t3 u Ski n lloaE.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors % Anchors Truss Plates En ineered Lumber Railin Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Mom.,- M C cny-a-A- Please Print) June 2014 b c Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List sly. r mpi trk a 4 Search Criteria Refine Search Code Version 2017 FL# 161.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL a ..a.. _ ,.....:...,..:,... FL# Type Manufacturer Validated By Status FL161.-R6 Revision Custom Window Systems Inc. Steven M. Urich, PE Approved History FL#: FL161.1 717) 317-8454 Model: Guardian Hinged Door Description: Guardian Hinged Door w/Glazed Insert. Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved by UCPK. Approvals oy uCrK snail oe reviewea ano raulieu oy 1— 1v1 uie wnu niooi uii a n-ca Y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privary Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 dick here . Product Approval Accepts: W W eCtmcx https://floridabuilding.org/pr/pr_app_lst.aspx PRIME DOOR - NON -IMPACT SHOWN w/ALUM. SINGLE HUNG) 37 1 /4" OVERALL WIDTH 36" UNITWIDTH OiDOOR CR NERALL EIGHT 80" UNIT HEIGHT I DOOR CORE i 712" p Bi 5 112" J i I i I i iI TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........1 CONFIGURATIONS................................. 2 SECTION VIEWS ...................... :.............. 3 BOM & EXTRUSIONS ..............................4 ANCHOR SCHEDULE & NOTES.............5 INSTALLATION DETAILS ........................6 A L l`Iq:L\CC91 1 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: OUTSW ING, LEFT OR RIGHT HINGED 4. DESIGN PRESSURE RATING: NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1 /3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7 5 8" 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE HINGE ( TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. B 22'. iB HINGE (TYP.) 6 i I Lucas Turner 2017- 09-15 15: 13+20:00 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37- 1 /4" x 81 " 40 PSF NONE WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .CW S.CC 1000 ALUM. GUARDIAN DOOR NON - IMPACT a ? az0 F- owo o z woo ¢ w w z07 "_zF- O Q 0 i> 00 3: m LL F-W ZF-ISM= Z z=mia[)wo0 OOF-0 ¢__ fle U U(q F-Z.aP'n0- InO ZO —ZjVc ZUOZ j Q OwoTpz 2 F Z H 0 ll wewUOw(nW a_ oe owF0wo a F a x3:a z 9/ 15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 P H . 941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE 1 09/08/08 CWS- 176 F ALE}____. ____ ........._.. SHEET 1: 15 i i1 OF 6 O 031191HO2Jd SI ONI `SNDiSAS n g () MOaNIM NOisno d0 NOISSIVg83d N3111LIM 3Hl if10HilM 3IOHM w LU i J Z a V SV 230 i8Vd NI NOIlOfl0Oad3H y= 9 U Q Q 2 ANV'ONI `SN3ISAS rn r ? O T MOGNIM NOlSIIO 30 A1LI3d021d v O Z 3I0S 3Hl SI ONIPA"Cl SIHl NI 03NIViNOO NOIlVhdOJNI 3H1 z o 3 Z IVIiN301dNOO ONV AaVi3Iad0L1drnOUVe W ry U I W (o O o00 w,= 0 oQ n N T Z U) N pO 0 0m__ Lu OrnNa= mZO_____. LL U Of 0 o_ O U z< it T J Z,,w q 0 U 0J c JQ Z_ 02 ly0awaxawd2QwaeH d m w U)(D w0 w? SQ O JO (D C J JQ I 41m 1 SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11. 17-19, 24-26, 31, 36 1193) ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) INTERIOR SECTION VIEW B-B THRESHOLD DESCRIPTION IMAX.POS.DP 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD 40 1193 SADDLE THRESHOLD NONE NOTE: INSTALLATION w11126 OR 1193 THRESHOLDS ONLYALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. asbmioWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT a ? azo owo 0oowco W Z WWZoZ - -F_ O QUA}0m3:ElL1-w ZF-3:> E Z Zx2QaWpO O Oi--O 4=F-rr U Uc ZaF-c a QWZZj O- U VI OoLLz 2 Z Q DOFWofz (o W U0Ju) - a a0 w 0 wo,(if> aaa ka r 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 P H . 941-380-1574 ET UESCRIP PION: SECTION VIEWS AIDE 1 09/08/08 CWS-176 F SHEET 1:2 3OF6 i ITEM I PART #I DESCRIPTION VENDOR MATERIAL 1 1 S-1377 1 HEAD, ZBAR, OUTSWING KEYMARK ALUM 3 S-1374 JAMB, ZBAR, OUTSWING KEYMARK ALUM 5 S-1186 THRESHOLD KEYMARK ALUM 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 10 P-3008 HINGES IDEAL SS 11 P-3376 POP RIVET HUB SS 12 P-3280 DEADBOLT - 3127-A-Q DELANEY SS 61/16" 1__ //\\ CORNER KEY - S-1002 r 2 318" 1116" 1 13/16" LLY OUTSWING HEAD S-1377 13 P-3280 LOCKSET - 3127-A1Q DELANEY SS 14 P-3302 WSTP, .330 x .187 FIN, BLACK SOFT TOUCH ULTRAFAB 15 P-3310 WSTP, .350 x .187 BULB VINYL ULTRAFAB 16 P-3224 WSTP., THRESHOLD VINYL TEAM PLASTICS 17 P-3087 GASKET, DOOR KNOB PRATT IND. FOAM 18 P-3204 GASKET, DEADBOLT HO PRODUCTS FOAM 19 P-3584 FOAM CORE ELITE 23 P-3214 BUGSWEEP 24 P-3539 8 x 3/4, QUAD PAN TEK FASTEC STEEL 25 P-3329 FOAM BLOCK, DOOR KNOB IMPERIAL FOAM 26 P-3350 FOAM BLOCK, FILLER METALS USA 28 P-3369 CYLINDER, DOOR PLUNGER YALE SS 29 P-3370 CYLINDER, DEAD BOLT YALE SS 31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 34 P-3367 DOOR STRIKE YALE SS 35 P-3368 DEADBOLT STRIKE YALE SS 36 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC STEEL 37 P-3776 BACKER PLATE ALCOA ALUM NOT USED: 3D LINE 2, 4, ITEMS 20-22, 27, NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL, 2 15/16" 4 DOOR CORE - H-1001 2 3/8" i f 3/ 1 1/16" 1 11/16"51 j OUTS —WING JAMB S-1374 raWINDOW SYSTEFIS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .CW S.CCp1000ALUM. OUTER FRAME ASSEMBLY GUARDIAN DOOR NON -IMPACT 11 a z az0 1 ow0 ¢woozwJ W 2 O 2 cr— - 0 Qtn3 y0a :E u. Hw zr3 _ O OTOa¢w00va= U U0F2 HUO_ Z_ D m PANEL FRAME Q O Z,'6— =) 0 UHWZ ZO ASSEMBLY <w 0l0 Ua: 0_ w OU}i0w w ZCnuWOJ(nF- a pw P 0 a—m 2 5/ 8" - ttttltr}tr DREW A 1FY 7!i 1/16" O j w CAS ram. 1 3/ 16" J+7 N. 58211 " ADJUSTABLE SWEEP S-1300 '% fiTATF OF s i" 3 7/ 16" i 3 3/ 8" L 11i2" 7/ 8" 0 13/16" 1 1/16" 1_..........._9/15/ 201........__- - 4j 1l16" LUCASA. TURNER, P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193 FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941- 380-1574 SHEE? DESCRIP' fiON: BOM AND EXTRUSIONS DRAWN BY: AIDEj iDATE. 09/ 08/ 08 DVVG #: CWS- 176 REV F NOTE: INSTALLATION w11126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. SHEET 1:2 40F6 THRESHOLD DESCRIPTION MAX. POS. DP 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD 40 1193 SADDLE THRESHOLD NONE NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 12 3/4" MA)( 6" MAX. (TY 6" MAX. (TY 17" MAX. O.C. TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYP. ANCHOR LAYOUT DOTE 2 JSTALL.ATION NCHOR (TYP.) INSTALL TWO #8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 2D0(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT a ? 3 az F ow0 lowao di uia cr t o ¢w3>-Oof;mLLHwZF-3:g= Z zmm<a i'.poOOHOQ=H U U(nH ZdF-u1d Z p— Q ZU2Z U Q Ow=O. 1 Z w rrw O W (o W iww - 0Ju)f- 0 W ~ 0 5- aFawa Nu 58201 9` STATE OF z 9/ 15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 380-1574 ANCHOR SCHEDULE AND NOTES AIDE 09/08/08 7G #: REV.: CWS- 176 F n E: SHEET 120 50F6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTh SEE TABLE 1 PERIMETER SEALAP BYINSTALLER INSTALLATION ANC SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALI MIN. EDGE DIST. SEE TABLE 1 4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 SEAL OR SET IN CONCRETE OR MASONRY PERIMETER SEALANT a BYINSTALLER a a p a MIN. EMBEDMENT SUBSTRATE BY OTHERS a za SEE TABLE 1 SEE TABLE 1 I MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION 6 / TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITV TAPCON T. 1-1/8" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" V. 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 1/2" 0.045" ALUM. (6063-T5 MIN.) OR 0.045" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0.045" 1/2" HINGE AND STRIKE PLATE ANCHORS 2X MIN. SOUTHERN PINE (G=0.55) 8 WOOD SCREW 1-3/8" 7/8" WINDOW SYSTEMS MIN. EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 INTERIOR 1/4" WWW.CWS.CC MAX. SHIM HINGE/STRIKEPLATE HINGE'STRIKEPLATE i 1000 ALUM. MIN. EMBEDMENT MIN. EDGE DISTANCE GUARDIAN DOOR SEE TABLE 1 SEE TABLE i NON -IMPACT MIN. EMBEDMENT a ? a zw O HINGE/STRIKE PLATE SCREW SEE TABLE 1 z w uj o0 Q 6 SEE TABLE 1 wo ZOz>arZw LL aw'ZF-3:2= z Zx2aaw00 INSTALLATION ANCHOR SUBSTRATE BY OTHERS OU 00 z a as SEE TABLE 1 SEE TABLE 1 Z zO v ?- v m SEALANT BEHIND INSTALLER PERIMETER SEALANT BY INSTALLER Q F- LL 2 Z 0 u Z O F O - FLANGE BY la- F j O Oo HORIZONTAL SECTION Z Fn Bew p N HaOJTYPICALJAMBANCHORAGEaxa a uj a a Lu a a NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. z 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 1EET DESCRIP fION: INSTALLATION DETAILS 3A1^/N BY: DATE: ADE 09/08/08 NG q: REV.: CWS-176 F i SHEET 1:2 ii 6OF6 BCIS Home Log In User Registration Hot Topics Submit Surcharge aE^'t a Product Approval USER: Public User Predurt Anplow Menu > PrcrJ<;L p_r_AP.f.?!'..3r.1? _01 > Application List Search Criteria el O'lic NIT Stats & Facts Publications i FBC Staff !. BCIS Site Map '; Links Search Refine Search Code Version 2017 FL# 7621.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL k 10 04- _ Annl:..-.;--- FL# Tyne Manufacturer Validated By Status FL7621-R4 Revision Elite Aluminum Corporation FL#: FL7621.1 Troy Bishop, P.E. 954) 947-0880 Approved History Model: OSB / Aluminum Skin Description: EPS Foam Core Composite Roof Panels Category: Roofing Subcategory: Products Introduced as a Result of New Technology Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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 youre-mail 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: 4 ci . Ull Card Safe BCIS Home ; Log In i User Registration Hot Topics ( Submit Surcharge Stats & Facts Publications { FBC Staff BCIS Site Map Links Search y Product Approval LSER: Public User Pf. Si.uSYA_ri?r9yi,J_MeI IA > PrS';USI'..RC:^!LRi r flnn_g_i.n'h > Ar2L?h!',Wign I,isr > Application oetaiI FL # FL7621-R4 Application Type Revision Code Version 2017 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 Frank Bennardo frank@engineeringexpress.com Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 bpeacock@elitealuminum.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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 04/30/2021 Validated By Troy Bishop, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7621 R4:_,_CQI__Indep df Florida Licensed Professional Engineer or Architect FL7621 R4 EUuiv Eguiv pdf 104.11.2 1708.3 Product Approval Method Method 2 Option B Date Submitted 08/18/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 7621.1 OSB / Aluminum Skin EPS Foam Core Composite Roof Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL7621 R4 II DWo.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For outdoor patio construction only. For use outside FL,7617R4,,__AL__4in_T:gst_._Re orts_Fdf the HVHZ only. See installation instructions for allowable FL7621 R4 AE 6in Test Reports.odf span/load combinations. FL7671 R4 AE Eval.adf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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: M.... ® -. Im 31 EPS FOAM CORE COMPOSITE ROOF PANELS OSB / ALUMINUM SKIN EPS ROOF,_PANEL._SPAN DETAIL 4' MAX WIDTH PER INTERLOCKING PANEL PANEL 2- PER FOOT MIN SLOPE) DEPTH 0.024' OR 0.030' ALUM f -- CLEAR SPAN (L) INSIDE TO INSIDE ----. rREFER TO ADDITIONAL ENGINEERING SHEEIS FOR LOADS, ROOF CONNECTIONS, & SUPPORTING STRUCTURE DETAILS (By OTHERS). THIS SHEET I CF, REIFIES ALLOWABLE ROOF SPANS ONLY. TABLE 1: OPEN & SCREENED ENCLOSURES_ iff a TTMATC r fFAn CDAN TART E .. ii E><Pa Yard Spftd I acre ultkTalo De1MUbn Un Load ; Um4 w uw l i (u.d 3 4 Panels 0024 0.03G Alum $kn AIt Skm 1-Le EPS I -LB EPS 6 Panels....,._._ 0024 Akim EIun I_LB EPS 11•L 0030` Akan Ski B EPS itO MPH B 15 PSF 120 18.T i 20'-0" 2Z-W iiD MPH C 17IF 120 17-V i 19'•0' 2r•0' 24W" 170 MPH D PSF 1211 16 3' 1 17'-8' 21'-1' 1 22'-8' 120 MPH B 18 MF IN 17-4' i 18'-B" 27-0' 24'-fY 20 MPH 20 PSF IV) 163 7T-10" 21'-4' 22,-17 1 MPH 0 25 mr 120 155' 161-W IW42' 19D 6 20 PSF 120 185` 17'-10" 21'-T 22•11' 130 MPH 1 C 23 PSF % 120 15 T 18'-t I" 20'4' 2V-9' 136MPH '_- D 28PSF 720 14'•T tt 1W-10" t6'•10" 20'-4' 14 -MPH, B 23 P8F 120 15'd` `, 18=1Y 20'-3' 2VAU' MOUPH C 28 F 1NJ 14'-8' 1$'-0" 19'-1' 20'-7' 140_MPH D 33 PSF 120 ITT 1' - 15'•1^ 1T•17 191-Y 150 MPH B 25PSF 120 153' ? 16'-8" 19'-9' 150 MPH i C 32 P 120 150 MPH b 38PSF 120 13'-4` 14'-6" 1T-3' I8'-T 1WMPH 8 2B PSF 1 120 14'•8' 15'•it' 1B'•tY 20'•5` 16B PH C EPSF I 120 13'•1V 14`-12' ti-10' 193' 158 MPH D 42 PSF 120 12'-i t' 14'-1' 16'-8' 1B'•1' 1 MPH D 30 PSP 120 14'-4' ( 15'•7^ 16'-7" 19'-77 180 MPH C 37 PSF 120 1T.Ir i 14•-9" iT•TIrr 8'•i i' 180 MPH D 43 PSF 120 12'-9' 1IFF 1T-9' 185 MPH B 32 PSF 120 14'-1` 16'•.4' 18'-3^ 79'A' 185 MPH C 38 PSF 120 13'•4' _ s t4'-5" 1 T-3' 18'-T 165 MPH C 4T PSF 120 170 MPH B 33 P8F 120 13'-1P 170 MPH i C 40 PSF 120 iq•-r' 18'•71' 16' •3' ITOMPH 0 48 PSF 120 12'•€ 3' 1FW 15'-10' IT-T i C 50 PSF 80 12'XY 17-Y' 12'•0' 121.0` 17OMPH C 50 PSF 120 y7.1' t3'-1' 15'•8" 18'•10" C 50 PSF S60 ip•-T L1,-5" 13'-8• 14'•Y C 60 PSF 80 12W 17-0" 12'.0" 12'A' 175 MPH f C 50 P8F 120 17-l' 13'-1' 15-8• 18'-10" C 50 PSF 100 10'•T ! it'-5" IT-8' 14'S' t75 MPH D 52 PSF 120 12'•V 13'-1' 15'-7- IV-9' D 1 td PSF I 180 10'•6' 11'•5' 13'•7' 14'-B' ADD (2) Y4" CONTINUOUS ADHESIVE LINES DIRECTLY ON SEAL JOINT EPS, (1) 1" FROM OSB EOGE, CONTINUOUS FROM OSB EbGE CAULKING OSB OPTIONAL wo,° oo 0000°oo°000`°'o°, GUTTER o° o..?.° ° OR DRIP j CAP - 0.02 - .0 0" UMI M OVERHANG-} CROSS SECTION AT 36' MAX C/H AT FRONT & 25% TYPR CK; OF LAST PANEL WIDTH AT SIDES - UP TO 12. MAX D/H AT SIDES) NOTE: SHINGLES AND/OR OTHER APPROVED WEATHER MEMBRANE SHALL BE AFFIXED TO THE OS8 TOP PER MFR, SPECIFICATIONS. DEAD LOADS DUE TO THESE ROOFING MATERIALS SHALL BE CONSIDERED IN ADDITION TO LOADS SHOWN ABOVE WHEN USING SPANTABLES. CLEAR SPAN TABLES. DIRECTIVE_ i. CHOOSE TYPE OF ENCLOSURE TO BE COVERED (SCREENED WALLS OR FULLY ENCLOSED). 2. VERIFIj APPROPRIATE ALLO ABLE LIVE LOAD WIND SPEEDANDEXPOSURECATEGORYWITHGOVERNINGMUNICIPALITY AND BUILDING CODES IN EFFECT FOR THE PROJECT LOCATION USING FLORIDA BUILDING CODE. 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR APPROPRUITE PANEL DEPTl1, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. 4. ANCHOR COMPOSITE PANEL$ TO EXISTING HOST STRUCTURE AND EXISTING SUPPORTING MEMIIEflS PER SEPARATE CERTIFICATION. DEFLECTION NOTES: 1. USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED ROOM, 2, USE L/180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON -PLASTERED CEILING OVER AN ENCLOSED ROOM. 3. USE L/240 FOR ALL MEMBERS SUPPORTING ROOFS 1 WITH A PLASTERED CEILING OVER AN ENCLOSED ROOM, PER FLORIDA BUILDING CODE SIXTH EDITION 2017) TABLE 1604.3. TABLE 1 NOTES: I. THE PRESSURE VALUES LISTED IN THIS TABLE ARE ULTIMATE PRESSURES AND SHALL BE USED ONLY WHEN ULTIMATE PRESSURES ARE GIVEN FORA SITE SPECIFIC INSTALLATION, SEE TABLE 3 FOR CORRESPONDING ALLOWABLE PRESSURES AND SPANS (ULTIMATE PRESSURE - ALLOWABLE PRESSURE - 1.67) 2. DEFLECTION LIMIT- L/120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL Of 3" MAX PER FOOT (3:12). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES, 4, MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISPED ABOVE SHALL NOT' EXCEED T-0", MAXIMUM ALLOWABLE SIDE. OVERHANG IS 25% OF LAST PANEL WIDTH. (1.e. 12' MAX FOR 48" PANEL WIDTH). S. (t) INDICATES ROWS FOR USE WITHIN THE HVRZ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5.1. L./80 FOR SPANS 5 12'-0' S.2. L/180 FOR SPANS > 12'-W YMOK L.SERRA"O, o.E. MAXIMUM ALLOWABLE DESIGN PRESSURES: A5 NOTED IN CLEAR • SPAN p . TABLES DESIGN NOTES: POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR U°&-__ (1•N SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFK'tJ' 1 THIS SYSTEM QBASISINACCPRESREORDANCEWITHTHEGOVERNINGCODE. SITE-SPECIFIWITHBUILDINGCODESIENTSASDETERNEDINACCORDANCEXTHEON60 IFOR7-10 AND CHAFFER O THE QLORIOA NEGA- C VIEVALUESLISTEDLTOHERR.EIN FOPOSITIVERANY ASSEMBLY/7 14 DES1NPREfiSURECAPACITYAS SHOWN. a. q GENERAL NOTES: YL15 L. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE OUTSIDE THE HVHZ. W ON N COMPOSITEROOFPANELSSHALLCOMPLYWITHCHAPTER7SECTION720, k gCHAPTER8SECTION803, CLASS A INTERIOR FINISH, AND CHAPTER 26 OF THE FLORIDA BUILDING CODE, CONTRACTOR SHALL. tl w L' SECTION 2603 TO ALL LOCAL BUILDING CODE AMENDMENTS b INVESTIGATE AND CONFORM WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3, THE ARCHITECTANGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE. INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH $HALL BE COORDINATED BY THE PERMITTING p OCONTCTIDRn4. SE PARATE'SITE-SPECIFIC' SEALED ENGINEERING SHALL BE REQUIRED IN ORDER TO DEVIATE FROM LOADS DEPLECTIONS, OR SPANS p pq CONTAINEDHEREIN. LINEAR INTERPOLATION 6FTHE ALLOWABLE SPAN tt TABLESLISTEDHEREINSHALLNOTBEPERMITTED. CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REQUIRED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE a"' INFOATIONFORASPECIFICSITE. FOR SITE CONDITIONS DIFFERENT RMA LICENSED FROMTHECONDITIONSDETAILEDHEREIN, ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR O Z w qqqUSE. IN CONJUNCTION WITH THIS DOCUMENT, r, 6. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING uj L) dFt LOADS ON ROOF, INCLUDING BUTNDT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS a ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-H1S4 ALUMINUM & 1/2` ORIENTED STRAND BOARD (OSB) FACINGS, 1.0 PCF EPS, THE EPS FOAM SHALL Be ADHERED TO THE FACINGS WITH ISOGRIP SP 2020 ADHESIVE (BY ASHLAND SPECIALTY). FABRICATION yR ib SHALLBE IN ACCORDANCE WITH APPROVED FABRICATION METHODS BY MANUFACTURER FOR ALL PANELS.. 8, THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL. MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.9. ENGINEER SEAL HERE AS SHOWNONLY. USE OFIXED THIS SPECIFICATIONBY CONTRACTOR, et aVALIDATES STRUCTURAL l, FSM TABLE VALUE DERIVATIONS: STATE, & FEDERAL CODES NO ADDITIONAL ED. OR OTHER MARKINGSTO LJOATE THIS PANEL : j, PANEQPERTICSTRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos. HETI- OS-2025,-05.2026,-OS-2027,-05-2028, OS-2032, •05- 2033, -05-2034,-05-2035 BY HURRICANE ENGINEERING & TESTING, InC. 2. PANEL DEAD LOADS (EXCLUSIVE OF WEATHER -RESISTANT ROOFING MATERIALS) HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR. PANEL PROPERTIES. TABLE 2: ENCLOSED STRUCTURES MAXIMUM ULTIMATE CLEAR SPAN TABLES: W W SOeM 14um l4'Mso D4tMWon Lk- L-d z Wmtt wwooft 4• Paal4 _ 0.024` 0.037 Ak. BMI Alan Skin 14B i-LEPS B EPS 6" Pa 4 _. 0A24' 0.030' Alum SHn Alum SWn 1-LB EPS 1-LB EPS 100 MPH B 22 PSF 120 18'-1` 17.•0" 2D'•tf' 2T-8` 100 MPH 0 22 PSF 180 14-1' 1 15.4" IV-Y ill-W 100 MPH B 22 PSF 240 1r-70` 13'_77^ te--r f +T-/0' 100 MPH C 27 P8F 1 120 1S'-Y 18'd• I9'-r 21'•Y 100 MPH - C 27 PSF f 180 13'3` 14'-4" 1T-l' 19v" 100 MPH C 27 PSF 240 174Y 3'•1" 1G•T 18'-9' 100 MPH -. D 32 PSF 120 14'•Y 1Sd` 184` 19'-iP too PAN 0 32 PSF !: 180 17.6" IZ-T IV-1- 17*4' 100 MPH D 32 PSF ? 240 1t-3` 1Z3` 14'-7" 1641^ IIDMPH B 21 PSF 120 1S'-1" 18'S" T-r 2"'. 110 MPH i B 27 P8F ! 180 t3'-2' 14'4' tT-1' : 10-5` 110 MPH B 27 PSF ! 240 11•-/2' t3•-0" iS'-G" 16'•9' itOMPH C 32 PSF i 120 14'-2- i5w te'-4' 19'•10" 1tDMPH C 32 PSF 1 1" /T4" 110 MPH i C 32 PSF ! 240 i i'3" 173" 14 7' 15!-V 110MPH D 30 PSF 120 iY4" 1 U4" tT3 18'•r 17DMPH D 38 PSF 180 114" it-r 15•t +e'J' 110 MPH D 120 MPE B 35 PSF tmw32PSF ! 240 120 10.7" 143- IV-5' 15'-w 13.8.4-0j_ 50'-8 1 10'-11" 120 MP1t ' B 37 P6F 180 174i" 13.8' S8',2- 17 t20 MPH D 32 PSF ' 240 11". 1'L4' 74'-8" ' 16'-10" 120 MPH C 37 PSF '. 12013'-6^ 120 MPH C 37 PSF 180 11,16' 12' t5'•T' 10'4• 120 MPH C 37 PSF o 240 1D"w Iv.r 120MPI D 45 PSF 120 17-r 13'-V 18•-3' I 1T-0' 120 MPH D 45 P$F ISO IV-tY 11'-11` 14'•Y 16'4' 120 MPH '. D 45 PSF . 240 9,-1T ! 10'-10" 17-11" E t3'-I r 130 MPH 4 8 37- ': t28 13'-8' 3OMPF1 0 37 P6F i ISO 11'•10' 1r-10" f6'4' E 1C$' 130 MPH 0 37 PSF 1A0 10'•0` 17'4)" 13-11' M'-12- 13DMPH C 43 PSF 120 f7-8` 13.0' Iv-T 1 Inv 13O MPH C 43 PSF 180 11'-t f Z.O. 1:P4" i 15'4T 130 MPH C 43 PSF 240 10'-1 10'-11• 13'-i' _ 14'-t` IV MPH D 53 PSF 120 it'•11" !, tr-11' 16'•5' f0.7" 13D MPH D 53 POP ISO 10'-5' 11'3- 13'4i" 14'-0' 13D MPH 'I D 53 P6F 240 8-5- 10'-3' 1T3' 13-Y 140 MPH B 42 PSF' 120 12.11^ ! 13'-1Y Iry i Ii 140 MPH B 42 PSF !, 180 11%3` i 17-3" 14'-716'-0' t40 MPH 8 42 PSF 240 101-3' ' 11'•1^ IT3' I 14'-3' 140 MPH C 50 PSF 120 17.1' 16-2' 151-8' IV-10` 140 MPH ! C EO PSF 180 70'-r IV.6- t3'-8' 14•0- 240 B'-r ! 10'-6' 17-6' ! f3'S^ 120 11-4- -. 174- 14'-8` 15'-10' autlki41809'-11• 10'-0' 1Y-10` ! 13'-IT i 240 8'-12' - 0'•9" Iv-8- 1r-7' TABLE_ 2_ NOTES: 1. THE PRESSURE VALUES LISTED IN THIS TABLE ARE ULTIMATE PRESSURES AND SHALL BE USED ONLY WHEN ULTIMATE PRESSURES ARE GIVEN FOR A SITE SPECIFIC INSTALLATION. SEE TABLE 4 FOR CORRESPONDING: Al _OWABIF PRESSURES AND SPANS (ULBMATE PRESSURE - ALLOWABLE PRESSURE - 1.67) 2. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7.10 FIGURE 26.5-Sc, RISK CATEGORY 1, 22 PSF MIN LOAD. EXP' S' PRESSURES VALID UP TO 30' MRH. EXP'C' & EXP'D' PRESSURES VALID UP TO 15' MRH ONLY, 3. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3" MAX PER FOgT 3: 1 4. PANELL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 5, MAXIMUM ALLOWABLE ROOFOVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0'. MAXIMUM ALLOWABLE SIDE OVERHANG IS 2S% OF LAST PANEL WIDTH. (i.e. 12" MAX FOR 48" PANEL WIDTH). 6. ( 1) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 6. 1. U8O FOR SPANS S 12'-D' 6. 2, 1.1180 FOR SPANS > 12'-0' TABLE 2 CONT: ENCLOOSED, STRUCTURES MAXIMUM ULTIMATE CLEAR SPAN TABLES: Mne Sped i Exo- 160 MPH B Oa 8111o8t1Pt1MafeM i pf(U... } 48 PSF 1^ 120 4' Peae6 0' Panel4 m W00m0SFin I - LB EPS I 1-LB EPS 174" ! f34" DV24- 0.0..' W AMn SKn Akm Skin lnaro i-LBEPS ; t-LB EPS 16'•11• % 1T- Y 15O MPH i 6 48 POP 1 180 10-V t 1'4• 13'41" i 15'4' 156MPH 5 48 PSF 240 W-W 10.7" 17.8" ; 18d• 181}MPH C 58 PSF 20 n'-r 17.8" 14'-11' 16'•1' 150MPH C 68 PSF ISO t0d' I 10'-11' ITT' 14'-1" 1%MPH C 58 PSF 240 9"-2' 8-/1' 11'•10' 17.9' 180 MPH D, 70 PSF 120 t0 11' -0` 14-0 15'-7- 160 MPH D 70 PSF 1e0 0'3' ! 103" 17 3' 17-7 15OMPH D 70 PSF 240 0'-7" i 9'4• 111 11'.t2' IN MPH 8 52 PSF ! 120 11'-1Y 3-0- 156 15e MPH B 62 PSf 180 1D-0" iT4' 13'•7' ! 14'-7' 156 MPH ; B 52 PSF 240 9'-W 10'4' 174' ILL_ 156 MPH C 63 PSF 120 11'-W i 17•2' 14-7' - IVA, 188 MPH i C 63 PSF i 180 WAD- 0-8" 17V I 13'41' 758 MPH C 83 PBF 24D 8-11" 9'•8" it r 1 17J" 15B MPH s D 77 PSF 120 1D'-8' i 11' 6' 13'E 14'-S' 156 MPH , D 77 PSF 180 9'-Y 9'-+Y 1t 11 12'-10` 156 MPH D 77 PSF 240 ft'4" 9'-t" w-Ir t i'-8' 180MPH a 55 PSF 120 1v-9' 1741" t 3 W-W I OD MPH i 8 S5 PSF 180 10'•3" i 11,12" 13' 4 14'4" IODMPH 1 8 65 PSF 240 0'4" i 10-2" 17.1" 180MPH ; C 01PSF 12D 11'-t' ! 12'-0" 14.4' E IT-6* 180MPH ! C 07 PSF ISO V'V 10'•8- 124; 1347" ISO MPH C 87 PSF 240. 8 0" 0 V 114 17.3' I -MPH i D 80 PSF 12D 104' lv.'r ITY 14%6' 80MPH D 80 PSF 180 0-1" 9-10' 11,V 173` ieO MPH i D BO PSF 240 8 3' 8-71' 10'-0 17'4t' I&SMPH 0 68 PSF I. 11'fi" 17fi 14 11 - t8'-1' 165 MPH B 68 POP ;--ISO 10-1^ ! 10'.11' 13'1 14,-1* IN MPH B 58 PSF 240 f ,2' 9' r 11 10" E 174r 185MPH C 10PSF i 120 10'•10' ! 11-9"' If-o' i 15'-11 165MPH ? C To POP i ISO 0'6" ! 10I- 171" 13'-Y 165 MPH I C 70 PSF ! 240 8'-7- 9'-4' I1'-1' 11•-12- 105MPH D 85PSF 120 10'-Y 1'-0• IX 2• 14'•Y 166 MPM D 65 PSF 100 B'-f0' ! 0'-7- 71'-0" i 174• 106MPH D 85 PSF 240 8'•1" i 8'-0" 1P-6" H'3• 170 MPH 6 62 PSF 120 11b' 1T3` 14'4i' 15•A' 170MPH d B 82PSF 1OD 9'•10' ! 10-e• 1r-9' i 13.8" 17DMPH '. B 62 PSF 240 8'-tY i 9'-9" if'-1' 12-6• 170 MPH t +. C 76 PSF i 80 174• 13'-2` 10-0- f 16'-11" 170MPH ! C 75 PSF 120 tv,r 11'16' 13'-9' 14"10' 170 MPH i C 75 PSF 100 Wr IDA' it'-12 ! 12'-11' 170 MPN C 75 P8F 240 814" i 01•21 ip•4T ! 71'-9' t70 MPHt 1 D 90 PSF I80 11'4" 17-0' 170 MPH D 80 P.F 120 0.17' 10'41' 1Y•10' 13'•10' 170 MPH f D 90 PSF 180 17D MPH U GO PBF 240 7'11- ' 8-r 7D3' ! 111-0` 176MPH `: B 65 PSF 120 11'-t' 12'-0' WV IV-W In MPH B 65 PSF ISO 9'4' 10'4t' 17-7' 175 MPH 1 0 65 PSF 240 8'-10" - 9'--r I1-5' 17.3- 176 MPH t °: C 78 PSF 80 11'-11' ! 17-0' 17-0' 17-0• 176 MPH C TB P&F E 120 70'-6' i 17'4` 176 MPH C TB PSF 180 9"1- 9'•10' 17SUPH c C TO PSF ! 240 8'3` i 8'-Ir 10'$` 51'$• 115 MPH t D 95 PSF f 80 11'•Z' i 17-0- 17-0" 174' 175 MPH ! D 95 PSF 1 120 01-0" 10`-71 173' 13'.r 176 MPH t i 0 95 PSF i HID 8'-G 9'•3" 11'-0• i 11'-77' A4 N U •4 Wjl cA bW w MO 14- 1441 TABLE 3: OPEN & SCREENED ENCLOSURES MAXIMUM ALLOWABLE CLEAR SPAN TABLE: Wind Speed ; o-' Wind Afico°MW Exp dLiueLoad I Blur Do ti0fi I" alb U.,-) 0.024' 0.030' Akan Skin! Akan Skin I -LB EPS 1•L8 EPS 0.024' i Abm Skin i 14-8 EPS i O.OJO' AWm Skin I -LB FPS 110 MPIi B i 9 PSF 120 181-V I 201-W 224r 24'-0' 110 MPH C 50 F 120 1r4w 1W-7 2r4Y ' 24'-0' 110 MPH D ! 13 PSF 120 16'-3' 1T3' 21••1` 1 22'-W 14 MPH 0 I PSF 120 1 -4 IB'•9" 2r-0' 24'-0' 120 MPH C 12 P5F 120 16'•6' tr-10" 21'-0' 27•tY 120MPH D 16 PSF 120 16 6" ! t6'•9" 11Y-tr 21'$` 130MPH B t2 F 120 18'-5' I W'•t0' 21'•3' 1 2'•11' 130 MPH C 14 PSF 120 15'-i ! 16'-1 t' 20'-2" 21'-9' 130 MPH D 17 P5F 120 14'-T 15'•10' ivAo' 20'-4' 140MR7 6 f4 .. 120 15'•8' 16'- 2' 20'-3' 21•-10" 140 MPH C ! 17 F 120 t4•-9' i Hro 19'•i' 20'•7' 140 MPH D 20 PSF 120 13'-11^ 15'-1" 17'-" 19'•5 150 PH B 16 F 120 56'-r 18'-6" IB'-9' 150 MPH C ' 19 PSF 120 14'-2' t6'-S IbO MPH U - 23 PSF 120 13'-4' 14'-5' 1i-3' 18'-r 158 MPH 0 , 17 PSF 120 14'•8' 16'•11` 156 MPH C 1 21 PSF 120 13'-10, 14'-12, 156 MPH D 25 PSF 120 1r-11" 54'-1` IV-T 18'•i' 1 MPH 8 18 PSF 120 14•-4' 1 15'-r 18'•T 19'-1Y iSO MPH C 22 PSF 120 13'•7- 14'-9' Ir-7' 18'-11' 160MPH O 28PSF 120 1r-9' ta'-f0` 16'-6' 1T-9' 166 MPH 0 ? 10 PSF i 12o tA•-i' t64' 18•- " 10' 8' 165 MPH C + 23 PSF 120ir•3' 18'•T 165 MPH C 28 PSF 120 12`-8' 1a'-T 18'-2' tri5" 1 PN B 20 120 IT-16' `:, 15'-1" Tl'•t2' i -4" 170 MPH C 24 PSF 120 13••1" : 14'-Y Hi' t' w 170 MPH D -! 20 PSF 120 tr•3` 1T-Y 15'-10' 17`•I' C SO PSF' i 00 121-0' 17-U, 12'-0" tr-0' 170 MPH C 30 PSF' 120 t2'A" IT-l" IT-7- 15'-B' IV-101 C <30 PSF' i 180 tt'•5` 13'-8- 14'Ar C 34PSF' 80 IV ' 12'-0" 12, 12'-0' 175 MPH C F' r 120 tr-r 13•-1' 15'-8' 16'-10' C 30PSF' ie0 10'•7- `. 11'-5' IS'-B' 14'0'. D PSF 80 1r-0' Ir-0' 575 MPH D 31 PSF 120 12'-0' ! 13'-1' TABLE 3 NOTES: 1. CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACE VERTICAL LOADS, RISK CATEGORY 1, 30 PSF MIN LOAD. EXP'8' PRESSURES VAUD UP TO 30' MRH. EXP'C• PRESSURES DERIVED USING FACTOR OF 0.86 & EXP'D' PRESSURE DERIVED USING FACTOR OF 0.89 PER FBC TABLE 2002.4A. WIND PRESSURE VALUES FOR 156MPH EXP 'C' & D' & 165MPH EXP'C' &'D' OBTAINED USING INTERPOLATION PER ASCE 7-10 METHODOLOGY. 2. DEFLECTION uMn- L(120, 14AXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3- MAX PER FOOT (3:12). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0". MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH. (i.0. 1.2' MAX FOR 48" PANEI, WIDTH). 5. (1) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY, DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5.1. Liao FOR SPANS 5 12'-D' 5.2. LJ180 FOR SPANS > 12'-0' I III11 1 No PE k i .p• p STATE c s imil 14-1441 TABLE 4: ENCLOSED STRUCTURES MAXIMUM ALLOWABLE CLEAR SPAN TABLES: WM Speed ekp,ANmwMe We 61or Uplift DetktSon N ) 4' Panels 8' Pan$6 0,024` Ahan Skin 1 1-LB EPS 114.11 0.030" AWm 9lin EPS 0.024' 0.030' Wum Skin AMn Skin 1-LB EPS 1-LB EPS 1DDMPH B 13 PSF 120 16'-1' 1Y$ 20'-11` 27-8' 100 MPH 8 13 PSF 180 14'•1' 15'-r iW-r 19'0 100 MPH 8 13 PSF 240 17-10• IT-11" 18'-r i 1T40" t00MPH C 18 PSF 120 16'-2* 18'-5" 1a-7' 21'-2" 100 MpN C 18 PSF 100 IT-3' 14'4" i r-1' 18'-S' 100 MPH C 16 PSF 240 12'-0" 13--1- 15'-r 18'-9' 100MPH D j 19 PSF 120 14'-r IV-S" 184' I to-10' IWMP14 D 19 PEP ISO 17.51 13'-6" IVA' j 1T4" WO MPH 0 19 PSF 240 11'-3' 12'-Y 14'-7' i 1"' 110 MPH 8 18 PSF 120 15'•i- 18'•5" 1914- 21--1- 110MPH 8 16 PSF 160 1Y-r 14'-4' 17'-1'. 18'3• 110MPH 8 16 PSF 240 11'-tr 13'-0' IV-6" 110 MPH C 19 PSF 120 14'-r 15'-6" 18'4` 17A V 110 MPH C 19 PSF i 180 12'-5" 13'-5" 18'-1' 17'-4" i f0 MPH C 19 PSF 240 1V-3' 12'-3` 14'.r ; 15'-9' 110 MPH D 1 23 PSF 120 13'4' 14'S' 17 JT ; 16'-r 110 MPH D 23 PSF 180 11'-T 12'-T 15'-V 110 MPH 0 23 PSF 240 10'-r II'-S 120 MPH a 19 PSF 120 14'•3" 161-W 18'4' to-11' 12OMPH B t9 PSF 180 12'-W IT-c 18'-r 1T3' 120 MPH B 19PSF 1, 240 11'4- 124- 14'-r 15'-f0' 120MPH C 22 PSF 120 133` 14'-r 1T4' IV-W 120 MPH C 22 PSF 180 11'-8" 12'4r 15'-r IV4' 13'-9" 120MPH C 22 PSF 24D ta-W _ 11'-7' 14•-IV 120' P11 D 27 PSF 120 17-7- 13'-8` 16--r 1T`V 120 MPH D 27 PSF 180 10.4T 11.-11• 14'•r 154' t20MPH D 21 PSF 240 91•12' to-ta 121.11` ! 13'41' 130 MPH 8 f 22 PSF 12D tar I 14'-8- 17'-8' 16'-11' 130 MPH B 22 PSF- 18D 11'-10' 12'-/0" 151-C 16.61 t 30 MPH B 22 PSF 240 ta-r IV-6- 1T41' 14'-12' 130 MPH C 26 PSF 120 12'-8• 13'-9• 18'•3' I r4Y 13D MPH C 28 PSF 160 11'-1• 12'-W 14'4- .' 15'-8' 130 MPH C 28 PSF 240 10'-1' i s-11' 13'. 1' 14' 1' 130 MPH D 32 PSF 120 11'-11' 12'-11' 15'•6" 18'•r 13D MPH 0 32 PSF 180 10'S' IV-3- 13'-W k- 14'-6' 130 MPH D 32 PSF 240 9'.6- 10'-3" 12'•3" i 13'-r 140 MPH 8 25 PSF 120 12'•I l" 13'-1 r 18'01 17'•12' 140 MPH+ B 25 PSF I 1V-3- 12'-3' 14'-r 15'•D' 140 MPHL B 26PSF 1 240 19-W 1i'-1' 13,3, 14'•3" 140 MPH C 30 PSF 120 IS'-r 16'-10' 140MPH C 30 PSF 180 ia•T 1 IV-8' IV-8" 14'-9' 140 MPH C 30 PSF 240 a-r I 10'-5• 12-5'. 13'-5" 140 MPH D 37 PSF 120 11'4' 12-4- 14'•S" i 16'-10" 140 MPH D 37 PSF 180 W-11' to-9" 12'-10' j 13'-10" 14p MPH I D 37 PSF 240 e'•iT D'-9' 11 ,-e• i 12'-T TABLE 4 NOTES: 1 CALCULATIONS BASED ON FBC SECTION 2002A, SOLID SURFACE VERTICAI. LOADS, RISK CATEGORY 11 10 PSF MIN LOAD. EXP'8' PRESSURES VALID UP TO 30' MRH. EXP 'C' PRESSURES DERIVED USING FACTOR OF 0.86 & EXP 'D' PRESSURE DERIVED USING FACTOR OF 0.89 PER FBC TABLE 2002.4A. WIND PRESSURE VALUES FOR 1S6MPH EXP'C' &'D' & 165MPH EXP'C &'D' OBTAINED USING INTERPOLATION PER ASCE 7-10 METHODOLOGY. 2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3" tMX PER FOOT (3:12). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES, 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0'. MAXIMUM ALLOWABLE S1DE OVERHANG IS 25%OF LAST PANEL WIDTH. (i.e. 12" MAX FOR 48` PANEL WIDTH). 5. ( 1) INDICATES ROWS FOR USE WITHIN THE HVH2 ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVH2 ARE: 5. 1. L180 FOR SPANS S 12'-0' 5. 2. L1180 FOR SPANS > 12'-0' TABLE 4 CONT: ENCLOSED„STRUCTURES MAXIMUM ALLOWABLE CLEAR SPAN TABLES: 1' till 1 No pl-0 Q, RSTATE ii kf''•. <CIRL I 01VA- . TJl LL WWI EN- 2 91 Ile dLI w N014- 1441 4