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HomeMy WebLinkAbout1008 Coquina Ln - BR18-003166 - Screen Roomrosy BUILDING DIVISION p z AUG 18 2018 PERMIT APPLICATION g Application No: h? 3 (v I Ole' C90 - (7 n 0,,,, Documented Construction Value: $ d L00 Job Address: Historic District: Yes Noa- Parcel ID: Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: f f 54 R I C 2C= r_( Plan Review Contact Person: _ "_ 1j;>,L/-- <> USC; _ Title Phone: -7 .ZIti `7 iq:2 Fax:1,1zT77 740 (;Ca Email: t 0—,:CaM fc2 "li Property Owner Information Name 1e=-2C-- t ) 0,(nt / Phone: V-6 2 Wti2-2 Street: lid© R (7(') tt/a ( )11(Q L 44 Resident of property?: City, State Zip: /S 4nou v Contractor Information Name'M C, n =g g-` 660,3MCJZ: C1 hone: (-4 `7 7 Street: • S{s (913 Fax: Z_1(,)`7 City, State Zip: (c. NAf,,,'l= (1 (C 2 3"- W State License No.: 0 c— C Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: VIX:4 1 ( Address: Fax: E-mail: Mortgage Lender: ?Ci Cox- ( <!;,-- 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. C)O FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code 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 ofthe job at the time ofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State ofFlorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature ofContractor/Agent Date C (4 & 1-2 CL— Q -6: c—, Print Contractor/Agent's Name Signature o otafj'b`fate of Flori@JBBIE UNtTONDa eMYCOMMISSICNd 'rF 1T'U EXPIRES: February 25, 2019V•% p; i E'' Bonded TAN t4otaqPubFcUndemn!crs Contractor/Agent is v Personally -Known to Me or Prodtced ID Type of ID / Zv BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft ofBldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 914.2oeg 45; UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS: O eor,0rac-/ 4.. xy ' Sc-ire,, or ee t, S/.•S a1. 4 3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: Historic District: Yes N, Parcel ID: t q 30 7.4 dp o ; Zoning: Description of Work: Plan Review Contact Person: Phone: Fax: E-mail: Property Owner Information Title: Name ( d`['t-4 Q.(t C -f- Phone: Street:.4m . a-- Resident of property? City, State Zip: Contractor Information Name Phone: Street: Mid State Construction Fax: 76 G (j City, State Zip: A n . Rn.. OC 1 Hens-'! State License No.: e FIAFUM/Engineer Information Name: 0Q_, Phone: Street: City, St, Zip: Bonding Company:xz(—_,:e Address: Fax: E-mail: Mortgage Lender: Address: Building Permit PERMIT INFORMATION 3cJicsSquareFootage: 1- Construction Type: P-0-C—A-Le No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that noworkorinstallationhascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforelectricalwork, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, andairconditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYRESULTINYOURPAYINGTWICEFORIIViPROVEMENTSTOYOURPROPERTY. A NOTICEOFCOM [ENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to thispropertythatmaybefoundinthepublicrecordsofthiscounty, and there may be additional permits requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of FloridaLienLaw, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when thepermitisreleased. Signature ofOwn gent Date Print Owner/Agent's Name SignaGue of Notary -State of Florida Date Owner/Agent is --.Personally Known to Me or Produced ID is of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Signatrue of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State ofFlorida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: Rev 11.08 MID STATE CONTRUCTION PRODUCTS, INC. Certified General Contractor #CGOA14875 Windows, Vinyl Siding & Trim, Glass Patios & Screen Rooms P.O. Box 1214 • Winter Park, FL 32790 407) 740-0454 • Fax: (407) 740-6690 wwmidstateconst.com `Z'O 2 w 6 midstateconst@bellsouth. net DATE BUYER' S NAME 0 ADDRESS PHONE 1. CASH PRICE 2. DEPOSIT a-..`....., 1.............................5 atdV- V6 a- U6 DESCRIPTION OF GOODS BALANCE»..................................................................... 3. DRAW 1........................................................................ BALANCE....................................................................... 0 r r: V G 4. DRAW 2....................................................................... $ S. BALANCE DUE ON COMPLETION ................................. S 2666- 17 Color 11 1 Q-L ' Roof 6 8` 1S8 $ Gt2EEAi 'o¢CK 7/yC1b 3i1•O2•{ ti15uCa- 4c'a'E-,w Lt`t, (ooTc vt HraNc C- tte'V-sA.X Pn D0`u-AOI\. CQ R kov'J5 otit S 4'-tAL 1 5 tA-)- Amp W, S'(+( R1•k0( (6"tUMV C? 4a2 Pvizi-WL^Sl-ti SCTz-E42;4I _ PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING ADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD - 7960 ARLINGTON EXPRESSWAY, SUITE 300 - JACKSONVILLE. FL 32211-7407 1 acknowledge that 1 have read and understand this contract to Include Items listed on the back of this contract and agree to Its terns. DATE: This contract Is subject to approval and acceptance by.the Seller. PURCHASER BY: AUD40RIZED OFFICER OF TIE SELLER) PURCHASER: NAME OF SALESMAN, YOU MAY CANCEL THIS TRANSACTION, WITHOUT ANY PENALTY OR OBLIGATION, SIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE, AND ANY NEGOTIABLE INSTRUMENT EX- ECUTED BY YOU, WILL BE RETURNED WITHIN 10 BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOUR CANCELLATION NOTICE. AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL, YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO YOUUNDER THISCONTRACT OR SALE OR YOUMAY IF YOUWISH, COMPLY WITHTHE INSTRUCTIONS OF THESELLER REGARDING THE RETURN SHIPMENT OF THE GOODS ATTHE SELLER'S EXPENSE AND RISK IF YOU DO MAKE THE GOODSAVAILABLE TOTHESELLER AND THESELLER DOES NOT PICK THEM UP WITHIN 2D DAYS OFTHEDATE OF YOUR NOTICE OF CANCELLATION YOU MAY RETAIN OR DISPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION. IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO, THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCELTHIS TRANSACTION MAIL OR DELIVER A SIGNED ANDDATED COPYOFTHIS CANCELLATION NOTICE OR ANYOTHERWRITTEN NOTICE, OR SEND A TELEGRAM TO MID STATE CONSTRUCTION PRODUCT'S. INC., P. O. BOX 1214, WINTER PARK, FL 32790. NO LATER THAN MIDNIGHT OF: S ( DATE) HEREBY CANCEL THIS TRANSACTION. DATE: SIGNATURE: Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018097543 Book:9198 Page:485; (1 PAGES) RCD: 8/23/2018 11:11:58 AM REC FEE $10,00' Permit Number: Folio/Parcel Identification Number. 33 lq 331, 6Z( e= 8jDg0Preparedby: Return to: Mid State Construction Chuck Hensel P.O. Box 95132795NOTICEOI;i&&T State of Florida, County of Orange The undersigned hereby gives notice that Improvement(s) will be made to certain real property, 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of prope (legal description of the Drooe P P ', and in accordance with Chapter frr,7' C ( 9 P rt nd t 2. qzb ral descrip on of I s_rep,_address if avaiini 3. Owner information. rOAdName % itle dress Telephone Number 4. Fee Simpleolder (if other than owner shown boeest in ) Property Name c, n , ,f t Address Telephone Number 5. Contractor Name Address Telephone Number6. Sureri fif anvt Address Telephone Number 7. Lender IL Amount of bond $ Name Address Telephone Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents mayProvidedby §713.13•(1)(a)7, Florida Statutes. y be served asNamehlA Address Telephone Number 9. In addition to 6i-19 -------- wwrier oesignates the following to receive a copy of the Lieprovidedin §713.13(1)(b)nor's Notice asFloridaStatutes. Name Address Telephone Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a differentdateisspecified) WARNING TO OWNER: ANY PAYMEN S MADE By OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERpAyMEUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STA TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT TUTTS MUST BE RECORD, AND CAN RESULT ED AND POSTED ON N Y JOB SITE BEFORE THE FIRSTINSPECTION. XORRCOIFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDEROR AN ATTORNEY BEFORE PAYINGCOMCINWORKORRECORDINGY11. OTI FCOMMENCEMENT. Srgnature or Owner R r / orOwnersAuthorizedOtTcedpirectorftrtner/Manager §7 Q Signatory s Printed NamelTttle/Ofnce The foregoing instrument was acknowledged before me this day of by for ( monthryear) name of person) TYPedauthority, e.g.b., officer, trustee, attorney fact) (Name of a Prtyon behalf of whom instrument was executed) Signature ofNotary Public— State of Florida Print, type, or stamp commissioned name of Notary Public) PersonallyKnownORProducedIDTypeofIDProducedr-,\ Verifiication pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, 1 p initaretruetothebestofmyknledgeandbetNotary Public Stall of Fbrida P1rY. r h31/N4 iJflotieCi9 d MyCOMMonInd t the facts stated q Expires 031OZ02021 Signature of Natural Person Signing on no 11. ove Form Revised: 11i10/o7 iel LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT e k raiZ L.E S k--gf c=-G OF M I () S-tA C.,c -ev F t a ay TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FORME AND APPLY TO f'am=9'mt FORA I PERMIT FOR WORK TO BE PERFORMED AT THE LOCATION DESCRIBED AS: PARCEL ID# : PROPERTY OWNER: AND TO SIGN MY MANE AND DO ALL THINGS NECESSARY TO APPOINTMENT. CONTRACTORS COMPANY: MM STATE CONSTRUCTION PRODUCTS, INC CONTRACTORS LICENSE # : CGCA1"75 SIGNATURE OF CONTRACTOR N.• • 5 0ill ly ll SWORN TO AND SUBSCRIBED BEFORE Y OF`n — AD_ NOTARY PUBLIC PRINT NAME ftmry PUNK Sato of FWW SEAL Diane E Vanek - te2M Exyua aterlo e r ---- —.-•-_ M-- ----- - •T- `RECORDCOPYI_— r - 1 '_ `'- ---•ITT , —I— 1 ' L M -- -4-- Ac 1 -• _•-- REVIEWED-_ MR COMCOM 11 1 I _ I PL"ANS-EXAMINER SAN_F_ORD-BUIL-DING-DIVISION---- APERMH-ISSUED SHAL-L:BE.CONSTAUED.IO-SE.A LICENSE TO•PROCEED-WITH-THE-WORK AND WAS— + I + I Z AUTHORITY TO-VIOLATE;CANCEL -ALT.EROR SET - I ASIDE-ANY-OF-THE PROVISIONS -OF -THE TECHNICAL_ -_-- ` _ + + I - CODES.-NOR-SHALL-- ISSUANCE -OFA PERMIT_ PREVENT ;_ _ THE BUILDING OFFICIAL FROM -THEREAFTER, REOUIRING A-CORRECTION.OF.ERRORS_IN.PL.W$, CONSTRUCTION OR -VIOLATIONS OF-T.HIS.CODE-- 1 ' SAN j ---• - • -•--- OVA R ti -- - a I O v1 s I s ool o s Herx * aosociates Inc. L a;.n OF S u r v e y o r s769DouglasAvenue, Altamonte Springs, Florida. 32704 (407)788.8808MemberoftheFloridaSurveyingendMappingS0661YandAmericanCongressOnSurveyingendMapping Map of Survey LINE BEARING DISTANCELIS89.43.17-E 41.00 L 2 S 89*43 IVE 30.00' L 3 S 89'43'17'E 30.00, L 4 S 89-43.17•E 40.00 L 5 N 89.43'17'w 40.00' L 6 N 89'43'17•N 30.00 L 7 N 89143'17'N' 30.00, L 8 N 89'43 17•W 41 00 b• vtnrl rrmcr GREYSTOmE PHASE Irr,CAL r PLAT 800K 65. PAGES 75. 62 CORNER L'8 L 7 L 6 L 5 G LOT 30 LOT 3/ LOT 32 a LOT 333,895 S.F. 2.850 S.F. I 2.850.S...F. 3.800 S,'F, F 71atl.o O D 0 h LANAI94: J' J0.0• 30.0• lo.o l0-0' a T e s 7 6(LIZE • 9FL IZE AUSTRIA v p o FINISHED vxr,r sr FLOOR' •.ELEV. uN,T er 46 1 uNlr u 4 ! ' W ONLuO 2 t1 O O CL in o o p UK# Orr i:oCtohwVm• 6.!' 6.J Qo l0 1 N rye7e • trI ti N ' ... H• 2 0 Sit LOT 34 v > O v NAD NaD7.9' JfC• NLO a[FEREarCfO y SEARING 438,71' e—.C.:, C/L COOU'INA LANE (32' R/w) BUILDING 7 TRACT A PRIVATE LEGAL DESCRPTCN. Lot 31 GWYSTOIIE PHASE occordl9 10 dw At thwoof as recorded a F1W Beek 6B of PD 8 1 • 87 of " Ahk Reeerb of Sewrole Cau iy, Fb%6 FLOOD WARD DATA The Pwcef aho.n Iweo. Am salt, Food Zone X. ADDRESS: 1008 COOUINA LANE occorciv to the Fbod Nuance Rai* MW Cowwwy Purl Plelber Kyle, SearS%m harem are referenced to h CA Q02940E. Owed 04 / 17 / 9 1 of C00-W LAW an beig N 89'43 1711: Flood Zone c6tworerdl .os.perfC, by gcphc pbrnp from Fbod h vo,ce Verncd dorm is bosd an NM per E/prwrelRoteINq,sCo dad br FEAt4 hb reH w`.e was perldond by dos Fro, w Contrwho" piss by Me011 r E/prere9 hc. doam,r rhb Zoo. iI» eraI Tar beolioe Co, ovly bp Arservi"'by br ilDwtun Flo Norne : Geystone akdy. We osru•e ro reaponsuy for ocnd /bodr9'emdtise Concemi9 tha,porcel LSEP 1 1,A 018 0 , c.. e room o b rGa r 5/ 4 as SADI7d. o. 1015dor. Genera) Notes: q 1. 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CD dlae cAcWPRY PernlanNe R r INre Asonmw•4 STheParcelShownhereonis3ub*Cf 10as N3lmentS. /eaervali hi. f ,3hi; iOn3. an aC.N r aaolwrlrML pmaroy LineR19hts.or•way or rrrowawhetherOSPutaor not ona,it document NO seamh of mei. a, elev ab.~ O%ooaaaw P 0 8 Pe:w ofe.p:w:,p Pubic Reeorifs has been aWrby ibb ofice, rwAt e/ 14"6" fMeasrea AD G POW erQ~rOt*mew 6 The ygsl0e3C S bon diSln ceS an b to /lirnyhea•OyrJieM. 7 Plattes sno messurea diwrrces and 00*ctioir3 an f sane unless othe,wi3e rD PbNNM. Fa.ar FivoW fewc*0 0 t RCPr Point or,Ne Sasso POW 01RawlGY,vm.e noted. e Cope, Of elYsStrvay May be made fats trig wfpinal transaction only. P. AYon Pia R Paw, a ranpery Rs4q DrmNeast' iron rpdwith PD3dt cap marked L04D37, or x' iron nod wfth L ton AW AM Large, RAD RO" Line Lad PMsli[ COP Msrkad'W4*e33 Comer*, wdtS3 wherwi3e noted. to s,ae.eed ammou ABS Re ;ftm' O Oenoles P.0 P. lPetmanem control PMWV is land 3wvera AA V wpNeLway Denate3 Pcrmanenr Reverence NOnumanl 4*0 uenwee raw Te,.Pwa r of-M.ea O 7006 Hen t A330n711e3 Inc. AS tipNs re MWuaDI N A Nab s.d 0.6 Ny Racy rvP I- I' cs,ienYadFaresand (see clw vj X—Y. fans* .r*edOtto, ar..nr) C., wr.sin: NN wae.mwrern . bA•M. MI W.•Iel..tww•d.wl N• mM.W 3Yh•yet.M.lel.., Dr*:• .by': CM iw, y mew•ow.sdsw Fondaseiin..nreco ww CAeci.e by: OP S s+rdn Gnaw. 4n:174r .AW-.k.96. Cade c(arlFl(D to: Pr.Per.d Fe,: MORRISON LIND& 081pfN nMORRISONrINANCIALSERVICES J.b N..b•r: 05-009.02 Or 110#10A. UL.I.C. Scel• I'• JO' uNIVERM LAND TITLE. INC. en, P.L.S FOroa Reprww LwE yv Ne la7 ,rlRsr AYERICAN fill( INSURANCE CO. IIe1y"'0' ro•ndor:o. d: 06.$2'03 S•, .• y rl•07.OS e Cwa. 1. Pncnivd,. P.S N Aeyidwed Ss ,.m andsOap*r NO "Jo F : • o l S •, . • y : 04. 17.06 e' n w4LA.Men,ItSU. R.Po,N.d Suneye, Md"ame, ILO 6097 Add C•r l: l: oc r,ons DS•01.06 II. n a Al2=.l., MC, SI•I. 01 FIPId. LO re3i Chapter 2 - Screen Rooms INTRODUCTION LOADS APPLIED TO THE ROOF PANELS AND ROOF SUPPORT BEAMS DEPEND UPON THE SHAPE OF THE ROOM AND ITS ATTACHMENT TO ADJACENT SOLID WALLS. TYPE I ROOF PANEL AND BEAM SPAN TABLES ARE TYPICAL AND CAN BE APPLIED TO ANY SHAPE (TYPE I IS DEFINED AS "PARTIALLY ENCLOSED" WITH A GCpi OF 0.55). TYPE II SPAN TABLES CAN BE APPLIED IF, AND ONLY IF THE ROOM IS EITHER FREE-STANDING NOT ATTACHED TO A HOST); OR, IS ATTACHED ON ONE SIDE ONLY AND THE LENGTH OF THE ROOM DOES NOT EXCEED THE TABLULAR VALUE IN TABLE 200 BELOW. TYPE II IS DEFINED BY THE FBC AS "ENCLOSED" WITH A GCpi OF 0.18) AND REMAINING COMPONENTS WERE DESIGNED WITH PRESSURES IN TABLE 2002.4, FBC. Length ROOM EXAMPLE SHAPE 1 BOUNDED ON MORE THAN ONE SIDE BY HOST, MAY NOT BE TYPE II) Length ROOM EXAMPLE SHAPE 2 BOUNDED ON ONE SIDE BY HOST, MAY BE TYPE II) Screen Room SHAPE TABLE Table 200 This table applies only to rooms attached to host on one side only) TABULAR VALUES ARE MAXIMUM LENGTHS (in feet) FOR TYPE II Mean Roof Height (in feet) Projection(ft) 7 8 9 10 11 12 6 33 35 37 38 39 41 7 36 38 40 42 43 45 8 38 41 43 45 47 48 9 40 43 46 48 50 49 10 42 4548 51 53 52 11 43 47 50 53 56 55 12 45 49 52 55 58 58 13 46 50 54 57 60 61 14 47 51 55 59 62 63 15 48 L 53 57 61 64 65 16 49 54 58 62 66 65+ 17 50 55 59 63 65+ 65+ 18 51 56 61 65 65+ 65+ 19 52 57 62 65+ 65+ 65+ 20 52 58 63 65+ 65+ 65+ How to use this table: Find projection (in feet) and Mean Roof Height of cover under consideration. Rooms with lengths less than tabular value should be evaluated 'as 'Type 11% when the length of the room equals or exceeds the tabluar value evaluate structure as 'Type 1'. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 2 - Screen Rooms jHOST STRUCTURE / I I I 3" RISER OR COMPOSITE ROOF PANELS I I I I I I J El OGE BFJA M S SP Q 666 L 30%1 EDGE BEAM SPAN & POST SPACING 130% MAX.'REFER TO TABLES PLAN VIEW - SCREEN ROOM (SHED TYPE) NOTES: FOR ALLOWABLE SPANS, REFER TO: 1) IOCKPLATE RAIL AND CHAIR RAIL ARE SECONDARY TABLE 201 FOR ROOF PANEL SPANS WALL MEMBERS (ARTS), SELECT FROM TABLE 204 TABLE 202 FOR EDGE BEAMS BY WIND ZONE TABLE 203 FOR POST SPANS 2) MAXIMUM EDGE BEAM CANTILEVER IS 30% OF TABLE 204 FOR GIRT SPANS ALLOWABLE SPAN FOR SELECTED EDGE BEAM 3) MAXIMUM ROOF PANEL CANTILEVER IS 2'- 6- 3 RISER OR COMPOSITE PANEL ROOF wuxz DGE BEAM rSEE,BLED L f T N oFO OO R RAIL L KICXPLATE RAILfieo SE K TO FRONT ELEVATION - SCREEN ROOM (SHED TYPE) BRACING E DTING BLE N J m 0 oc WLLw oc AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA N ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) HOUSE ROOF w OVERHANG REFER TO BOTH ROOF PANEL ROOF PANELS PER D FASTENING AND EDGE BEAM TABLE 201 T' 0 CONNECTION DETAILS SLOPE C6 C m TI EDGE BEAM T I I ROOF PANEL0 n I (REFER TO TABLE 202) _ _ _ _ = CONNECTION (SEE ROOF 2X2 HOLLOW (WPICAL j j DETAILS) z Q OVERHANG i SIDE WALL +DER) I I I IMAX.) ROOF PANEL CL R SPAN (WALL AlTACHMENT) O z 82 I REFER TO TABLE 203 ; I) C4 CS czn u I FOR POST DESIGN I I I I c CHAIR RAIL OR KICKPLATE RAID I I I w i 36 D00 1I====________ O Z I I C1 FOUNDATION I (LOCATION I II C7 C3 IIIINCIDENTALZF" DETAILS J IrTO-DESrM)-, iI 4-- o L- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n m n TYPICAL (SHED TYPE) SCREEN ROOM SECTION / SIDE VIEW CD NOTES: FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS a TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD o TABLE 202 FOR EDGE BEAMS 3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS v TABLE 203 FOR POST SPANS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7' - 0" (MIN.) N TABLE 204 FOR GIRT SPANS 0 W Chapter 2 - Screen Rooms Fastening Details/Carrier Beam Foundation Connections Table 212 Carrier Beam Load Desi nations Particulars a b c d e Minimum Post Size o 0 2x6 SMB 2x7SMB C Q, c Connecting Angles: Thickness 3/8" 1/2" Length 3" 4-Y2" Concrete Anchors: N a N a w Diameter 3/8" 1 /2" Embedment 2-3/4" 3" Spacing "Dist") 4" 5" Connection Capacity( ) 1600 2000 1 2850 1 4050 USE LARGER OF MINIMUM PER SCREEN (OR KICKPLATE) TABLE ABOVE AND TABLE 203 ` 2"X 3"ANGLE EACH SIDE (LENGTH & ANGLE LENGTH (PER TABLE) THICKNESS PER TABLE) - BOLT TO POST FOR ALL ELEMENTS OF 'A' W/ 3 EACH 1/2"0 OR 4 EACH 3/8"0 BOLTS F REFER TO DETAILS C1 / C2 CONCRETE ANCHORS PER TABLE ABOVE o 0 0 0 F o 0 2" MINIMUM w WOE OQLumui w I Dist' 3" O O COLUMN / FOUNDATION FASTENINGS FOR BEAM SUPPORT POSTS NOTES: 1) THIS DETAIL TO BE USED FOR INTERMEDIATE BEAMS AND/OR CARRIER BEAMS IN SCREEN ROOMS. 2) MINIMIM COLUMN FOR THIS CONNECTION BY TABLE ABOVE. 3) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND ZONE 4) FASTENING AT 1X2 (MARK 'A') REFER TO DETAIL C1 OR C2. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 2 - Screen Rooms IV. 1" X 2" OB @ PERIMETER NOTE #1 : USE'/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) I 1" X 2" OB @ PERIMETER REFER TO NOTE #1 - THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) REFER TO NOTE #1 - THIS SHEET h 1 PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS Page 2 -13 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 2 - Screen Rooms I1 X 2 OB @ PERIMETER I i 1 X 2 OB @ PERIMETERFASTENPERNOTE #1 1 FASTEN PER NOTE #1 2" X 2" HOLLOW 1" X 2-1j4" X 1/8" 4,4 a o HORIZONTAL (GIRT) I RECEMNG CHANNEL I LL 0 I o I Q I I I z I 1" X 1" X 1/8" ANGLES I (LENGTH OF GIRT DEPTH I W LESS 1/2") WITH -POST / COLUMN 2- #8 X 1/2" LONG S.M.S. 0 L AT EACH LEG. (TYPICAL 0 TOP & BOTTOM) I N CONNECTION W/ EXPOSED FASTENERS CxU) CL zWFF- W H 1 X 2 OB @ PERIMETER o FASTEN PER NOTE #1 GIRT (DETERMINED a BY TABLE) z w 0 NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO o WOOD HOST AND 1/4"0 X 2'/0" LONG CONCRETE 3 SCREWS INTO CONCRETE OR MASONRY z CONSTRUCTION (1" EMBEDMENT TYPICAL) R SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 0 aWCr 2- # 10 S.M.S. FROM INSIDE FACE Wm o OF 1 X 2 OB INTO SCREW SPLINES 0 OF HOLLOW GIRT (1" EMBEDMENT z MINIMUM.) N CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS C4 ra 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page Chapter 2 - Screen Rooms 1" X 1" X 1/8" ANGLES V 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) 1" X 2-1/4" X 1/8" rRECEIVING CHANNEL CHANNEL ALTERNATE POST / COLUMN CONNECTION W/ EXPOSED FASTENERS 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1-1/2" EMBEDMENT MINIMUM)- s W o SELF MATING POST 1 IT GIRT OR CHAIR RAIL CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS /GIRT TO POST CONNECTIONS Page 2 -15 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2_0 Chapter 2 - Screen Rooms ROOF PANELS (SELECT PER TABLE 201) 7777777 7775F77` 4)-#10 X 4" 2" X 2" X.046" S.M.S. INTO CONTINUOUS I I SCREW BOSSES HOLLOW POST -y HOLLOW POSTS W/ 2" X 2" HEADER ROOF PANELS (SELECT LE 201) ------ 2" X 2" SELF -MATING POST 4)-# 10 X 4" S.M.S. INTO SCREW BOSSES SELF -MATING POSTS W/ 2X2 HEADER POSTS TO SIDE WALL HEADER CONNECTIONS PARTIAL ELEVATIONS @ WALL FACE) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 i m C) C E5 m O D r C 9 Z C 7 O Z N C O Z N M 2 z D m D N N 0 m Q 0 N C 2" X 2" X 0.045" SCREW SPLINE ROOF PANELS (SELECT PER TABLE 201) 4)-#10 X 4" S.M.S. INTO SCREW BOSSES 2"X311OR2"X4" HOLLOW POST SECTION ROOF PANELS (SELECT PER TABLE 201) SCREEN FACE) ELEVATION EDGE BEAM FASTENING DETAILS - 2" X 2" W/ HOLLOW POST 2" X 2" HEADER DETAIL #1) c a D M N CD CD 0 0 3 A COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA G7 C ri O Dr C Z C C) O z N C n I O z Z 2 z n rn D N N O r rn Cz 0 N 0 ROOF PANELS PER TABLE 201 ROOF PANELS PER TABLE 201 2X3 OR 2X+HOLLOW TILT EDGE BEAM 2X3 OR 2X4 HOLLOW TILT EDGE BEAM 5" I- 511 ' 10" I 1211 SCREW SPACING TYPICAL AS SHOWN - #10 SMS 1X2 TO HOLLOW SECTION ABOVE SPACE ADDITIONAL SCREWS @ 12" O.C. ACROSS BEAM SPAN) 1X2X.045 (OB) 2'-9-1 SELF -MATING OR HOLLOW POST 1X2 OPEN BACK TO TILT BEAM FASTENING DETAIL (ELEVATION) ROOF PANELS PER TABLE 201 ROOF PANELS PER TABLE 201 2X4 SELF -MATING BEAM 2X4 SELF -MATING BEAM i i i i 1"i i •i i i i i 2'-----2" 2'i i2 -- 2"-Z— 2"-- j---- 4" --j-- 6" T 8" } logo SCREW SPACING TYPICAL AS SHOWN - #10 SMS 1X2 TO HOLLOW SECTION ABOVE SPACE ADDITIONAL SCREWS @ 12" O.C.) 1X2X.045 (OB) SELF -MATING OR HOLLOW POST 1X2 OPEN BACK TO 2X4 SELF -MATING BEAM FASTENING DETAIL (ELEVATION) C) S d v cD N CN n CD CD 0 0 3 A Chapter 2 - Screen Rooms COMPOSITE ROOF PANEL REFER TO TABLE 201) RECEIVING CHANNEL WITH 14 X 3/4" S.M.S. @ 10" O.0 TOP AND BOTTOM vI 03 U" 0 U LJ v 0U 0 10:) 00 (DD 0 0 0 „O FASTEN TO FASCIA WITH 1/4"0 X 21h" LAGS 12" ON CENTER ALONG HEADER NOTE: FASCIA MUST BE 2" NOMINAL, 1" NOMINAL FASCIA MAY BE AUGMENTED TO 2". COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA 14 SMS 10" ON CENTER THRU RECEIVING CHANNEL — INTO PANEL TOP AND BOTTOM COMPOSITE ROOF PANEL CONNECTION TO HOST WALL o S: 0 JLL IL 0 z 0 a z EXISTING MASONRY OR WOOD FRAMED a HOST STRUCTURE i PERIMETER WALL ~ u- O zO Nn e s aW zWHH W F- H O H WHERE PROXIMITY OF HOST EAVE PROHIBITS s INSTALLATION OF FASTENER INTO TOP OF PANEL, a FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS Z PER PANEL (THIS APPLIES ONLY TO MAXIMUM pROOFPANELSPANOF12' AND A ROOF HEIGHT 4+ OF 8', ALL OTHER APPLICATIONS REQUIRE SITE iSPECIFICENGINEERING) z EXISTING MASONRY OR 0 WOOD FRAMED HOST o STRUCTURE PERIMETER WALL cr aWCr EXTRUDED OR MINIMUM .040 THICKNESS Wco O ROOF HEADER (A.K.A. RECEIVING CHANNEL) WITH 1/4"0 X 21h" LONG LAG SCREWS FOR 0 LUMBER HOST 1 PER STUD - 3/8"0 X 21h" LONG MASONRY SCREWS FOR MASONRY N HOST @ 16" O.C. c o: a OU AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 r,urlua nummig Lode Online Page 1 of 2 j. MS Home Lop In User Registration Hot Toplra Submit Surcharge state a Fags Fub"catiom Cantu Us 8CIS Site "air Unla Search w Product ApprovalfUSER: Public user rr a rmvri I+.en., >yrrynobr-,r .,e > tQLU ;rur. , . t > APOQorion Debll Fl-4 FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dkpdokimengineering, net Do Kim dk*dokimengineering, net Bruce Peacock 4650 Lyons Technology ParkwayCoconutCreek, FL 33073 954)949-3200 bpeacock@elitealuminum.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a LicensedFloridaProfessionalEngineer 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 QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By 3ames L. Buckner, P.E. 0 CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) EQuivalence of Product Standards Certified By Sections from the Code Product Approval Method 1709.2 Method 2 Option B https://:floridabuilding.org/pr/pr-app- dri _ flonda Building Code Online Page 2 of 2 Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/20/2017 SMmrnary of Products FL d Model, Number or Name Description 7S61.1 Aluminum/Aluminum Composite 3"/4"/6'x0.024'xllb EPS Composite Panel, Panels 3'/4'/6'x0.032xllb EPS Composite Panel, 3'/4"/6"x0.024'x21b EPS Composite Panel, 3'/4'/6'x0.030'x2lb EPS Composite Panel, Units of Use Approved for use in HVHZ: Yes Installation Insbvctions Approved for use outside HVHZ: Yes FL7561 R4 ll 2rr-7 FgC-Elite Alumir• I, orn Ir-allInstructndFImpactResistant- No Design Pressure: +80/-80 Verified By: Do Kim, P.E. PE 49497 Other: In HVHZ, not to be used in structures considered Created by Independent Third Pa m Yes living areas per FBC Section 1616 unless impact protection is Evaluation Reports provided. See installation drawing for nominal allowabledesignpressuresandspans. Created by Independent Third Party: Yes E8p sil CMQct Us :: 2601 Blair Stpne goad Tallahassee 2+99 ®ones A22:12 IM The State of Florida is an AIVEEo employer. rawrfem 2007.20 1W „s -d cv S._.&M= •• ., ems,,..,,, .. bihh StMcme r R.r11M Statrm m Under Florida low, email addresses an: public records. If you do not want your e-mail address released In response to a Public -recordsmailtothisentity. Instead, ve Octoberfire , 20 by phone s by traditional rraU. t you have any questions, please contact e50.4a7.1395. nt to Sectionelectronic1), Florida Statutes• effective October 1, 2012, Uoensees Ikerrsrd under Qapter e55, F.S. must provide the Department with an email address If they have ores. TheMaa4ProvidedmaybeusedforofficialcommunicationwiththeUcensee. However emaU addresses are public reooN. If you do not wish to supply a personal address, please provide the Department with an emall address which on be made avipabk to the public To determine if you are a licensee under Chapter 455, F.S., pleasedkf: IMM. product Approval AoeaOb: OO® Gna Cecil: cpw Safe w https://floridabuilding.OrgIPr/pr app dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN8... 8/12/2018 ELITE PANEL SPAN TABLES: 3' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) MAX. ALLOWABLE SPAN (FT) 4' x 0.024 x 1 — LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 6' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/80 I L/12O elan 1 i2an Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/80 I L/120 I 1-/190 L/2a0 4' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 6' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) MAX. ALLOWABLE SPAN (FT) 3' x 0.024 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 I it" 14.31 1 all 1•.11 1766 ULU 1306 16.36 A l 1 O6 1a46 30 14.16 17.76 10.1n P ir 1. I To u.57 ILI ea7 l0 IM6 946 1 4,67 4' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 6' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET- - MAX. ALLOWABLE SPAN (FT) GlINFRAL N()1'I:s I. CoatpuAle pancls shall be conslrodcd using (ypc 3003.11154 uMmioum facings, I or Z 1'('I-'AS1'M C-578 carpaacr brand FIIS adhcrc In aluminum facing, with Ashland ('hcmieal 20201) ISO Will. Fabrication to he by Wile panel products tally inaccordancewhhapprovedlilbril'alion n ciliods. 2 r:lite ronl'panehs maintain a 111. 1715 (intl class •B' (ex0 Falling and are NER-301 approved. 3. 'Ibis specification has been designed and shall Is, flbricuted in uccordance with the requifemcros ul'1hc Florida Building Code6° Edition (FDC). coogwsilc panels comply tsith Chapter 7 Scetiun 720. Chaplcr 8 Section 803. Chess A interior finish, and Chapter 26 Section 2603 All local building ode antcmlmcnts shall he adhered to as required. 4. 1'hCdesigner shall detcrodoe by accepted engineering practice the allowable loads for site specific had conditions (IncludingMadcombinations) usingthe data tram the ullauahle loads tables and %Ptsns in this approval. S. Deflection limits and alloaublc spans have been listed to mccl I'BC including lite IIVIIZ. In IIVI IZ, this ptsduet shall be used in strucans -nut to he considered living areas" Per Section 1616 unless impact resistance in accordance to the I IVI IZ requircnncnlc are met. 6. SulLty loclor ul' 2.0 hus been used to develop ullowatblc foods and spurts from testing in accordance to the Guidelines litr Aluminum Structure% Pon 1 cold coalorms to the FH(: Chnpoer 16 and 20. 7. I'csling has been conducted in accordance to AS'I b1 L72-05: Slreaglh lest ol'Pancls for Uuilding Cunstroclion. 8. R&rcacc test reports: HF 11.05.1988. HI "I'1416.2104, HE 11-06.2066, 11111'1-06.2105. HE 1'1.06-2067. HETI.05.1002. Hli'I'I- X-2107, IIL11-U5.19117. 1IL'I'I-06.2069,111.11-06.2070.1IIA I-U6.2071.1If: I'I-05•I994,111111.05-1"1.1II:I'I-0611FTI. 06-2073.1W."I'I.06.2074.1IF 1*1-05.1996, IIF.'f1-05-1989, I IF-TI.05.1993.1IE'1'1.05.1985, IIETI.05.1995. IIFTI.US- 199U. 1IETI-05.1997. 11F I'I-03-2037, f II'I'I-05 .U29, 111:'I'I•l15.21IJ9, l II'11-05.20J11, 111-11-05-2041. HVI'1.05-21148, 111'I'I- 05- 2036.1I1i I'I-05.2031.111:11-05.2038. f If: 1'1-05-2065. f 11.711-05.2u40.1I1i 11.05.2042. 9. Linear interpolation shall be ullowed fir figures within Ilse tables Shown. 10 Puncls with lists I Lamsshall be considered equivulent to sintilur pancls wilhom fun bcums. Dht,ign professionals may include tMctmn..6 n1'hn Iw.. A.....,, ... -.......A .1......., :....-..- ..- -•- .•-t... •_-fin.. 3' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET_ _ MAX. ALLOWABLE SPAN (FT) 4' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET_ - MAX. ALLOWABLE SPAN (FT) 6' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLEI LOAD (PSF) L/80 I L/120 I L/I80 I L/240 ter• • • • • OPTIONAL GUTTERORDRIP CAP SLOPE 1 m FO? O?O?O?O?O 36 EPS CORE Ill OR 21./ 0nOnOnO;3 DO KIM 6 ABBOCIATEB. t.LC CONSULTING STRUCTURAL ENGINEERS. Po 1" tons! Temp. FL 33676 T. I.MIM4374333 rn > W O Kµall CNHNj W z zLL O W cr OLL 00 YEON W K. P EF( A. REG. NUMBER 4917 ALUMINUMBOTTOM J I G0 OOMW At 2 TFJ.tu 1 0Fes- --CLEAR SPAN (U INSIDE TO INSIDE O° OM Imp. BOX LSL76O° o° FORROW CONNECTIONS RECOID TOPROW{OE O0 36' MA% IN FRONT 6 25Z FOR ROOFTRURE6ADDTHICKNESSTOOF00OFPANELVIDTNRSIDES w rAH w/ni. col SUPPORTINGAN STRUCTUREDETAILITVALlFORTOTALOTHISOR ANY OTHER ENGINEER. PANEL SPAM OO (12' MAX AT SIDES) Nnru «tr Drawing No. - FL-1001 EPS ROOFPANEUSPANDESCRIPTIONSHEETIofI v Chapter 2 - Screen Rooms Allowable Roof Panel Spans for Screen Rooms (Type 1) Table 201d 130 N PH Wind Zone Exposure B Table 201 Industry Standard Products Design Panel/Skin Thickness Load (psf) 0.024 0.032 3" Standing Seam (Riser) by 5 Rib 39.4 5'-4" 7'-8" 3" Composite (1 Ib EPS Core X Skin Thickness) 38.2 8'-11" 4" Composite (1 Ib EPS Core X Skin Thickness) 38.2 10'-6" 5" Composite (1 Ib EPS Core X Skin Thickness) 38.2 6" Composite (1 Ib EPS Core X Skin Thickness) 38.2 10'-10" 12'-3" 3" Composite (2 Ib EPS Core X Skin Thickness) 11'-9" 12'-9" 38.2 10'-6" 4" Composite (2 Ib EPS Core X Skin Thickness) 38.2 11'-9" 5" Composite (2 Ib EPS Core X Skin Thickness) 38.2 12'-7" 6" Composite (2 Ib EPS Core X Skin Thickness) 38.2 12'-3" 13'-6" Table 201e 140 NPH Wind Zone Exposure B 12'-9 14'- 5" Industry Standard Products Design Panel/Skin Thickness Load s 0.024 0.032 3" Standing Seam (Riser) by 5 Rib 45.7 4'-11" 7'-1" 3" Composite (1 Ib EPS Core X Skin Thickness) 44.3 8'-7^ 4" Composite (1 Ib EPS Core X Skin Thickness) 44.3 9'-5" 10'-0" 5" Composite (1 Ib EPS Core X Skin Thickness) 44.3 11'-2" 10'-4" 6" Composite (1 Ib EPS Core X Skin Thickness) 44.3 11'-2" 3" Composite (2 Ib EPS Core X Skin Thickness) 12'_2" 44.3 10'-01, 10'-111, 4" Composite (2 Ib EPS Core X Skin Thickness) 44.3 11'-2" 5" Composite (2 Ib EPS Core X Skin Thickness) 44.3 11'-8" 6" Composite (2 Ib EPS Core X Skin Thickness) 44.3 12'-2" 13'-8" AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 2 - 40 M vd 0 N V1 0 ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms TYPE II Table 202e Applied Unit Load = 35.8 (PSF) Wind Zone= 140 MPH Exposure Category: B Alloy = 600ST5/6061T6 Contributino Load Width / Soacino Single Extrusion Profiles 5' - 0" 6'-0" T - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 2 X 2 X 0.046" Hollow T-8" 3'-4" T-1" 2'-11" 2'-9" 2'-7" 2'-6" 2'-5" 3 X 2 X 0.050" Hollow 4'-11" 4'-6" 4'-2" T-11" 3'-8" T-6" T-4" 3'-2" 3 X 2 X 0.072" Hollow 6'-2" 5'-7" 5'-2" 4'-10" 4'-7" 4'-4" 4'-2" T-11" 2 X 4 X 0.050" Hollow Tilt (HT) 5'-9" 5'-3" 4'-10" 4'.6" 4'-3" 4'-0" T-10" T-8" 2X4 SMB 5'-9" 5'-3" 4'-10" 4'-6" 4'-3" 4'-0" T-10" T-8" 2X5 SMB 7'-2" 6'-7" 6'-1" 5'-8" 5'-4" 5'-1" 4'-10" 4'-8" 2X6 SMB 8'-1" 7'-4" 6'-10" 6'-5" 6'-0" 5'-8" 5'-5" 5'-3" 2X7 SMB 10'-5" 9'-6" 8'-10" 8'-3" 7'-9" 7'-5" 7'-1" 6'-9" 2X8 SMB 15'-10" 14'-6" 13'-5" 12'-6" 11'-10" 11'.3" 10'-8" 10'-3" Combination Sections 5' - 0" 6' - 0" T - 0" 8' - 0" 9' 0" 10' - 0" 11- - 0" 12' - 0" 2X3 HT+1X2 OB 5'-10" 5'-4" 4'-11" 4'-8" 4'-4" 4'-2" 3'-11" 2X4 HT+1X2 OB T-2" 6'-7" 6'-1" 5'-8" 5'-4" 5'-1" 4'-10" 2X4 SMB+1X2 OB 6'-6" 5'-11" 5'-6" 5'-1" 4'-10" 4'-7" 4'-4" Note: For Combination Sections, the 1X2 Open Back must be fastened to the accompanying edge beam per special fastening elevation on Page 31. ALLOWABLE SPANS for Carrier Beams or Intermediate Roof Bearns in Screen Rooms FOR Wind Zone = 140 MPH Exposure Category B FOR a TYPE 11 Room Unit Load (Design Pressure) = 35.8 (PSF) Beam Extrusion (Profile) Beam Soacino / Trihutary I narl width Table 208e ofAlloy: 6005T5/6061T6 6'-0" 8'-0" 1014" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 2 X 4 X 0.045 X 0.100 SMB 5'-3"a 4'-6"a 4'-0"a 3'-8"a T-5"a 3'-2"a T-0"a 2'-10"b 2'-9"b 2 X 5 X 0.050 X 0.116 SMB 6'-7"a 5'-8"a 5'-1"a 4'-8"b 4'-4"b 4'-0"b 3'-10"b 3'-7"b 3'-5"b 2 X 6 X 0.050 X 0.120 SMB T-4"a 6-5"a 5'-8"b 5'-3"b 4'-10"b 4'-6"b 4'-3"b 4'-0"b 3'-10"b 2 X 7 X 0.055 X 0.120 SMB 8'-4"a 7'-3"b 6'-5"b 5'-11 "b 5'-5"b 5'-1 "b 4'-10"b 4'-7"b 4'-4"b 2 X 8 X 0.072 X 0.224 SMB 14'-6"b 12'-6"b 11'-3"c 10'-3"c 9'-6"c 8'-10"c 8'-4"c 7'41% 7'-7"d 2 X 9 X 0.082 X 0.306 SMB 19'-4"c 16'-9"c 15'-0"c 13'-8"d 12'-8"d 11'-10"d 11'-2"d 10'-7"d 10'-1"d 2 X 10 X 0.092 X 0.389 SMB 22'-8"c 19'-7"c 17'-7"d 16'-0"d 14'-10"d 13'-10"d 13--1"e 12'-5"e 11'-1We Double 2X9X.082X.306 SMB 27'-5"d 23'-9"d 21'-3"d 19'-4"e 17'-11 "e 16'-9"e 15'-10"e 15'-0"e 14'-4"e Double 2X10X.092X.199 SMB 32'-0"d 27'-9"d 24%10"e 22'-8"e 20%11"e 19'-7"e 18'-6"e 17'-7"e 16'-9"e vote: Letter following span corresponds to Table 212 (p.2-12) for fastening requirements at foundation COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA 0 n> v CD I N cn c CDO O O O 3 W Chapter 2 - Screen Rooms ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Wind Zone = 130 MPH Design Pressure: 15.8 PSF Table 203d Exposure BFORScreenMesh: 18/14 Alloy: 6005T5/6061T6 Load Widths or Spacing Mean Roof Height ? 30 ft Post / Column 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6 43 7' 6" 8' 0" 2" X 2" X 0.046" X 0.046" Hollow 5'-8"(1) 5' 4"(1) 5'-1"(1) 4' 10"(1) 4' 7"(1) 4' 5"( 4'-2"(1) 4'-0"(1) 2" X 3" X 0.05" X 0.05" Hollow 8'-3"(1) 7'-10"(1) 7'-5"(1) 7'-1"(1) 6%9"(1) 6'-6"(1) 6'-3"(1) 2' X 3' X 0.05" X 0.05" Snap 8'-11"(1) 8%5"(1) 7'•11"(1) 7'-7"(1) 7'-3"(1) 6-11"(1) 6'-9"(1) 6 6-6"(1) 2" X 4" X 0.050" X 0.050" Hollow 9%7"(1) 9'-0"(1) 8' 7"(1) 8'-2"(1) 7'-10"(1) 7'-6"(1) 7'-3"(1) 2" X 4" X 0.05" X 0.05" Snap 10'-7"(1) 10' 0"(1) 9' 6"(1) 9•-1"(1) 8'-8"(1) 8' 4"(1) 8'-0"(1) 7'-9"(1) 76"(1) 2" X 5" X 0.050" X 0.050" Hollow 9'-11"(1) 9'-4"(1) 8' 10"(1) 8'-5"(1) 8%1"(1) 7'-9"(1) 7'-6"(1) 2" X4"X0.046"X0.10" SMB 8'-911) 8%3"(1) 7'-10"(1) 7'-6"(1) 7'-2"(1) 6'•11"(1) 2" X5"X0.05"X0.116"SMB 8'- 1'(1) 7' 10"(1) 7'-7"(1) 2"X6"X0.05"X0.12" SMB 11'-11"(1) 11'-3"(1) 10'-8"(1) 10'-2"(1) 9'-9"(1) 9'-4"(1) 9'-0"(1) 8'-9"(1) 8'-5"(1) 2"X7"X0.055"X0.12" SMB 13'-3"(1) 12'-6"(1) 11'-10"(1) 11'-3"(1) 10'-10"(1) 10' 5"(1) 10'-0"(1) 9'-8"(1) 9'-4"(1) 2"X8X.072"X0.224" SMB 24'-8"(2) 23'-3"(2) 22'-1"(2) 21' 1"(2) 20'-2"(2) 19'4"(2) 18'-8"(2) 18'-0"(2) 17'-5"(2) 2"X9"X.082"X.306" SMB 31'-6"(2) 29'-8'(2) 28'-2"(2) 26'-10"(2) 25'-8"(2) 24'-8"(2) 23'•10"(2) 22'-11"(2) 22'-3"(2) 2"X10"X.092"X.389" SMB 37'-11"(2) 35'-10"(2) 33'-11"(2) 32'-5"(2) 31'-0"(2) 29'-10"(2) 28'-9"(2) 27' 9"(2) 26'-10"(2) 3" X 3" X 0.090" Hollow 10'-811) 10%1"(1) 9'-6"(1) 9' 1"(1) 8'-8"(1) 8'-4"(1) 8'-1"(1) 7'-9"(1) 7' 6"(1) 3" X 3" X 0.125" Hollow 14'-1"(1) 13'-6"(1) 12'-10"(1) 12'-2"(1) 11'-8"(1) 11'-3"(1) 10'-10"(1) 10'-5"(2) 10'•1"(2) ALLOWABLE SPANS for Prenary Members In Screen Walls (Posts/columns) Table 203e WindZone = 140 MPH Design Pressure: 18.5 PSF Exposure B FORScreenMesh: 18/14 Alloy: 6005T5/6061T6 Load Widths or Spacing Mean Roof Height ? 30 ft Post / Column 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7%0" 7'-6" 8'-0" 2" X 2" X 0.046" X 0.046" Hollow 5'-3"(1) 4'-11"(1) 4'-8"(1) 4%6"(1) 4'-3"(1) 4'-1"(1) 3'-11"(1) 3'-10"(1) 3'-8"(1) 2" X 3" X 0.05" X 0.05" Hollow 7'-8"(1) 7'-3"(1) 6'-10"(1) 6'-6"(1) 6'-3"(1) 6'-011) 5'-10"(1) 5'-7"(1) 5'•5"(1) 2" X 3" X 0.05" X 0.05" Snap 8'•3"(1) 77-9"(1) 7'-4"(1) 7'-0"(1) 6'-9"(1) 6'-5"(1) 6'-3"(1) 6%0"(1) 5'-10"(1) 2" X 4" X 0.050" X 0.050" Hollow 8'•11"(1) 8 4'(1) 7'-11"(1) 7'-7"(1) 7'-3"(1) 6'-11"(1) 6' 9"(1) 2" X 4" X 0.05" X 0.05" Snap 9'-10"(1) 9'-3"(1) 8'-10"(1) 8'-5"(1) 8%0"(1) 7'-9"(1) 7•-5"(1) 7'-2-(1) 6'-11"(1) 2' X 5" X 0.050' X 0.050" Hollow 9'-2"(1) 8'-8"(1) 8'-3"(1) 7'-10"(1) 7'-6"(1) 7' 2"(1) 6'-11"(1) 2" X4"X0.046"X0.10" SMB 8'-1"(1) 7' 8"(1) 7'-3"(1) 6'-11"(1) 6-8"(1) 64"(1) 6'-2"(1) 5'-11"(1) 5%9"(1) 2"X5"X0.05"X0.116" SMB 9'-11"(1) 9'-4"(1) 8'-10"(1) 8'-5"(1) 8' 1"(1) 7'-9"(1) 1 7'-6"(1) 7'-3"(1) 6'-11"(1) 2"X6"X0.05"X0.12" SMB 11'-1"(1) 19•5"(1) 9'-11"(1) 9'-5"(1) 9'-0"(1) 8'•8"(1) 8.4"(1) 8' 1"(1) 7.10"(1) 2"X7"X0.055"X0.12" SMB 12'-3"(1) 11'-7"(1) 10'-1111) 10'-5"(1) 10'-0"(1) 9'-7"(1) 9'-3"(1) 8'-11"(2) 8'-8"(2) 2"X8X.072"X0.224" SMB 22'-10"(2) 21 7"(2) 207(2) 19'-6"(2) 18'-8"(2) 17'-11"(2) 17'•3"(2) 16'-8"(2) 16' 2"(2) 2"X9"X.082"X.306" SMB 29' 2"(2) 277-6"(2) 1 26' 1"(2) 24'-10"(2) 23'-10"(2) 22'-10"(2) 22'-0-(2) 21'-3"(2) 20' 7"(2) 2"X10"X.092"X.389" SMB 35'-2"(2) 33'-2"(2) 31'-5"(2) 29'-11"(2) 28'-9"(2) 27' 7"(2) 26' 7"(2) 25'-8"(2) 24'-10-(2) 3" X3" X 0.090" Hollow 9'-10"(1) 9'-4"(1) 8'-10"(1) 8'-5"(1) 8'-1"(1) 7'-9"(1) 7'-5"(1) 7'-2"(1) 6'-11-(1) 3" X3" X 0.125" Hollow 13%3"(1) 1 12'-6'(1) 11'-10"(1) 11'-4"(1) I 10'-10"(1) 10'-5"(2) 1 10'-0-(2) 9'-8"(2) 9'-4"(2) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 2 - Screen Rooms ALLOWABLE SPANS for SECONDARY SCREEN WALL MEMBERS GIRTS OR CHAIR RAILS) FOR 100& 110 mph Wind Zones Exp B 18/14ScrePn I I.:. I ---I Table 204 Table 204a&b aI IvlColI KVVI rlelgr% r 3U ft Load Width / S acin Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" T-0" 2X2X.046 Hollow 6-11" 6'-6" 6'-2" 5'-10" 5'-7" 5'-5" 5'-2" 2X3X.050 Hollow T-10" T-10" T-10" T-10" 7'-10" T-9" 7'-5" 2X4X.05" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 2X3X.072" T-10" 7'-10" T-10" T-10" T-10" T-10" T-10" Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 1011) FOR 120 mph Wind Zone Exp B Exp B 18/14Sr_raan it :. Table 204c JI IVIC011 KVVI Mlgnt i 3U It Load Width / Spacin Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" T-0" 2X2X.046 Hollow 6'-3" 5'-11" 5'-7" 5'-4" 5'-1" 4'-11" 4'-9" 2X3X.050 Hollow T-10" T-10" T-10" T-9" T-5" T-2" 6'-10" 2X4X.05" T-10" T-10.. T-10" T-10" T-10" T-10" T-10" 2X3X.072" T-10" T-10" T-10" T-10" T-10" 7'-10" T-10" Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10") FOR 130 mph Wind Zone Exp B Exp B Table 204d 1 R/'I dCr•reen jjJl IVIC011 KVVI r1el nt ' 3U It Load Width / Sp cincl Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" T-0" 2X2X.046 Hollow 5'-7" 5'-3" 5'-0" 4'-9" 4'-7" 4'-5" 4'-3" 2X3X.050 Hollow T-10" 7'-9" 7'-4" 7'-0" 6'-9" 6'-5" 6'-3" 2X4X.05" T-10" T-10" T-10" T-10" T-10" T-10" 7'-9" 2X3X.072" T-10" T-10' 7'-10" T-10" T-10" T-10' Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10") FOR 140 mph Wind Zone Exp B Exp B Table 204e 18/dGroen Iu.40 1 mCdlI KVVI rlel nt ' 3U tt Load Width / S acin Extrusion 4'-0" 4'-6" 5'-0" T-6" 6'-0" 6'-6" T-0"' 2X2X.046 Hollow 5'-1" 4'-9" 4'-6" 4'-4" 4'-2" T-11" 3'-10" 2X3X.050 Hollow 7'-7" T-2" 6'-9" 6'-5" 6'-2" 5'-11" 5'-9" 2X4X.05" T-10" T-10" T-10" 1 7'-10" 1 T-9" T-5" 7'-2" 2X3X.072" T-10" T-10" T-10" 1 T-10" 1 7'-7" 7'-3" T-0" Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10") NOTE (Table 104): maximum span of 7' 10" governed by maximum post spacing of 8' 0" AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 R1EQII7M EIID INSPECTION SIEQUENClE. m,m.r r YYY TT NRn® max IIns ection IIDescrl fnon. 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