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Permit 190 Seminole RdCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 10-00000099 Date 2/03/10 Property Address 190 SEMINOLE RD Application type description WINDOW ANDjOR DOOR Property Zoning TO BE UPDATED Application valuation 6799 ---------------------------------------------------------------------------- Application desc windows and doors Owner Contractor ------------------------ ------------------------ LAWHUN OWNER 190 SEMINOLE ROAD ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit WINDOW AND/OR DOOR PERMIT Additional desc . Permit Fee 85.00 Plan Check Fee 42.50 Issue Date Valuation 6799 Expiration Date 8/02/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 85.00 85.00 .00 .00 42.50 42.50 .00 .00 127.50 127.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 !~ ~ ~ OFFICE: (904}247-5828 ~ FAX NO.:(904)247-5845 .,ate. , ~ .'r BUILDING-DEPi'~COAB.US ~r'~ BUILDING PERMIT APPLICATION ~g~ I L _ 1 DWAL COUNTY 1. JOB r',DDRES£: 2. VALUATION OF WORK 3. S0. FT. UNDER ROOF ~ ~ cJCi`R ~ n ~t e R ~- ~ '~.`1 ~ `~ -~ 3 4 LEGAL DESCRIPTION: 5 CLASSOF WORK 6. USE OF-STRUCTURE: (~ l ~ S '`~- ~ ~ ^ NEW BUILDING ^ DEMOLITION F_StDENT1AL L07 ~ BLOCK _ SUB DIVISION ~ -~' ~ ~L ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL 7. DESrRIPT10N OF 1NORK: ~ • ^AL7ERATION ^ ACCESSORY BLDG. e. FIRE SPRIN)CI,~R: t ~ L . 'r ~'i ~ REPAIR R Q~~A~ re- ^ POOL J SPA ^ YE5 ^ N/A -E ~C)C;~S ~.xk ~-3~0•` ^MOVE ^OTHER ^NO PROPERTY QWNER: CONTRACT9R: ARCHITECT 4ENG{NEER: c9. NAME: \,, 15. COMPANY NAME: 23. COMPANY NAME ~~~,r.3 ~ "a ~~~-~~~ ~'[ ~ ``~~~ 18. NAME 24. LICENSEE NAME: 10. ADDRESS: ~c~° o\ e ; `zr 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: . ~ n ~~ O S ~ g , ~~ L . 3 a a33 18. ADDRESS: 26. ADDRESS: 11 OFFICE PHON ' 92. FAX NO.: 19.OFFICE PHONE: 0. FAX NO: 27. OFFICE PHONE .FAX NO.: LL 13. CELL PHONE 21. CELL PHONE: 29. CELL PHONE ~~a-~a~t 14. EMAIL ADDRESS: 22. EMAIL ADDRES 30. EMAIL ADDRE FEE SIMPLE TITLE HOLDER: (IF OTHER THAN ONMER) 1130NDING COMPANY: MORTGAGE LENDER: 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 3d. ADDRESS: i 36. AD ESS: Application is hereby made to obtain a permit to do the work and installafions as indicated. I certify that no work or ir-stailation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of afi laws regulating construction in this jurisdiction. This permit becomes nail and Void if work is not commenced within sDC (6) months, or 'rf construction or wank is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Ptumbin ,Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER`S AFFIDAVIT - I certify that all the foregoing information is atxxrrate and that all work will be done in compliance with aU applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, untU all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT tN 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. OWNER'or AGENT CONTRACTOR (lf Agent,. Power of Attorney or Agency Letter Required (Qualifier Only) Signed: ate: ~ ' l - 1 ~ Signed: Date: _ Before me this ~_ day , 2009 in the county of Before me this day of 09 in the county of Duval, State of Florida, has parsanaliy appeared Duval, State of Florida, has personally appeared herin by himself /herself and affirms tllat all statements and declarations are herin by himself i herse{f and at all statements and declarations are true and accurate. ~ true and a Notary public at Lang State of , Cou a~~:d~IL~_ Notary Publi t to ty o ^ P al ,,;,~ ^ Personalty own rod I 'on - ^ Prod 1 iifi Notary .,,A !s` . ub1iC S to Npt€iry Signa re: ;i;~,~ ~",, «~ s~n 1S5 3 ~pvJ 5 ~J a~~~3 ~~~~~ SITE 1=C~R C BLDfdOr>:XBmiErti` ~~1~ REQUIREMENTS AND CONDITTON5. , EACH 1 N S P ECTI O N . _ _ l1 -_ REVIEWED BY: DATE• o~-/ l C, Doc # 2009273996, OR BK 15066 Page 2296, Number Pages: 1, Recorded 11/13/2009 at 10:17 AM, JIM F'[ILLER CLERK CIRCUIT COURT DWAL COUNTY RECORDING $10.00 ~"`'~ This Inat[renent Prepsoed By: THD nt I•rome serv;ees Ztf1 Setsry L®q Suite K Tampa, FL 336i9 Parrott Na. 31rte of Florida ~ri of,._ NOTICE OF COMAI~PICEMEN'I' Tax Folio No.~ e~S~ ' t7Qr~ () JObt~ Y7~Jkz~ THH UNDEESIGNED hereby gives aotitx that improvemeors will be made to certain real property, and in aeeordeace with Chapter 713, Plodder 3telutes, the Ibilowmg intamatioa is provided is this Notice ofCommencemmt: 1. Description tn_a t'7_ 3. thvna information (e) Name'and address:, (6) Lrtat"st is ProP~Y /1 „~ (c) Name and udthess ~ Jj~i 4. (a)Name and address: fb) Phone mrm6er. ~d sweet address if available) THD At Home Setvirxs, Inc 207 Kelsey Lang Suite K, Tampa, FL 33614 813-40L3700 ~Z2 ?.,3 5. Surety (s) Name and address: /V ~ Ig' Cb) Aarouad ofband {c) Phma mm~6er: 6. Loader (a) Name and addmas: 1J 1 ~f' , (6) Phoma aam6er. 7. Persens within the Slme of Florida designated by Owner npan whom notices or other docraneats nary be servod as provided by Section 713.13(]Ka)7» Florida Statutes: (a) Name and address: r, 1. e' !~ _ (b) Phoa number: S.1a addition to himself Owner designates the fnllovring person(s) io receive a Dopy oftbe Lieaor's Notix as provided is Section 713.13(1x6). Pforlda Stata*ea: (a) Name and address: (b) Phame ameba: 4. ES~hatien dace ofnotice of commencement (the expiration date is 1 year from the data of reoordiog unless a drffatmt dau is speed' red) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OP TEIB NOTICE OP IbNAO~iI~TT ABECONSIDERED II~ROPER PAYMENTS UNDERCHAPTBR 713, PART b SECTION 713.13, FLORIDA STATUTES, AND CAN RESULTBV YOURPAYING TWIGS FOR i1vIPROVffi~IIV7'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THH JOB SITE BEFORE THE FIRST INSPECTION. IF YOU tN1'ENDTO OBTAIN PIIiANCIIdO, CONSULT WITH YOUR LENDERORAN ATTORNEY BEFORE COMMENCING WORK ORRECORDING YOURNOTICB OF COMMENCEMENT. ......,p ~•••"'•gp•NALDALLENREEDY ^- ~-~ - _-~ ~` CorttmiF DD0847ti44 ' ~ 10. ~` Sigaetme adOwaer err Owner's A O1$aer/Daeetor Expires 1212812012 ? Pumc/btaoapor x tlarary ~• ~ C Sigaatoty'a Titlell')8im ~(,[ ~ .~i~ i pF : b~ no ..n....u .:. f , TbeforegoLogimm~talYtt'1hH3iY~~efnmmat66 dryot~~~1/~by~AP~~ ~4'w{.Lrn. ,(ate of pecrmj as (type ofarRhaity, e.g. otiioa. treeoea, armmey in fia:0 for (tome of party on 6rLalf oLwlam iasar®cdwra aa:aaod). RONALD ALLEN REEDY f~~ Comm# DD0847tI44 Stgssma ofNday P~Lc-Sttase ~°'~ Imown_arRadoce ~TdemFa'adm ti Expires 1112912012 -AND- R/~v~f~ ~. C ea Y '. ~~b F1lotlde Notary 0 ..,uor.unn.w. n..nuu„u n.o.nn. .,i Utater peaabits ofp~my, Idedara ttua I Imve reed the 5aego'vtg and tlmtthe etW stmed'm it ate mar to We lxat of<Qy t~'l`.~..+--,-.bd (/"Sigaaaoe otNaaad Peron Signing (m IIroA10) Abore Revhad7nro7 ~TAT~ OF F'_OR1CP [.;^I ~:0_;~I'd. _Vr.i.;4;~fth.r;rra=t'',ritirtOtivalGOtlnty, ~;: : ; :.~ ~~:~ tr. ,Or;;,d:0ir~tsatrua F'.~riu8, CJ LI:~'s=ui t:c2iri'1 t"c n . -d i,Orr^Ct CO~y Lf t:lt; t;ri~inu. aS it cr;:~ui 5 i;ft r'Curl snJ iiia i rte off ice cf tha Gli:-rk of Cir i;llit cf i~iava! lr+urty, i-lor:d-• r:7TPlESS my {land zed ~i~o~ G~A.DC 2fl. )a.•.:;~n>;i::o, ~orida, t'iis the~i ay of .4lM ~U ER Clerk of t:te Gir it Eourt G ~ 1 Ccun~ order ~~ i?y ty'4t'J ~~ ~ t1 ~> CITY OF ATLANTIC BEACH ~ ~~ Q~WNER /BUILDER AFFIDAVIT ~~`~IiiJSY}` I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER /BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUJLD OR IMPROVE AONE - OR TWO FAMIl,Y RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. il. INJURY L1ABiLITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. 1V. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE° IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN 1F ,A PERSON 1S A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247-5826) IF IN DOUBT. V. ACKNOWLEDGEMENT; THEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ADDRESS PRINT NAME ~ ~~ SIG TURE Before me this ( day of ~ 20 ~~ in the county of Duval, State of Florida, has personally appeared herin by himself /herself and affirms that all sfatements and deGarations are true and accurate. Notary Publi Large, State of ~, Couniy of ~~/ ^ Personal) ~ ^ Rroduced Identificatio - ~ Y 1... GRAHAM `p~~µY GBH,, notary P ~ orida . ~ '. Com fission Expires Feb 14, 201 Notary signature: = + '! ~~ `.~ ~ ommission # DD 518533 _ . _ ...., n Assn. PHONE NUMBER ~ - ~ c~ DATE F:BLDG/Owner-Builder Affadavit; a: y Florida Building Code Online Page 1 of 3 t~_ +.~. . . . . - `-~ .-w i. sage . _..: -- -... - F3Q5 Home ;Loy In !trier Rtgistration :Hot Topics Submit Su - ' ~ _.._. rcha-9e ;State & Fads - Pubikatiort S FBC Staff ; ltCtS Site Map . Unks Search • t ~ Product Approval ,# .;u ~~+ usEre: Pubefe less Product Aorxoval Menu > Prndud or AodKetidt Search > aodkateon List > Application Oefail _ FL # ____-__ .- ApplicationTYpe Code Version -- - - Application Status Comments -T---- - - - - _ _ Archived Product Manufacturer Address/Phone/Emati FUi390-R3 Revision zno7 Approved Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800)966-7753 ingodwin~bhitampa.com Q~~0.~ G~1~ ~ ~~"~~~ Authorized Signature Technical Representative Address/Phone/Emaii ]esse Godwin jngodwin~ebhitampa.com Quapty Assurance Representative Addn~s/Phone/Emafl Category Subcategory Exterior Doors Swinging Exterior Ooor Assemblies Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assueance Entity Quality Assurance Contract Expiration Date Validated By Certifigte of independence ~~5~`.9~ ~~L 17 +~o (Z- Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P,E. PE-43409 National Accreditation and Management Institute 12/31!2011 Ryan ]. K1ng, P.E. - Validation Checklist - Handcopy Received FL8390 R3 CONCERT of INDEPENDENCE.odf Referenced Standard and Year (of Standard) standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2004 1994 http:i/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKGahjApskLf... 1/29/2010 Florida Building Code Online Product Approva{ Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 05/05/2009 05/06/2009 05/13/2009 06/09/2009 Page 2 of 3 Summary of Products M ~ ~ FL # Model, Number or Name Descri tion 8390.1 .Fiberglass Door Up to a 3'0 x 6'8 Glazed 'Impact` Fiberglass Single Door - X - Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8390 R3 II INST 8390.i.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8390.1 for Design Pressure Ratings, FL8390 R3 AE EVAL 8390.i.odf any additional use limitatons, instaBatlon insb~uctions Created by Independent Third Party: Yes nd product particulars. (Note - ASTM E1300-02 utilized or areas inside the HVHZ 390.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed 'Impact" Fiberglass Single Door ith a Sidelite - OX or XO - Outswi Limits of Use nstailstlon Instructions Approved for use in HVHZ: Yes F~$390 R3 II INST 8390.2.odf Approved for use outside HVHZ: Yes VeNfled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8390.2 for Design Pressure Ratings, FL8390 R3 AE EVAL 8390.2.ndf any additional use limitatons, installation instructlons Created by Independent Third Party: Yes nd prroduct particulars. (Note - ASTM E1300-02 utilized or areas inside the HVHZ) 8390.3 c. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door ith Sidelites - OXO - Outswing Limits of Use staNation Instructions Approved for use in HVHZ: Yes FL8340 R3 II INST 8390.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 - impact Resistant: Yes Created by independent Third Pasty: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8390.3 for Design Pressure Ratings, FL8390 R3 AE EVAL 8340.3.adf any additional use limitations, insbllatlon instructions Created by Independent Third Party: Yes and product particulars. (Nate - ASTM E1300-02 utlized r areas Inside the HVHZ 8390.4 d. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact' Fiberglass Double Door - Xx - outswin Limits of Use Installation instructions Approved for use in HVHZ: Yes FL8390 R3 II INST 8390.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8390.4 for Design Pressure Ratings, FL8390 R3 AE EVAL 8390.4.odf any additianal use limitations, Instaliatlon instructions Created by Independent Third Party: Yes and product partiwlars. (Note - ASTM E1300-02 utilized or areas inside the HVHT 8390.5 . Flberglass Door Up to a 6'0 x b'8 Glazed `Impact" Fiberglass Double Door with Sidelites - OXXO - Outswi Limits of Use Installatlon instructions Approved for use in HVHZ: Yes FL8390 R3 II INST 8390.5.Ddf Approved for use outside HVHZ: Yes Verified By: LYndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8390.5 for Design Pressure Ratings, Ft 8390 R3 AE EVAL 8390.5.adf ny addltiana{ use Limitations, instaflation instructions Created by Independent Third Party: Yes and product particulars. (Note - ASTM E3300-02 utilized for areas Inside the HVHZ) http:/lwww.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgsKGahjApskLf... 1/29/2010 B utiders ~""~ ardware nc. 5615 E. POWHATAN AVE TAMPA, FL 33610 FIBERGLASS DOOR GLAZED -IMPACT - DUTSWING 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE STRUCTURAL REQUIREMENTS MCLUOING THE "HlGk VELOCITY HURRICANE ZONE`. 2. PRODUCT ANCHORS SHALL 8E AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEOMEM TO BASE MATER4IL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE FBGH VELOCITY HURRICANE ZONE" THIS PRODUCT COMPLIES WITH SECTION 1828 OF THE FLORIDA BUILDING CODE AND ODES NOT REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN AREAS OUTSIDE OF THE HVHZ" REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1809.1.2 OF THE FLORIDA BUILDING CODE AND DOES N07 REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL "D` AND INCLUDES WIND ZONE 4 A5 DEFINED IN ASTM E1998. 5. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTON. 6. SITE COND1110NS THAT OEVkTE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHRECT. 7. THIS PRODUGT MEETS WATER 1NFlLTRATION REQUIREMENTS FOR "HVHZ". TABLE OF CONTENTS SHEET DESCRIPTION 9 TYPICAL. AflON DESIGN PRESSURES dt GENERAL NOTES 1 PANEL DETAILS do COMPONENTS 3 HOFMZONTAL do VERTICAL CROSS SECTIONS 4 BUCK do FRAME ANCHORING 5 BILL OF MATERIALS GLAZING DE?A!L do COMPONENTS 37.50" MAX. O.A. FRAME WIDTH OVERALL FRAME OVERALL D L O JAMB GLASS DESIGN PRESSURE DIMENSION . . . DIMENSION TYPE TYPE POSITNE NEGATIVE 37.50" 20.50" X X w0oD +50.0 -50.0 80.50" 62.50° 37.50" 20.50" G1 X " X ` POLY FIBER +55.0 -80.0 80.50 62.50 ~ ~ „~ ~~ ~h4 ~~ ` ~~ E .~~~v ~ ~ ~n i~ AL FL-8390.1 ~-~ i m. .Q g W r 1.594. V ~ {~ J *~ t '¢ 1.594" ~ o 4 ~.2~»~~ .~ .~ r NY~ HINGE 1 ALE EDGE 9~1 $ ~~ ~: ~U~ ~. ~'~~ ~~~~~ ~~ ~~ I~. t ~..g390, f ~~ ~ , ~ 1 2 b - 2fMpSONRY ED Eµ "~-- FROM `` ~~"~'" 1dTF.~~ S S^"~O K 5~~~ 3 SNORTwRI ~~ SREWS ~ '~HE rz4RP~ ATIVE SGECCTfpNEtWE/iGODE.4m~ VIEW RERR~'h~ 4F~~ ~ ~~~ ti „~ ~4" MIN. L SHIM SpAGE EM6• Cam') -"`~ (TYPJ E } 25 t! 46 .'~l t. Y $~ ~ .1` 1 ~r • ' `', a '~•. ~ .~. '.' 25 23 N G as K SS SEC'nON ~ HORIZONTAL CB 3 ~- Ht~g JAM ~'~...,--•"' ..--^^" a . SNIM SppCE gyp') f' ILYSr'w"".. E~ ~" MIN' ~E .....-~- ~1pSONRYFEDDE DSO{1'YF'•) o ~~ ,~~ ,m rW 1~1~4" MIN• EMB~ {~') ,'+~' ~~~ s t' ff ~,~ • '. ..9 r • ~~ •~ ' • ~~ ;i. Ty ~Z ''N777iccc H K ~:J GROSS SEGTItNd 2 HORI2ONTA~ B 3 ~ tAt'CH ~ n ~'"'~~ ~~~ ~ M i ~~~~ ~ d~~ Y+~"`.._ ~, GROSS SEGTiON 3 p HEAD 3 ~•.. ,,~ Z~ '~ 45 M ~~../ r~ y t (~ '• ~' . r .T '~ r ~ rt~' .~ ~' r ~~ 'i J .d ~ .°. r; v. ' '. -o ', w MIN ~~M . FROM ~ ? tAASON~ _•~ 2~Mp50NRY &ADE °"1"" {,1,{P.) GAt, CROSS 5 ~ TkIRESHOLC ~I ~~ 1 21 8~ ~° N.T.S. ~ ~ ~' 3 ~; t.FS a a p~i,,..g390.~ a 6I i 1 4 E w J,~ ~ ~ ,n+p. SEE H ~ a`••_.; 2'S {NSTALLAT ON ~ •; •~ NOTE 2 N '.. ~ W/1X BUCK yX BUCK N 1NSTAL4AT10N M r(p, NEAO ~ JAMBS SEE NOTE ~ ~y 2X BUCK ~ v MpSONR`f ~ ~ pPENtNG ~ • • • ao ~ TYP. 5EE MASONRY J NOTE 1 OPENING '` Yru A DEAD.9S~LI ~,~~ ~r , ATIO S LOCATIO~SGL DOOR • a ~ `!• ~ ~.. ~ • . ~ . •, '.~~ • ANCHORING FRAME ,gNDfOR SILL REQUIRE 1. 1/4• lTyy GONC2ETC S~R~CE TO MASONRY EDGES AND A MINIMUM 3" CINIL~RMU~MCE TO ADJACENT C0~ ~R GREWS UNLESS OTHERWISE NQTEO BY CONCRETE SCREW -~ 2. 1/4" ELCO TAPCDN ANCHORING 2X BUCK REQUIRECR~ SCREWS FROM A CLF~IRANC£ TO MASONRY EDGE ON ~FAEQUAL UCON " CLEARIWCE TO ADJACENT TgpCON5. SUBSTflUTi DIFFERENT ~pUIREMEN7S• ~~ DIFFERENT EDGE DISTANCE AND CENT D15TAN~E R 1X BUCK lNSTALtJ`TION zx Bucx lN~AL}_ATION yX BUCK yNS tgLt.t,T10N 2X BUCK tNSTAI.tATiON :" ~ ~g $ h~ O ~ ~ ~ ~~~ •{a . `la1 '~~a a~ 8~ ^K, v - ~,«.839Q. f BILL OF MATERIALS ITEM DESCRIPTION MATER41l YALE CIRRUS tOOC PASSAGE LACK STEEL YALE CIRRUS tOCe PASSAGE LOCK STEEL A KWIKSET TITAN PASSAGE LOCK STEEL BHI 902 PASSAGE LOCK STEEL YALE 820 DEADBOLT STEEL YALE 83 DEADBOLT STEEL B KWIKSET TITAN DEADBOIT STEEL BHI 2O0 DEADBOIT STEEL C 3 16 X 3-1 4 ITW PFH CONCRETE SCREW STEEL G 2X REINFORCEMENT CLEAR PIN WOOD H 1 4 X 2-3 4 ELCO PFH CONGRETE SREW STEEL J 1 4" X 3-1 4 TTW PFH CONCRETE SREW STEEL K MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 2X BUCK SG 0.55 WOOD M 1X BUCK WOOD N 1 4 X 3-3 A RW TAPCON STEEL 1 HINGE do LATCH STILE EDGE COMPOSITE 2 HINGE dt LATCH STILE REINFORCEMENt WOOD 3 Tpp RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN (0.079" THK. PLATT PRO NANYA Fyn 11,063 PSt .069" THK. FlBERGLA5S & .010" THK. KEVLAR FG/KEVLAR 7 FOAM CORE POLYURETHANE 11 JAMB FINGER-JOINT-PINE SG ~ .42 OR BETTER WOOD t 2 TRIM - 13 WEATHERSTRIP FOAM t4 8 X 2-1 2 PFH WOOD SCREW STEEL 23 10 X 3 4 PFH SCREW STEEL 25 10 X 2-1 2 PFH W000 SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL 28 4 HINGE STEEL 31 ODL IITE FRAME ALUMINUM 34 10 X 1-3 4" PFH SCREW STEEL 36 GLAZING COMPOUND REDI-SEAL BY ODL POLYMERIC FOAM P MERIC FOAM 36 STRUCTURAL SILICONE DOW 995 SILICONE 37 SCREW PLUG 45 OUTSWING THRESHOLD BY DLP ALUM. OOD 46 POLY FIBER JAMB BUILDERS HARDWARE POLY FIBER G1 1 THK. INSULATED LAMINATED GLASS lNTERIAYER SAFLEX BY SOLUTW ~ 8. ANN 0,090" PVB 1 8` ANN. -AIR - 1 B" TEMP. GLASS S /A• P_I ACC 4.562" 11 JAMB 1" OVERALL GLASS THK. 1/8" ANNEALED G1A55 0.090" PVB INTERLAYER SAFLEX BY 50LUTIA 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS ~ ~ 4.562" ~ ~ Ci 46 POLY F18ER JAMB 4.553" 45 OUTSWING THRESHOLD ~~ • ~ ~ y ~~3y 06~ i~1,4 ~~ ~~ sn FL-8390.7 G1 GLAZING DETAIL _ 1 THK. 4NSUU17ED GLASS R ~~ R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 238 Valrico. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Cenifieate of Authorization IVo. 9813 ~er~ificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. r -~-~.rG-~--, Lyndon F. Schmidt, P.E. FL No. 43449 January 7, 2009 R:\Admin Rocs\Certificate of lndependence.doc Sheet 1 of ] a. h EPOPS• '~**""'**'*"":'** DRAW WINDOWS COPY '***"*"'**"""*"**' Page• 1 0911161113 QUOTATION #5028 1/04!2010 EXTERIOR SUPPLY OF JACKSONVILLE Simile OW119 600 KING STREET Emp: KEVIN 86842204-0 )7~~236 ~.~~~R` j ~ ~ 38T 0 •ON Xmitted:: 11/2010 ~ - 4) Phane 9 ~V PLY Fax: (904j387-9021 PO #~ Customer #: 02 Job Name: SFIERI LAWHUN Home Owner. misc Project lD: 246-6282 Location: Lot #: Model: Phone: Contact: per; Cust PO#: All drawings are from the OUTSIDE looking in. T =Tip to Tip Measun3ment 1 Double Hung (2 MuH) 0005028J01 96114(7) X 36(7) (~'~, 1 Double Hung 1 Double Nung ` 0005028/03 0005028f0A 471/4(7) X351/4(7) 35(n X 351ML(T) ~ ~, ~ . ~ „n `° ,,1 (J l - O =Rough Opening Measurement r`" -~ ~. ~_~; , ~~ r, ". ~(`~ ` ~ 1 Double Hung (2 MuN} ~ ° ti 0005028/02 `' 94 1/2(7) X 35(1') ~ ! { ,~ ~v . `~ '7 r 1;,.. EPOPS: 000199w52663 ***********'*****' CUSTOMER. -UST COPY *"`**"*'******** Page: 1 0811161193 AIC1010 QUOTATION #5028 1/04/2010 EXTERK3R SUPPLY OF JACKSONVILLE Sim #: 000119 600 KING STREET Emp: KEVIN E~C~~RI ~~ 0 E F ~ 1010 Ph 904 7 8 8 ( UppL Y one: ( ~ - 6 4 800)T66~236 Xm ~: . Fax: (804)387-9021 PO #: Customer #: 02 .bb Name: SHERi LAWHUN Home Owner: misc Project ID: 246-6282 Location: Lot #: Model: Phone: Contact Fax: Cust PO#: 'L° ~ QtY Long Description ;No OM 01 1 96114" (T) X 36" ('f) StormBreaker Pius 300VL White Double Hung; Tip~o-Tip Mulled, Horizontal Twins (2 windows, t openings); BOX+FL; Reinforced Semi-Muiied-Large; Colonial Top White Fiat (3V9 H);1" IGU Thickness; Super Spacer; Grayiite (Turtle); Double ~k'~' Glazed; Temper Ail Outside; Laminated All Inside; Double Strength (118"); Half Screen Fiberglass Extruded Screen Mold Wrap Screen ~~ a-~~ Separate; H9 Ail RaiisBStiles; Two White; Logo Lock; Tilt Latch ~~ Covers (Ui=84"); DP:Si?; Test Number~0T41.02; U-Factor..47; SHGC:.30; Unit quatiHes for ENERt3Y STAR region(s): Southern. Price Price 1247.50 853.89 Price 883.89 02 1 941/2" (T) X 35" (T) StonnBreaker Plus 300VL White Daubie Hung; Tip~o-Tip Mulled. Horizontal Twice (2 windows, l openings); BOX+FL; Reinforced Semi-Mulled-Large; Colonial Top White Flat (3V1Hj; 1" IGU Thickness; Super Spacer; Graylite {Turtle); Double Glazed; Temper All Outside; Laminated AU Inside; Double Strength ~~,'~ ~ic.• (1/8"); Half Screen Fiberglass Extruded Screen Moid Wrap Screen ~ =s ~ Separate; H9 AI! Rails8wtiles; Two White; Logo Lock; Titt Latch ~;~ Covers (UI=82"); DP:50; Test Number-60741.02; U-Factor;.47; SHGC:.30; Unit qualifies far ENERGY STAR region{s): Southern. 03 1 4T 114" (T) X 3~i14"'(T) StormBreaker Pius 300VL White Double klung; Tip-to-Tip; BOX+FL; Colonaa{ Top White Fiat (3V1H); 9" IGU Thickness; Super Spacer, Graylite (Turtle); Double Glazed; Temper All Outside; Laminated All Inside; Double Strength (1/8"); Hatf y,~ Screen Fiberglass Extroded Screen Mold Wrap Screen Separate; H9 ~,~ Aft Rails&Stiles; Two White; Logo Lock; Tilt Latch Covers (UI=83"); DP:50; Test Number~i0T41A2; U-Factor:.47; SHGC:.30; Unit ......,SL,... t-.,-its-l1AV ATa/~.__~____/-._ A_. .._ . List Unit Price Price ~ 2aT.so 863.s9 Ust Unit Price Price 608.00 421.04 Extended Price 883.88 Extended Price 421.04 v:~ /,p- S !~ n l1 • ~ Y ~M a ~ ~. a ~: a _. 5!AlONTON' ~.~ <.. 1t!)CHRANE aVE, PENHSBORO. WV EL455 PH. 609-046.2E09 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOW t, N RA _ IJ T °' 1. THIS WIhIOUW rYSTEM .5 DE`~IGh1EC T'0 COMPLY WITH THE 2007 Fl(~tIDA C31JtL.OING COOF.. INCU}pItJG HVHZ, AND WA.S TESTED USING A!EThIUGg TAS 201, TA5 202, APJU TA5 203. i. HIGPI UUAI.iTY CAULK SHALL EtE USED BEHIND 4WNDOW FIAhIGES. 3, MAN ~WPJ CPENiNG ah1DLA.LlUtW00p F oAMINGi ATROUNO MAWDOW. 4. WOOD BUCKS, BY OTIiERS, Mll5T SUSTAIN ALL tMPOSEU LOACIS ANU MUST 8E PRGPERLY ANCHUREG TG TRAtJ4FER LOADS TO THE 5Tr,UCTURE AND SHALL BE INSPEC:TEU HY A BIJfLUINC OFFK;IAL. 5. FOk IPISTALLATIUN INTO CON~;RETE/MASUNRY ANCHORS SHOUlUGHEAADJUST DESUf1T7AT~OREAANCHORStSLATATIUN LEAST 2" FROtA MORTAR JfJIP1T5. g. SHIMS ARE OPTIONAL. MA'i.. SPIIM STACK = I/4". 7 RESISTANFTI FASTENF.R"o ANUAtP`ROAPCONOFASTENEF.S SHALL L'E USEU. 8 WtNDOVi INSTALLERS SHALL FALLOW All MAWUFACTVREP.S' INSTRUCTIf)NS. g, NO SHUTTERS OR E'KTERNAL PR07ECTIUN DEVICES ARE REOtJIP.FO. --""""'--~_~'-~~~~ 7AAL.E CJF CUhITENTS ___ # - ~"`~'~`- _ GE5CRIPTION 1 GENF.RAI. NOTES & TYPICAL ELEVATICIh15 2 ,3~"..xis" vE=RTtcAL`cRO> sECnoNS 3 37" X 76" VE.RI'ICAL~CRt)3~' SFfTtt)NS 4 HOR12C}NTA----~1 CROSS SECTIONS & Gt.A21NG DETAILS 5 AtJCHCJRING LC>GA.TIONS - 6 CUMPONEPITS .& flil I,. UF_MATERIAlS 7 COMPONEW7S ,__T~____....._. "`" _ -- _ _ __.._ r,LL Id,OCtELS AF'E _1~IEW[D FRUM THE. EXTERIGP. 53" OVEkALI. .__......._... FRataE WIC~TN ._.._ 45.75" Max. D.l DESIGN PRESSURE RATIN~IMPACi kATWG LARGE. & SMALL +55 PSF/-56 PSF~ MISSIt_E IMPACT -_. . _ r e _._------_ ___.~__.._..__±_. __._.--- -._-----____._..__ .._......___..L__.._..___._.__ ___.. .....-1.___._._ _----- gJ2 P H WOSJU SCREW ~i j (Kj ~ 7 ~ w 1/A" M4tJ. - ' ~ INSTAI ,.I ATICiN A,tJCHOR _ ..~ ~' 'L 1/2" MIN, ~' f c, ~ ~, '~. ECGE OIS IAIJCE _... ._~ f ( ` . C(NJC.F.CTE/MASONRY BY OTIIEP,S) N ~K~ +I tUCE DISTANCE -` a.~ !- w ~ _... . ~ _ . „ -....._..~-_ n I _.__..-- ._ __ _.__.-2 n ° ~ ...., 2X BUCK ° ~.,` . _ (B'V OTHERS) _..__ __._...__'.._.... ~....__ y ~ x evcK „~.. SILI CONE CAULK _ -_ SIUCOWE CAULY. ,'(INT, PERIMETCR) + _..~ !B'r UTHERS) '~ (EXI. PERIMETER) ` SILISOWE CAULK - ~' i/a° MAX. I PxT. 1'ERIMFTER) ~ c~ ~` SHIM STACK 2 i;-i = w 4 ~~ 4 n ~ .~{CERIQR ~ a INTEPl~1.13 ~ ~ ..,c fE.~r R t ~ ' I 1 1 VERTICAL CROSS SECTION 2 53" X 76" HEAD (2X BUCK.j STEEL REINJFORCEMENT L____ _.._. _.. __._-~.__.__.z.. .3/iG"g ITW TAPCON /~INSrALLAnctJ ANCHOR / C UNC.R[ tE/MA°3UNH'Y `~~ (BY OThICRS) ~- -_„- e Q°. a ° ~, •~~ SIUCUNE CAULK. (INT. PERIMETER) 1/a" MAX. - SHIM STACK I~?~!~.e z' VERTICAL CROSS SECTION ,2 53" X 76" HEAD {1X BUCK) STEEL REINFORCEMENT 1~ I t1 ~ ~~. ~ a- 9 c.s ~, INT~g.ISLR ~ ~~ ~' wa E T JT R ~ 16 _~., ~ a ~ '`y "~ V °" ~~" f © ~ n ° ` \ ~ SiL ICONS CAULK ~` l 1/a" MAX. I/4" MAX. . - (tNT. PERIMETER} S SILICONE CAULK SHIM TACK ~ STACK SHiM QWT. PERIMETER) _ , 1X BUCK glLl' CtJE CAULK /~ (BY OTHERS) SILICONE CAULK \ 2X BUCK (EY.i. PERIMETER) (EXT. PERIMETER) ~, " (BY 4THEFS) ~„ -- _-~~~ ° e ~._._. ° - J _-.~__. ° a _ CUNf,RETE/MASONRY J`~ (:ONCRETE/MA50NRY1.~` - (BY OTHERS) (BY OTHERS) ~\ VERTICAL CROSS SECTION VERTICAL CROSS SECTION ~.2 53" X 76" SILL (2X BUCY.) ~ 53" X. 76" SILL (iX BUCK) STEEL REINFORCEMENT STEEL REINFORCEMENT RENS1Gn;: 1 ~~~, ~Y1EpIGf 1 ~$. (6J 11 ~~~ ~_ VFP.TICAL CROSS SECTION 2,i 53" X 76" MEETING RAIL STEEL REINFORCEMENT __ _..._1... .. _.~_~ nJ~ ~SIMUN TUN' ~ ` r.MM.r..wvsMtis S~AEE: m~_~. _ srar~+EAKER Rtus x 1 Y, 76" GAT[; ..... _ "~ _... ;GRC~+ , .It ,ryGUU NGHUF< ~ A ~ rti_;1r.t.l.At:3H /MASIN•IS'ti' 1caFTE, ~- ~(Qn MIN. r .~- , C` y UTHER`.',) + ~ ~N P _. ,,...._ '. W ~~YRpi IE1;51 E CAULk 51LlC~JN FFa1METFR) ' •`" {I{ST. _ _ _" ~5lLIGUNE ETEt?l ` ,» MAX. ~ ~~' ~'^-- ~~N}M STACIt (EXT. PERM ~~ •"~ w {i°' ~= ~ F./`~°-~ ~" ......111) LL ~E TtQr~„_ ~RTICAL C;R6`'~'. t`~?' EiUCK} 1 X 7+; • +~c An _ T 3 57" FE,t3.1,at:Eb1EN ALUMINUM rt ft 1 ~ 1 ~~.~ r ly' ~ ~~ IN'f FXTESI.OS t ~ ~.3,' Y w f~ fi ~ t$1.. E GAULK 51LtGUN IMETEa) a ~ _ f,. (INT. FER I jq^ MAX. _.,~ SHIM STAG ZX gUGK g,1IGUNE GAULK 1 (EXT. Pf.RIMETER) %~ ~ __ a GONGRE tgYMUTHER5) q, VERTICAL. USGL"(ZXYtB K~- V 37•~ X 76' tFMErST ALUMINUM REIWFGR-- Z~2 ~,~`' EDUElG1=TAI __. _. ..__-__ --- ~ (' N t ;,.y, , sits ~ TIC~rI ' j' 1rISTAI i.A / tN•1FY N. ~ Gpt aCE (g~ f~Tlfr4<,) ;,._ ._ ~.____ . l a ~ a ., 1 a . a ytl l ~.OtlE t.AULK. `" {tr1T- Pf.Fit.~6TER) 1/~. ~A A7.. StI,M `;lArl: ~r-t 1 ~ 1NT'`ra ~•` -, i13IER14~K r ~~ K S ~ ~ SILICONE C,A`.a. ~.. "-' (INT. PEFitldb M1tili~l ~ a w ~ ja. MAY. .~.-- STA _ ~x HUGS' ~ (EY Q'ir1FR`;) ~. ' SrItM """~~~~GAULK SILiCUFSRIMETi~R~ E ~A a , i (EXT. P d CUWCRETEIMASC?NRY ,,/ (gY UT'H7<R5) ~ ~GTtOM VERTICAL CRC~'S LICK) 5 3~„ X 76" S1 tiNF(pRCEµENT Al UMINUM RE. ~ ~~~~~ 3 3 11 51 6 CRUSS _SEC~40 `~_"--- ~RTCCA~ETING A UpA,Ta±M REINFORCEMENT _ T' 1 c."I,n ~vv aa~~ ~ l /(~ ( .o+rcs. stc~ersr.^".eR vi,n YJ J ( ~M~~. ~ St ~K,atICA4 GRrfo5 ~~~ x ._..__ __. ~... FEY. >:,t'n:a~„__......_ . ~ ....-- F _... -. 2 -._ _^~... __...-_.- __..-- . ~-+.- ~,,.. _._- ._._..L----""'"._....' CONCRETEItAh5;lrlRY CAULY. _.. _._,..___._,__._.--__-" ^1.. ---~ SJUCONE ._._~ . ( to t f IS.I~ ~} _"~•. _... 1 R ' _ ..__. ~~ (ItJT. PERIME .E Y --- 1X t1UC;K (N. .!. ~~ 1 ASUNR ~ 51LiCUNE ttAETER} CK „,ItK;ONE CAULK H[R`}~-^.~~ < r (INT. PER MA~UtJ42i tMETER) (B'r D' a ~ _ g}{fM STA ,a C.f ` {4NT. PER f J ' tE ( IM to i!fa+E.4E/ -' ? gY OTHERS ^•" o '``•. {yY OTHERS}'..,~ - 16, -IHE.CtiM - 11 ~ cK j t Ja" raA I T i/q' MAX. tt3?F,~IS~P 3/ 'm ITW ta4NOR - '~ ~ - 2Y. BUCK _ , TiON A. _...-. 2X U SHItA STACK JNSTAI-LA //J <NttA STACK • ~ f ~pjr RAIt.S) n {8`( 0114ERS)~'~. tE3Y Cr1MER5} ~ g 11 {A6UVE MEE {Z 1 0. 1~~' ) X12 PN WOOD SCREW ___ ~1'l PN WOOD SCREE -- 0 ITW TAPCON o ~ 11 ArJCHOR-^ TAt.L1.T1UN ANCIdOR-~ >~<~ 3116" N pt4t'.t1UR' e 1N5TALLA170N a "'., "`~ T IN7 c RAIL.:) ` ` JNSTALLA'BO AIL`) ABOVE MEETING RAILS) ..~\ ` t Af3rsvE MEETtrJ ~ )C2( (BELOW MEETJriG Ca ti - -~„__ { J WOUD SCREW r A •• ~ t X72 PH WOOD SCREW 1t - - , X12 Pt ANCHOR _. ANCHOR -'• w a IWSTALLATION r RAILS} RJ;3TALLATIDN RAJI_S? ..,~ ~ ..• `~ ".'. -'~~ W MEETING •` x z x ~ {BELU N i I} __.._ ~ .... (fELCNX rAF.ETWC. -.....__. ~.5~.. ~ `` -`." L1 _ a ~ _..... °-_- ~ rr' w v ~`- ~ELj1tT~ EPoMETER} v _ ~~~~ w ~`•`~ t `~ a ----FRAME w1DTµ ~XT "R x ~ SILf:;U E C'GAULK CAi1l K z ~.. SILICONE -~-•-'•-"" ~ N (EXT. PERIME~R) u {EXT. PERIMETER) { 1 y 1J4^ MIN. :~ o ~ __rP.AME WIDTN-~'""' ---~"` ` EMBEDMENT :,~ a w ---FRAME ~DT~ T R ROSS SECTION ; ~ 1 y/2. MIN. "' ~ _ t 1/2.. MIN. vr>~ NTAL G __ 2 \HORII(3 ~ w ~"' EMBEDMENT C a EMBEDMENT ~ 5~' X 76" SAMB ,TEFL REINFURC£IdENT 3. HURIZUNTpL CRO55 SEC.TfON HORIZONTAL- CRO55 5E_ ~Tlflr~ 7X BUGK} ~JA~MB (2X SUCK) ~ 3y X 76" JAMB { - ,4 53" X 76" ALUMINUM REINFORCEMENT STEEL REINFORCEMENT .625,. ASONRY ~ -~ Cl.A5.9 RITE ANNEALED } CDNi;Rf. ~EB~OTHER5} "''• ~_,, , 51LiCONE CAULK 1IB^ ' (INT. PERIMETER) 11 ,., p,109 P`/B {SOLJIIA) 1X BIfCK _„ < .q y f4 MAX• IN~F.~-~~ y fg" ANNEALED (BY OT}7ER5} '' . o SN1M STACK ,~_, AJR SPACE ~`'-,~\ $ i (_ _._ t 1g" TEMPERED 3J16"m ItW ANCHOR ~ _ iN5TA1.LATiON 1LS ~ ~` FS-' (ABO'dE MEE`RNG RA ) v v ~ ~.. cppCER 3/16°¢ ITW 7APCON 4 t1 tW5TA.LLATION AN,•HOR'-" ?, - uJG DETAIL 61EETINC RAILS) -"'-" ~ T !BELOW ` N1TH DUPON w f ~j~iMON Ct)N' ,, '~~~ K p Y: A ~4 a - ~ 7l.. 55uw 4- a . u+ 1 vs ~'. ~' V ~~ SILICONE CAULK ~ }~'^, «~ .eals s ' , ' '-~ n -' (EXT. PERIMETER} ------- _,.__ r to E~ t'it ~o'T"~ cap ME YAOTN-°'"" -"" »nw pasele ~ w ,YV _ ___--FRA rxT R R J~~ '.C.nf ~ ,ia+eae ..KCr' atus r-------__' ~._~.., 1 1/~, MIN. ._"_" ~-EMBEDMENT --` 4 37° X 76° ,JAMB --_ ._.....----`~`_"_ ALUMINUM P,EINFURCEMENT ~~ ._ . Uhf. e __... _.._. A z _`_... _. _.,_., yTERiC1R fR Af ~ `XTERIGR ~tAGK INTERIOF. TRACK EXTERIOR TRACu 1NTERtOR TRAM EXSERIO;t -TRACK 6" J .n 1 ~r' INTERN` ( TRACK ;XTERt~ TRAM 1NTER40R TRACK EX'tERt~ TRACY. INTERIOF ' '(RACK EXTERIOR TRACK 1M~)~'IQN. »` "{{" ~ iti ___- I j/ ~'~ ~trN~„BRE.AK[R pyU3 ~Lyl W'~ A~ _"" 1 AN ,N()R LA~Pl j~, X 76 AtiG1~lOR L.AY~d 53" X~UB~E ~._ ... pE~A9a~ f __-- .. ~' 50 - ..-.-' ~ rn ~3.2 ~ aN 4.SjC~F `~ _ t _~ '_ ..-;5.250 (PART ~ yrAIL THK OO PART #DH09015 4A7 ~„ I~NT WALL THY.. T WALL. THK. pAS~ 0.07)",EU~ WAtI THK.. 0.059 n M1 M _~ Ml _~ ~ (T P ~ i _...' 1.459 ` ~.. ~, ~_~ 535 h t ~ `,,.. p.530 ~J pAkH~S TI T P r 0.073 EXT. WALL TtHK. pART 1~H75' THK• O.OS9" iNT• WALL p.U79"., E%T WALL MK. p.059 iNT. a r r~~ •. ~ 1 ,.- 0.543 ~ 4 T„2H~ _..~ 1.535 ~` ~~y~,ATi'. R wt ® PPRT NOv1B 9Q PART ~DN795 TFVK. 0.059° WAIL TMK' p.079"N EXT. WA~ THK. n 1559 INT' R ra'i, w o d T~_ ~- ~v:ras ~..,,~~~..~~ 1~ ~i6.D. GALV ~-9D w ~~ ~' ,, `_... 0.750 i 0 r).LS~I~~'0~.2.3_3--~- i `~1_~ p 748 i y --j V 1~ i6 pA. H 90 pALV. G` K Y6 GA. Yi.4~ GALV. G_90 ~- _ - ~^ _ 4 __ .._.___._ o .•_ ~ ._.. 1.555 ~ o ~ t5" ~-~~ _.._',n o ~ ~ 1r~-~~__--'tom -r ~ - A_.__-'~1 ~`~ PAkT,~6 ~... ) ~H A i c 431 0.079" EAT. WALL. jNK. `/pART $~1~ ~K, 0 Q59" I?JT. WAIL p,059~ WAIL _.~ ,.~~ 1 T O ~ ~ V d PARt ~H77S 0.079" EXT. WALL. THK. 0.059" iNT. WALL THE.. 1.959 ~~ °_'-- ~ ~~~~ :,0 ~',~,_.~...~~ i.i TT tAJ ® p~pkTB~ fHh;. 0.074 EXT. WALL 0.459` 1NT. WAIL THY' 1 F~~~L~`,'~ © (TT 5 A`~+ FART X32,=,a5 1 tsec`'..`" H L~ ~ pART X32642 A ~ P A{' 1 I~5200i a 1 ` ~~.i. ~T14~ pin 0.175 ....-~I ~,,,._---"'_'. 1_ ',,_ p 748 ~ a ~ a ci 7 ~~~~ ~7~~~~ BE~1 16 GA' N q0 pALV. G ~ ,, ~--- _.:.. .._. .._...2 _......-... _-- ~5~~~ ~ Ys~,~^r R i __.- t _... , q .. .. _. _,_ __.._._~ r- ; ~ ..-_..... ~ 1 }_ ~• ~; 0 4 1. a~l~ - _.t._-- ~~yy, ~..~ `6.8- i " 3,S ~ ~--- d ~ __..... _~ 0.748 `-- ~ ~ T . -- " ~~ ` _-q,lAB R 1P1 RFC N ~ ~ ~ AIUM. 6063-Y6 " WALL ?!~~5?~I - ~ ALUM. . p.062 REJNF_~ . 1 fG ALUM. 605- 0.062" WAIL 0.062" WA.L1- .y ~., 0.394 -- ci I -~--' M "~ I~~ p,c^~ u~ [i ~1~ 1 F E~~EM~° t5 AWM. 5UG3- 0.062" WALL. A ........ _. 1 __- S-_- __._....v__....._ _. . U 1a-~-©~, VJsZ ~~ ~ ~~- X3.5 ~s~ . -[~~~j ors a.v~~-- ~2~~a c....~ ~~ W ;~ c~ ova S ~`.~,..~'S ~t v ~S ~~-~Y-- ~h~~~ ~ ~ ~- ~~~ ~~~~ o 5~~~, ~ ~w~~~ ~ ; ~e~a~,s ~-t Dell ~-e~~ C~ `c`am 4~~--\ ~,~~ ~ ~~~c~, g ~ ~ o 3 -a-x-33 ~ ~ ~~ ~ ~~' _ c/ ~-[ ` . ~ ~~'C~ M^~.v ~.. ~ t `` n~ `~ ..5~~~.. ~~"~ \ 4 ~~~Q yr . ~l ~~.,,"41. 11'~~l 1~ ~ •l ~ ~~ "~~~~ ~`y \V~v'' r ~ J \ 1 c'?- \ ~ '~ ... ~ ~ '~ Q ~ i + '' FEB 14 2010 ~„-~" ~ --~ r'" f LJ C.- By i ~ c ~ \ , ~..~Q~ ~__,._------ z ~~ .. ~ ~ ,_ ._..---- /~ ~~~ j ~ ..+....r .~ 1 _ ~ S c. ~ . t ~ j .~. ~ G.::=~ v . r ~~~ . ~ ~~ ~ -~ ~ ~~ Florida Building Code Online Pagel 0£3 Product Manufacturer Builders Hardware Inc. Adcress/Phone/Email 5615 E. Pcwhatan Ave Tampa, F133610 (800) 966-7753 jngodwin@ibh kampa.com Authorlxed Signature Vivian Wright rickw~rwbtdgco nsul:ant5.com Technical Representative A dtlress/ Phon e/ E rr. a it Quality Assurance iReprcsentatlve Address/Phone/Emall Category Exterior Doors SutKategory Swinging Exterbr Ooor Assemblies Complianoa Method Evaluation Report from a Fkrcida Registered Arehkect ar a Lloensed Fbrida Professional Engineer Evaluation Report - Hardcopy Received florada Engineer orArchitect Marne who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Ent'ty National Accreditation and Management Institute Quality Assurance Contract Exp;ration Date 12/31/2011 Validated By Ryan ). King, P.E. Validation Checklist - Hardoopy Received Cerdfiate Of Independence F1~~,7590 RO CO[ CERTIFIfATEOf INDEPENDENCE odf Referenced Standard and year (af Standard) $~ndard ASTM E188d/E1996 ASTM E330 TAS 201, 202, 203 equivalence of Product Standards Certified 8Y Sections from the Code Year 2002 2002 1994 htto~/www.floridabui3dina.orsJnr/nr aoo dtl.aspx?uaram=wGEVXOwtDavG4Atv8UaH... 2010-02-) 0 Z'd dLb~LO Ol OL qe~ 35" "'"~' 4 . }------ ~.Sd" - .._._ ,_.._..I n ~ ~ o ~ e ^ e t ~ ?~ + ~ _ .. ~~Ou f r a ~~'~{ ~ 20 lamb 2t iwy La pw ! : 9 ~ ~ 5 [• i ~ ~ J ~ E ~~ ~~ a.Sd' ---j 1 ~ a w ~~ I- ~ sd•~~ ~~ ~ . ~ S G M fMOIA ~ '!~ WAJ RF . JI ~- ~i ~r ~ ~ m~ ~r + ~ ~a X36'" I ~ Cr' ~' ~ A6A SQ lt4' GLASS BITE ~ 33 1' OYERAIt 51 GVSSTMY,. 4 T/8-TEMPERED G1A33 ~ Apt SPACE t « i 1/K'ANNEALED GLASS 0.090-PVBINTFRLAYER u SARIX BY SOLUIIA yae 5~ gl py i $3 I!T!' ANNEALED GLASS m~t+ N.T.S. i 53 OW M AL we m U'S S a of I ~ p., FL-12590.1 S SIQ! Yr 7 ^ Q el!! O MATFRTATS ITEM OESCRIP-~N MATERTA! A IXeUCKSG~+OJiS WOOD __ B 2X BUCK SG r_ O.SS WOOD C 114"MAX,SlSMSPACE D 114'%2-3JSPFN AGO CONCRETESLREW STEE1 ~ MASONRY- 3,192 PSI MIN. CONCRETE CONTOkMING TO ACI 701 OR HOLLOW eIOCK GONFOP.MWG TO ASTM C90 CONCRETE F IM"X2-I/4PFHITW CONCRETE SCREW STEEL G 711 d X 3• llfi PFH RW CONCREIE SCREW STEEL H 1!4"X3-{/4PFHliW CONCRETE SCREW ~_ •~-•-- STEEL J ___ i/4'X3.3/4PFHIiWCOI~REIESCREW STEEL t 1110X2-t PFHWOODSCREW STEEL M Y8 X -1 PFH WOOD SCREW STEEL N I !4" % 1.3/4 PfH HW CONCRETE SCREW SIEEI 6 SEAtJIPiT 7 WEATHERAR~ FOAM 9 FiNGE .-.. TIIO 4'PFNWOODSCREW L YAl A E LOCK TETR I ~ YALE IRRUS TOCB PASSAGE LOCK S EL Y L STEEL PATE B20 ptI.D80U STEEL IB YATE830EADBOLT S KWR.'SErT6AN DEADBOLT STEEL eHl M lNAIkOIT STEEL 20 SAMBftNGER-JOINT-PWE WOOD 21 POIYfleER COMPOSITE JAMB POLYFIBBT 21 LATCIT STRt[E PtJ1iE STIT:L `Ld U STEEL 3 - 3i iF1RFSHOtt)BY ALUM. W ADA ALUMINUM 37 INS i{etFSH eY DLP ALUM. / WOOo 49 DOOR PANEL - 5EE DOOR PANEL pETAR. SHEET FOR CONSTRUCTION pEUKS 41 DOOR SKM MIN. OA7S THCIC PIASt-t'RO/NANYA =11.063 PSI MIN. Ft6ERGlASS ~2 TOP RAIL CEl U PVC a3 LA d HINGE E CELLULAR PVC 41 __ R• R ~Ni R L S - ~ 1VOOD 45 eOTTOM RNL CEUUUIR PVC 45 FOAMGOP.E POLYURETHANE 47 1ATCH d HNGE STR.E Rl~IFORCEMENT LVl SI _ ODLUTEFRAME _A ~ ~ ALUMINUM 52 NIOi3/4'PfHSCREW ^~- _ __ STEQ. 5J GLAaNG COPOlR4D RE01-SEAL BY ODI, POLYMERIC FOAM P7ME.21C FOAM Se STRUCTURAL SRICONE OOw 8995 541CONE ss scRFw Plus 5 ei TI 4) Q O O O r CJt .D a .~ is ~S E s 3 ~ - ~ ~ 6 ~` ,. 1 ~. AD 6 S S ~~ t to ;£ ~o SEErit NOSE ~ 1%~K ~ 5~~~~ SfE N sEE ~~ ~ ~n ~'t `• t ~1rN t QftD60tt DEi ~' tRl El~ti M Me~p,,,y 1%buek t>+G M am~^ent a d ~1Ce s sedge ~nis. H sot-t 1 ~- rA ~~ dYterc++ tp rti~o t~ M ~~uy~ea~ ~ r~dm~njnwt' ~ Ed9t ~icbtianol ~ ~'re q nit u one eructed ie m e'~a dsronce t" m"~'r ~ ~y ~ ~mw^ ~n~fent and ~' ~~` clncholin9 kart'e a stcx~1 °• wt~~ 00 ~ t ~,1o1n exe~ded. d' m~'{°wm tN" tTw ~ 3 `'re~arunce °`~ m~~ G°nasteON ~ ER' ~~ ~ dMe+e~' n not e ~ mnsorW ~~~~ri! ~,~nierr dd ~w Woo ~ no1Cd o ee, the r"°x°rn+R' o m~muR+2.5/8" ~ ate sefew mo^uF to sere feQu~ a led ~`fl~~ Scre`"'S moy be ~ ~~ ondla ew Est atnBn^'n no Cay4tOf@ S ~~ 1a ~e,ii ~atete G 2 3ft6' „z-~tt.,41~ ~I~IW~~ ~ ~~ ~~ ~2p~4h~. ,~ ~p ~~ N ~~ . x ~ ~~~~`~w' ~6~Q u 5~~ ~ ^"'-'~ ~ ~ ~~ ~ ~ d ~y; O ~,..12~4D.1 a .,.. ~' . a . . t. •. •' 4 ~< ~ tYP. s~~ t ~ateY 4p~1NG ~ ~K j .~ _ ~ mum ~ ai.l/4 minl ~ma ed9* to~~ otihs m t'tiearn^cv ic~cqud~ro t~ locat" ~t80 os ~ yy~t: idAO~ ~~~Pte s o ~ ~ys~6+~+i0nta. C~8 ~~ pcalfo~s~~ scr'~ to srde"'R °nctso~D a so ad{a ~ and ccnte~ ~ iQ ~y p~~~ o&+ts. a~fio`K~1 ~¢ 1 1 t+" ~° t0f"~` a rt"ran"m' rem dstor'c ee0e d,tonc a ~~ncv to 1 t /~" t" ~ °f' ~t ~ a se ac~'sled ~ "'~' ea~n~ d~'c^s~'8 ^Ot °xccc ~ ~~n sG1uGaG~~$~ ~ eN' e~°t~ns ~ m CE ~ a c a m`"~''~^ to stews, 5u~ s. Gorw~BSe ~co-~ns ~~p~rCU~ctl to ensue ~ ~~~ s5t rcgW` 1 cow . 8 ~`En'~ent ota sc~aw s epy hau'ft yoma ~d~p a to o~~~ c~tar d~ ~inrs. u~a its, odd~~t'°i ~ ~ cacrste scxo ~°dt°a ~ ~~ment ed4e ~~n, ed3° dxt m adt7Q dKt~ C~eeded. m~+a""' °M~d1a+e ° not ~. ti~ ~"1~ ~ adt~°d tom m ~ cep nsion Ot she corms ppl GEN1E~ u[ed to ensue ih° npiad ~ r! ~ ~n+( IDe teQ cpnetate ~ i ~-~ r~ ~~ `1 ~~ I a5 iP. r"~ :. { r(P. Nt1~ a lAMgS ~Y QPENki's fltl.t~ ~9 ~l tstsG~ ~~~~ F .. cFEf101E2 •~ ~ '~ i--~ .. ~ ~xa+~ ~i~xxb'1Cxtt~~ion i ~' ~~0 ~ ~~ of ^r ~~. ~~~ #" ~,5~a.1 ~~ :~~ ~~ 0 s .~ '~ L b S M_~-~ Fl--tw~ 2590.1 uw - Roletuti+rilst roaasWq ~~a-{yuilcF I+i1,0. 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V :~ ~ ~ ~ ~~ 17 INTERIOR 40 27 " ~ i ~ ~ C r' ~~ u 3 HOR1ZONtAt C SEC E 3 Shown was niD•tuelc ry # -+~ t; ~ I•Ilf MW, earxroux.eSs.wod+aewsaer u.-n,ln ! Erne.prr:t - ,I Secrahl7H~.,aam.Fec • . ) FM6 ITA 15 4 (` 0 1 ~ . . a t) l . C'SINK r,P O.1S --++{{ d 0 ~ y • ~ ( d 111'P,) ~ ~ • ` ~ ZO 21 tt 20 ~ e . T 0ar ~~C ~ , : ~z~ .. ~ ,0 EXTERIOR f)(TERIOR ~ ~ ty L^7 ~~ ~Ti ~ ~ L7 ~ ~ u = ? a ~L G O . ~'} °L ~` ^ ' 0 ' 1 f • 8 ~ iNTERtOR tN1ERiOR , j .: ,: ~ 10 9 40 ~ G :~ ~... ~.~ ~ ooc 5 5/ 09 °y E M 1 ~ N .T.S. 9 a as m At ^ E NORtiON1A ~~ ~~ ~ d ~ 1 l CROSS SECflON Z t l~A C RD~,~EST1ON ((~e ~} ~ «~ S a~90~oveG ~}~ 3 dwo{gxovod•~~0 LJ ft-!4590.1 . S11[C~ ~ OI A Q T d1 Cf J ...1 0 Q 1 JA W Feb 10 10 01:42p p.6 r w aoas p coin ~ •ra ~n+~YS 'i +^w*i 'N 6~~ :s ~"9~.' SSN~30 l3NVd tl000 a o ~• cep •.a .agwaw~nv n n .nwm °j ~ w .....tiwq iww•~.w a rw.a vi~u '•~i +~8~~+ '~ b NIYOp'tl~ TMI wM1 ~ 't ~ ~ N ceecr v r,w ece w rov~'~/~ ~i Tf 'fIWYl~ 9NC1NH Q77 3y~pyy~~ 5~ ~ ~ ~ ~ h r a N K • ~y~' U .' i .~ ~ ~ v f ~~ N N N W ~ _ ~ ~ t--.~~--r r ~rZS~,-~~ ~ ~ ~ ~~.~~ =~ ~ n ~ u z ~ ~ ---~ss~--~ x ~) QI ,ue•i _ _ ~ _'"4ll~' ~ ~ u N .. i S ~~ ~~ ~ f > p L_ F-----1N`J9N •oT0 xrw.9CL9 ----•I L~f T3~rd M~00 7(V W Std --t n r ~1 Q .! Q ~~ 1J 'wild®rs ~ardware nc. 5615 E. PO`N~'Th>`1 AVE 'PAMPA, ~- 33610 LAZED FIBERGLAS ~GpOR ~ iNSWtNG 1 GUtSW „~MpgC1" cAd~ ___- "~'~ r, ZRA~`°d'u~~~ ice audr~+ne~gm>~"`~~+v~ ~ Flo an de ip~C1 stiu~krcl ~ p~acl and` ~ be OeYa ~YPOri drt+~ a sh+~• de1xK praletFan flip proci~'~~i m product base maw s. ,~~,,,,ed 12 11'~r ~~ ~olir~~„"~s~Et946. yction 16Q4'kvcl"f7' and tr~^~ Wind /ba ire loEr't os Mwl shwm 4, fa2~sfudKa~ ~ OAn. ~allhes0Un5ss+to ~~e tnt24~rnAiOm ~Iherktalsoiltisdra'+^^p~ ~ gieco^d a's~y ~ a~~~°ncMPecl• uns~Yy!~ Mf ~~.~~ ~.~-----~-- 1+ i ~ w W 1 S~ S ~~:~~~~~ ~~~~~~~ ;,~~ ~ ~~~ ~ ~ p ~~~ e I u 5 "~ ~ g u N,T.S. e a: ~ 3i . sc ~5 d R 12Sy0.1 $ Florida Building Code Qnline Page 3 of3 ~.eam~usuuop ww.ewr a~..onr•rra. IMelW RnNOfnp O7/~ Owlrns t~dls aw0 SLn~Mt 2355 5lwnwd OiR YOYICW1O 7ilLhlfxM f10IdN .?23!9.1100 fdSO)187•ldN, fIK (SSO) dld-0Nb o woo-io-a me scam or noao.. ~~ r9na ~r~o. CdYd~SfiLttOS0{ I ComvlaTt stacem~nt 19Lt+ f3LS0OlGL I Neo-(n cellware ~ Lsmmer eer~eQ 3~rwrv I S9LLiL[llf F~QYCt AppeONi ACyptd; ®®® f ~w•~~ vn raNr.. http://www.floridabuiiding.or~/pr/pr app dtl.aspx?param=tivGEVXQwtDgvG4Aty8UaH... 2010-02-10 ~,~d dLb~LO Ol OL qa~ Florida Building Code Online Droduct Approval Method Date Subm]tted Date Validated Date Pending FBC Approval Date Approved many of Products Method i Option D 05/06/2009 os~lu2oo9 05/17/2009 05/09/2009 Page 2 of 3 >r Nodal, Number or Name Description 12590.1 a. Fiberglass Door p to a 3b x 6'8 Glazed'ImpacC Rbergiass Single Door {X con uradon Inswin Outswln of gse nstallation Instructions Approved hr us! In MVH2s No r'! 1_2SgQ RO II INST 12590 ±.adf Approved hr use ouldde NYNZ[ Yes VerNied By: Lyndon F. SeMgdt, P.E. 43+409 2ntp:tct ResktarHd Yes Created by Independent Third party: Yes Design Pressure: N/A valuation Reports Other: See INST 1259D.1 for any addittonsl use FL12590 RO AE EVAL ;259n. t.oal IrnIWLIOrK, Instellat~n inshuCtlana and product Created by Independent Thkd Party: Yes rtkuVars. 12590.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glased "Impact' FIW_rglass Single Door rith a Sidelite (OX or XO configuration) lnswinq/Outswln Lbnlts of Use Installation Instructions Approved for use In HVMt: fJO a ~ ~,QQ RO II IhLST 12590.2.odf Approved ter use outside HYHZ: Yes Verified By: Lyndon F. Schmidt. P.E. a3409 Impact Resistant: Yes Created by ]ndependent Third Party: Yes Oasl9n Pressure: NIA ffvaluatfon RODOrls Other. See INST 12590.2 ror acy additional use FL12590 RO AE EVAL 125 0 .oof Omltationi, installation instructons and product Created by Independent Third Party: Yes rtla:lars. 12590.3 . Rberglase Door to a 3'0 x 6'8 Glazed "lmpaet' F~erglass Single Door with a Sfdelke OXO confl ration Inswi /Outswl Limits of use Installstion Instructions Approved for use in HYNL• No Ej,1?s._9D A(L]' IN9T 12590 ~.ndf Approved for use outside FIYFiZ: Yes VeriFled By: Lyndon F. Schmidt, P.E 43409 impact Resistant: Yes Crcatetl by Independerx Third Party: Yes Design Pressure: N/A atuatioo Reports Other: See INST 12590.) for any additional use FL12590 RO AE EVAL 12590.3.odf tirnitat;ons, instal:aton InStrucdons one product Cheated ley Independent Third Party: Yes partiwlars. 12590.4 d. Flbergfass Door p to a 6'0 x 6'B Glazed "Impact' Rbergiass Double Dow i XX confl oration Inswin /Outswin Lknlts of else nstallst[on Instructons Approved for use in MYFt2: No FL22S9o RO [I LNST 12590.4.od/ Approved for use outside HYtiZ: Yes Verifkd By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design PNassun: N/A alustion Reports Other: See INST 12590.4 for any addlttonal use FL12590 AO AE EVAL 12590.4_odf ; Imitations, instaNntlon instructions and product Created by IntlependentThird Parry: Yes artltulars. 22590.5 . Fiberglass Door p to a 6'0 x 6'B Glared "]mpact' Fiberglass Double Door lilt Sidelites DXXD eo noon ]nswi Outswin 'm]ts at Use Instaliagon instructions Approved fw use in HV1SZ: No FLi 90 AO SI IhST 12590.S.odf Approved for use outside FtYM2: Yes Verified fly: Lyndon F. Schmidt, P.E. 43409 [mpatt Resistant: Yes Created by Independent Third Party: Yes Design pressure: NJA Lwaluation Reports Other: See INST 12590.5 [or any additional use FL12590_RO AE,g)/AL 12;90.S.odf i imitations, ~stallation ir:struaions and product Created by Independent Third Parry: Yes particulars. a.d Next blip://vvww.florida6uildin~.orgJpr/pr app dtl.aspx7param=wGEVXQwtDgvG4Aty8UaH_.. 2010-02-14 g~d d~b~LO OL Ol qe~