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WS-11-2306Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167744 Permit Number: WS -12 -11 -2306 Scheduled Inspection Date: December 21, 2011 Inspector: Bruhn, Norman Owner: LAUZON, SASHA Job Address: 77 NW 107 Street Miami Shores, FL 33168- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360070420 Building Department Comments REPLACE 11 WINDOWS IMPACT permit on hold until contractor brings certified NOC 12/15/11 Passed Failed /.1 -67/ter Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments eL December 20, 2011 For Inspections please call: (305)762-4949 Page 16 of 35 ' NOTICE OF COMMENCEMENT A RIMMED COPY MST BE R ON Tiff .iM SITE AT TIME OF RRST INSPECTION MAO) a _l t a3® FOLIONCI1 - '21 %Co( (19-2 STATE OF FLORIDA: COUNTY OF MIAMI -DAIS: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information Vallihetasfiettemeent P 1 YCERYPFVthatthis is e true copy ofthe ftiorPfn this office -in _._..., day of 111111 111111111111111111111111111111111111111 CFN 2011R0829751 OR Blf 27923 Ps 19311 (1es) RECORDED 12/12/2011 179:5, :000 HARVEY MINI, CLERK OF COURT MIAMI DADE COUNTY, FLORIDA LAST PAGE M1NIESS my hand aaii Official above v.r ,/ira.W,%I il:altatriif , __. 3.Owner(s) name and s —�.• Interest In property. $° • Q Name and address of fee simple titleholder. 4. :. = name, address : pho num • )11t7; -�► ._L, S 1 3 • Space reserved for use of recording office 5-r Mataw1l Slorzres, 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Fonda Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration data Is 1 year from the date of t tam a differed data 1s ) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A TORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) . •y�t�:: s or • . Prepared : '�1 „,) G, Print Name Title/Office STATE OF.FLORIDA COUNTY OF MIAMI -DADE The foreg�_, +g' ,i illc ll ;s By % : 1W I • • ually, or ❑ a s .. for Personally known or Q produced the following type of identifl Signature of Notary Public: Print Name: }' Authorized Oftic er/Director Partner/Ma�er Prepared By Print Name Title/Office acknowledged before me this 1 day of. • AQ- 11 (SEAL) VERIR�CA11 N R JRRSU TO SECTICNt192.fi25 trl.QR1iDA STATUTES Under penalties of perjuy,-t declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Owner(s)'s Authorized Ufficer/Director/Partner/Mana v*, ADRIANA 5IVlfH •` '"� MY COMMISSION # EE054952 EXPIRES January 21, 2015 3911.0153 r-iormdallo • om By Miami Shores Village RECEIVED Building Department "DEC 1 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY- Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. k PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): �,.7 cc La1/4.)10 r . Phone#: Address: l ` W l O, St City: Tenant/Lessee Name: Phone#: Email: State: p L zip: 3 168 JOB ADDRESS: -7, / NW tO11 City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes . - ILO • County: Miami Dade Zip: 33165 NO Flood Zone: CONTRACTOR: Company Name:^,, I, 71 S g S-I AICt S Phone#: (305) 863-2/2 3 Address: City: State: L Qualifier Name: 7. S �1 State Certification or Registration #: Certificate of Competency #: Q 5 00 881 (3o5) %3 V12ILEmail Address:a.10112041.5\ %)1efseCncos.1-•r1e+ Zip: F13118 Phone#: (105)1E30-* -* Z 7 Contact Phone#: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ;75-7. 50 Square/Linear Footage of Work Type of Work: Addition DAlteration Description of Work: DNew ORepair/Replace /qa - DDemolition **s * *** * * ** *ass * *aF *o* *s Submittal Fee $ Permit Fee $ 0)/(0414 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Borg Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State .Tap 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 the 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 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must b' -• the job site for the first inspection which occurs seven (7) days after the building permit is issued In the ab of such .,osted no e, the inspection will not be approved and a reinspection fee will be charged 1IJ Owner or Agent Co tor The foregoin instrument was acknowledged bef re me this The foregoing instrument was acknowledged before me this day of , 20 %L, by 5/f/4 40 (/7 � , day of _ , 20%, by e�J C( i� h Coe J who is personally known to me or who has produced who is personally known to me or who has produ As identification and who did take an oath. was identification and who did take an oath. NOTARY PUBLIC: a *********** ** sea**** as�awas ,t*s **** **se *s **e*s *s**a ► **sv ** *** *** **** APPROVED BY '7 /Lea /V 2" Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06/10i2009)(Revised 3/15/09) Clerk • NOTICE OF 'COMMENCEMENT A BECORVEDGOFY IOW OE POSTED ON IRE JOB snt AT ilME OF FAST MEC= PERMIT NO. TAX FOUO 1 r I 7 0±Z STATE OF FLORIDA COUNTY OF MIAMI -AAOE THE UNDERSIGNED hereby gives notice Visa knpnovemenb will be made to certain teal property, and in a000tdwice with Chapter 713, Florida Statutes, the foaming information i /FIE WZMTfFYrhet/h/Sisanuec/worths araloalffieci In this office nn day of NA'Tt SSmyhandedoWee ' . , !' ••ZIT• •1 2- 7YYTY J 11l.W,l.,.ij 1111111, L r, 3. Owner(s) name Interest In property: Name and address of fee simple titleholder. 4. • name. address 1111111111111111111111 1111111 1111111111 1 1 111 CF'H 2011R0829751. OR ek 27923 Ps 1931; Ups) RECORDED 12 /12/2011 09:59100 HARVEY 1WVitt► CLERt OF COURT i'iIAMI 1ADE COUNTY, FLORIDA LAST 'PAGE Space above reserved for use of reoonting office = litta MIS b VI- 33168 5. Surety. (Payment bond required by owner from contractor. if any) Name, address and phone rnanber. 'Amount of bond $ B. Lender's name and address;, 7. Paeans Within the State of Florida designated by Ownerepon whom notices or other documents may be served as provided by • Section 713.l3(1X47.• Florida Statutes, Name, addmsb and phone number. 8. In addition to himself. Owners designate the following person(s) to receive a copy of the Uenor's Naooa as provided in Section 713.13(1)(b), Rorfda Statutes. Name. address and phone number: • 11 9. Eamon date of this Notice of Commencement • to mandlort Cate fs 1 yew frOtilme Oate 01 re0o0ll0g 1.00eSS3t dilereva data is spades WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNERAFTFR THE EXPIRATION OFTHE NOTICE OFCOMMENOEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDEFI CHAPTER 713, PART 1, SECTION 71a.1a FLORIDA, STATUTES, AND CAN RESULT IN YOUR PAYINos 7WKGE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOME OF COMmENDEmEar MUST SE RECORDED o AND POSTED ON THE JOS SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR WIDER OR AN ATTORNEY BEFORE COMMENCING WORK • OR REOORtMMG YOUR NOTICE OF COMMENCEMENT: Signatures sy�, e or Own - . )' Authorized Officer /Director/Partner/Manager Prepared V !i� 1 / .� i .: ��.�w . ' Mowed By Print Name %ian lirZik—I.f 1 Print Name Title/Office Titta/Otl9e STATE OF.FLORIDA COUNTY OF MIAMI -DADE The foreg Ni acknowledged before me this day of 11 Ac 6,11 GAP wally. or CI as . for . mannl1 r IsnoWn, or El produced the following type of i lentificaifo Signature bf Notary Public: Print Name: • MAW VERIFICATION PURS111A IT TO SECTION 92.5*. FLORIDA STATUTES Under psnailfes'of perjury, t declare that t have read the foregoing and that the facts stated in It are true. to the best of my knowledge and belief. SI tu = of Owner(s) . Owner(s)'s Authorized Ofcer/Director/Pariner/Mana PASE3 VW. '0/10 39Vd lLsamif1HSIOdNIDL' ADRIANA SMITH MY COMMISSION # EE054952 .r BXP1RES January 21, 2015 ,•z • .04 Ft wm. E86T68850E TO :tit 880Z/Z0/90 Property Information Map iamidade.gov My Home Miami -Dade County, Florida rage 1 oz 1 MIAMI•DADE Property Information Map Aerial Photography - 2009 0 • 113 ft This map was created on 11/22/2011 12:38:09 PM for reference purposes only. Web Site O 2002 Miami -Dade County. All rights reserved. Summary Details: olio No.: 1 - 2136- 007 -042 I ;•ro w. NW107ST 'ling dress: DER SCHACHL NW 107 ST MIAMI HORES FL 168 -4306 Property Information: Pthnary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 311 Floors: 1 Living Units: 1 Adj Sq Footage: 1,328 Lot Size: 9,150 SQ FT Year Bullik 1943 Legal lam' DUNNINGS MIAMI SHORES EXT NO 3 PB 42-33 LOT 10 BLK 211 LOT SIZE 75.000 X 122 OR 13672 -1796 05881 CDC 25930 -1686 09 20071 Assessment Information: ear. 2011 2011 2010 Value: Applied Exemption! Taxable Value: $44 981 $50,143 B�', , _ u, MENEM ,..,•• _• =,. $101,484 < 101, arketValue: N 151 627 $146,465 <3b:C -4i :F.,111 $146,465 z, 151,62 le Value Information: Sale Information: http : / /gisims2.mi amidade.gov /myhome /printmap. asp? mapurl= http : / /gisims2.miamidade.g... 11/22/2011 2011 2010 axing Auttror8y: Applied Exemption/ Taxable Value: Applied Exemption! Taxable Value: »!tonal: ^ ayF.Sra/ u, MENEM ,..,•• _• =,. :ilT iE :ier:i...tdcr 1 ir[zrxi aFi .A.1 :-L N 151 627 iii1ri siCi•.1 151,627 Sale Information: http : / /gisims2.mi amidade.gov /myhome /printmap. asp? mapurl= http : / /gisims2.miamidade.g... 11/22/2011 .. -DEC. 7.2011 11:13AM WELLS FARGO ADVISORS v6� it I A. Settlement Statement (HUD-1) NO.9123 P. 2/6 vow App1 v..ae i u ,J02 -0265 It Tv oe of 1 :on n 1. f FHA 2.ORHS 3. [jonv. Unins. 4. EVA VDConv. Ins. C. NOTE: T 6. File Number 229.11P 7. Loan Number 0288977564 8. Mortgage Insurance Case Number fort is furnished to give you a statement of actual settlement costs. Amounts paid to andr6y the settlement agent are shown. Items marked "(p.o.e.)" were paid outside the closing, they are shown here for informational purposes and are not induced in the totals - D. NAME OF BORROWER Baba Lauzon ADDRESS OF BORROWER E. NAME OF SELLER; ADDRESS OF SELLER: F. NAME OF LENDER: ADDRESS OF LENDER: G. PROPERTY LOCATION: HM 11-2136-007-0420 R. SETTLEMENT AGENT: PI1# (305) 891 -6082 PLACE OF SETTLEMENT: L SLULEMCNT DATE: 350 NE 24 STREET #815, MIAMI, FL 33137 AIexander Schachl 2001 BISCA'YNE BLVD #3508, MIAMI, FL 33137 Wells Fargo Batik, N.A 10 NNWOR07 SP ILLIPS AVENUE, SIOUX FALLS, SD 57104 77 Miami Shores, FL 33168 RAPID TITLE SERVICES COMPANY 1175 NE 125th STREET, SUITE 512, NORTH MIAMI, FL 33161 1175 NE 125th STREET SUITE 512, NORTH MIAMI FL 33161 11/15/2011 Settlement Agent Tax W#; 65-0050929 i. Swint-in r' of Rn rrnw •r's Te -Allen rfinr 101. Contract sales , rice 112.P- 10 J1. 103. Settlement c L,;<< to borrower line . ,t 011:11,. /:l: eSirli;.Ip)al(CZ Ad ustm as for items paid by seller in advance 106. Ci It wn 107. Co taxe t0 11/15/2011 . 2/31 /2011 111.1111111111111.11M1 109. to 110. to to 11t 1 00.00 8 314.86 1 895.00 603.87 112. to 120. Gross Amount Due from Borrower 200,813.73 �1 !a'i�f,L`],.1 +ui.W.Y�•,u ,Y 201.D • . sit or earnest mo - 202. Princi .1 amount of new loan s 203. Existin loans taken sub"ect to 204. 205. 206. 209a 209b 10000. 171 000.00 1900.00 MET ,T r� �� '.:4g ,..:57,1 1 l7Px .R f 1 l c m .....,.;;S PP ,1/4"7 ��.. R.`a5ra r" l 210.Ci /town t. 211. un taxes to 212. Assessments 213. to to 214. 215. 216. 2I7. to 218. to 219. 10 1,1i . Total Amounts Paid by or Tn Behalf of Borrower 182,900.00 gg 111 'f:a`c?i:'il'i.t`:7753- -trs`'-3 's� r'- kin} y !ul�1sSr9 >, S FLT y z. t:�.._..,�... �r C ..�.�1..,: ".yf �+�9;et�.+fi�:,,;uu� sks�et_, �Lt1u�4Er1 .�ilfisr� +U,: +yX.w�;,�u� -'t'• t)♦mfrbittigya 3 1. ross = i our . uc om mower 302. Less amounts aid b / • r .orrower line 220 303. Cash yi From FITo Borrower I82 900.00 17,913.73 previous ediuons obsolete K. SnmorAru TrnncnCtinn in ^q'r }iif} (r &ri4 „".111.1 401. Contract sales a 'ea 402. Personal ut .ea 4 1 *:i 404.: ,ij:4 ! as; I: r 1 405. Adjustments for items paid by seller In advance 4 i .. Ci /town taxes to 407. sun taxes 5/2011 to 12/31/2 40 :. sesstnenrs to 409. 10 410. 411. to 190 000.00 600 1 895. 6 412. to 420. Gross Amount Due To Seller 195,098.87 mull }! ' `712112, ;e f 4h .-�6 Y. sve IFIM r iT.ZSINAR T4O rri,'u . ! tiA JW Cit }J !{h Jul -4 TR° *S 511 mess •osit see in i. s KfikALIMMilnar es to sell 111731 h) 503. Existin loan s taken sub'cct to 504.P: offoffi m. loan q1;11;410 rot 505. Pa i of second mo , . 1..., 506. 508. 509. ER C N CL e 509a 509b 20.530.7 68.08 1900. f }7 77-2,'1,,-41:" f'7. ,1 ?!T, 7..`Ti '1 `;,iq� 1�}. i� y4 jy':�,r (dxA w/j?. r,1,11J4 r.APV,%+ J gip 1 i + yl, 510. C' 4 taxes to 11. Co n taxes to 512. Ass- ants to 5I3. t 514. to 515. to 516. to 517. to 5I8. 10 519. to -y } . Total Reductions In Amount Du Seller 602. Less reductions in amount due seller ine 520 603. Cash nTo OFrom Seller 195,098.87 Snro 1 ' 098.87 195,198.87 age 1 of 3 O2009 asp* Sy."=1 5656 )763- 5555- Lscraoenerored HUD-1 DEC. 7. 2011 11:13AM WELLS FARGO ADVISORSNTOFHousrNGAN DuRSANDEVELoPMENNO. 9123 P. 316AGE2 aETFLEMENT STATEMENT 1,. S err! emhnl arc', ,7 to - .Y•- r+n' c"i of ^, •e5 w.i'S Jdl..`ti Cs {.,.7Na4r ta+➢�f 1'30 ,v a,s7i:1v.'�rC y,f „,vl� f+ T{:11ur C�xF n?r �h;(._tk 1u1„,.yr rl(v ebYfty, �'ls �' ��?; V�S�+, h��iili�?,; �';; Y' �E= ;�KT,Zi��a�'y. „,5.�,��16';t', s4�t. �t?�E4t,}, �w' i�, a. �, �1�r1,'< tALwn1,,,,, � ,.,,1.�'tJha „�r..,S6>r•��i>z,.� ��.,._,., �z�, ?il Lh. v ,+xs,.fi��,}$,I��.u.ur,UW,i....� (.>ris_�.�tl�?.,.,s, k � a�„ �Git.l.. PiirX�Y _`.�.- .iSr�tz,LS6.iS?�f „'�f: a {' urY^ 1 $ 250.00 , .,. t #1 11 tar is forte Me interest rate chosen $ from GM #2 Rol- our adiusted origination chart to (from GFE 'A 1 _ rains!] fee to Yale valuation roc b 3S . (ft= GFE ) :I Me::' us it t, a 0.1 �. 111 • (from0 3 807 Flood certification. to :1, )109 to 810 to 1Q 11 1yimvcI t .1ijtl.'a_R`YS :.7G'P'_7 Im'i,3;r}?7P1.1n -0, ,J iiIaC } }S$; ��r.� 299.8 (fiTirti • #3) 11 .. e l l -le at , '1 1,11 F . U. 904. , OPE #10 -Bur 16d: 1,11,1- Am, h 'l bbte I0m GFEs31l) .•,: 1. ". b ,pp•. v e. .n. i;,1i , i t I11L �. )r S (1 { j v ,'i v 1 -. `i. r S f , .7 }.� fl t Ift f'rt 1 l�arliyr^L.. " u1-1 jiH i'3 ��s^ i��aS' �fLo% ii' i( l':; nE. `seil�ll1r,141�.rs�L�;3�r�,1P)i f��IvftL'a. atf�,.e�lr�"91�v�L�M,I�:�,�i�f S t/ ��t}v nfgl0? �S? r�; lr;; Ui> z�w.:: tu_ t�it�. ��.v,.( �e�x. �0:;., �s.'. t: 3. i' �aa�: atlii? �i.�,.Y$�Y {.9,.�2..,,..�.,K.,j 3�' i�.;h.343..� �.- lY�.a�..��.».1av,S�X 1001. Initial deposit -for your escrow account OFE #9) 2,409.52 -, 1002. Homeowners insuranrR 4 month n 203.08 per month $ 812.32 1003 Mods' 1, 't u; , 111.1 . 6) pt1LI1101741* 11. ' •1y:11,1, t90. II MI . - n "...= 1 .:a 11.. . 11 = 1 11 1 ,-,1, 111 - 1 ti ,1 111 1 r;r 1%�yL R y: tuj�g 13,.1 ..w 1 1 59720 1006. - month S Tier month $ 008. $ 1009. 1T r� xGR -R .'r,9;£ILS.d. , 1111 .�r•. rr}I, {} graPl3r t`"f " nL 1.�1j:,r -,_'+ F ,"5'v til . �t x`� { ��" ��. � 'i?'��1�� ?i?��ri�ay.r�.y,•?R ?I1�riL :li^Y'SuiPiJLIIF}, {vlif�u:; tic{ t' hll��, ��fl��( �.E¢',- .'1L�f�rf��3i��i °ils�?. d.,r Ssy,.,,., �,.' �lx ill24�?('r?Os=n}1.�1 {i.,�+�v r�s+± 4kt1. f, L3a.! �L'{ iYV} I��teC a�!! 11-i k�1{ �. 1�. ��.,+( �„ r�1.. d.,dr�l..r.r.r.,u.�.�i��`�a?ti �.6rid.s �ErS%+a.+i�Cii 11 1 .1 1 f, II . 1 1 11. 1i1 . y ..1111 h 1 8 Jr.) t1 11 a n. I 111. 112. to 1111 to f 7 fiR 7r LVPs`rr L �� LIC5 C..r� 1- `7 :pin "t > {. 1< -.✓ � 1 i ^ � It I`? m v;s�;,l tr:'F fr -.., iSO i t.fi' + sL�,, r�e�Ea�t- " d�. I� SOi, �I�' 1 �-+ ti��:' �`,} � '.,ax.at�r�3.s..•- 1.�O�.LSa,r, ark. � �abi1' wG- ?�. ��.,., z',_ i�., aiuJ�t�V 241.00 Alt 1 1 171 000.00 0m$I79• (from GEE #4 $ 775.00 rn $ 320.00 1 995.00 1025.0 +a ft I.]zaao-,ALTA 8.1- 25.047 14±'1'1% 1201. Government recording charges 202. 1203 raps er 1'* e$ s 1204 w 1205. 1207. _ .,G: fI.,-P''..•0•,rc,. 1 ,P '-, i l n ,U 5 mp1 ,� �t, •, { r ssi. 7 rr.;;v 411 r r i vi-, S •:' U Fr( e r mA Q' :��241;t .t, it {E �°i�iS*{ {.R�6!"i ' ,' x" f�Yi�j�,�3 ;,f a'li1• �TV i �'C� ( c.r l r �` ?¢ s rlti�.� q�� h. � 1�?> �j91C��? �6��x�r�ii�, 1S,} fwY�. a§ t�l. i .��3t?to.G.lnf3,i�.�3r�.r� +>,� 1Y.1.;e,•r�.�',t$.�.I�Ih� ��s_.41'� 7L�. ��,.,. 1>ic+au.:.:ilL. 5= 71,_.£C �ill.salr.�!Ldr SN +f:_;,,'�`5Ct.7,t Y.0 x .. fmm tiFFS :. 1.1 (from GFE 67) 940.50. 1.140.0 5s yr u , D -e 11 • r .1' 1 1a -, ar 1: I .0 • 1 1 1 ( .•1 i. .. �, 1y1 11. R . 1 1 11 =;1: 111 18 . 1315. a.1. 1306. 131 . 1.1>a'n1 A ATtCH 309. 78.00 150.00 to AFIRAMOWTTSZ aki I 1. 1• 395.00 4.314.79 1400. Total Settlement Charges (inter an lines 103• Section J and 502. Section K1 8,314.86 20,530.79 CERTIFICATION [ have carefully reviewed the HUD -1 Sctrlcment Statement and to the best of my knowleoge rood disbursements made do my account or by me in this transaction_ I further cartirfy that I have recei Borrower The HUD-1 Setdamcnt Statement which I have 1 . aced is e and accurate account of this . 4t 'on. I have caused the funds to be disbursed in accord - RAPID TITLE SERVICES COMPANY Settlement Agent 11/15/2011 WARNING: It is a crime to knowingly = false; .1 ;.11 pig t0 the United States on this or any Other similar form. Peasallies Von COnVRGtlon Can include a tote and imprisonment. For details sec: Title 18 U.S. ode Section 1001 and Section 1010• Page to and accurate statement of all DA pts an /15/2011 the HUD -1 Settlement Statement. ance with this statement. Seller Seller Date 229 -1W AIDEC. 7. 2011111:14A Charges That Cannot Increase Our origination charge Your credit or charge (points) for the specific interest rate chosen Your adjusted origination charges Transfer taxes WELLS FARGO ADVISORS Government recording charges A isal fee Credit re • • Tax service Flood certification HUD -1 Line Number #801 #802 #803 #1203 #1201 #804 805 '.06 #: +7 nt1`' ,' X13.( XWW 7,7x: s Crl Initial deposit for your escrow account Daily interest charges Homeowner's insurance Title services and lenders tide insurance Owner's title insurance Total lncre,ti *e hem ern .rod 111;0) -1 ('har<•es My i9 411001 iyf�iGv� #901 $ 18.74 /day #903 #1101 #1103 . 04 305 Loses Terms Year Initial loan amount is Your Loan term is Your initial interest rat is Your initial mortally amount owed for principal, interest, and any mortgage insurance is Can your interest rate rise? R NO.9123 „„ P 4/6 , 250.00 250.00 2,27I.00 250.00 250.00 940.50 265.00 370.00 11.00 78.00 19.00 241.00 385.00 I1.00 78.00 19.00 743.00 (9.00) or 734.00 -1.2113 % Even if you make payments on time, can your Wan balance rise? Even if you make payments on time, can yew monthly amount owed for principal, interest, and mortgage manta nco rise? Does your loan have a prepayment penalty? Dons your loan have a balloon payment? Total monthly amount owed including escrow account payments 171,000.00 30.00 ycars 4.00 % $ 816.39 includes gl Principal E Interest 1J Mortgage Insurance No. L] Yes, it can rise to a maximum of %. The that change will be on and can change again awry after . Every change date, your interest rate can increase or decrease by %. Over the life of the loan, your interest rate is guaranteed to never be lower than % or higher than % 1No, D Yes, it can rise to a maximum of $ glNo. D Yes, the fast 'Crease can be on owed can rise to $ The maximum itoan ever risen) is $ No. D Y your maximum repayment at is $ Flo. ❑Yes, you have a balloon payment of $ Years on El do not have a monthly escrow payment for hens, such as property taxes and homeowner's insurance. You must pay these items directly yourself. gl You have an additional monthly escrow payment of$ 60238 that results in a totd initial monthly =Omit owed oil 1,418.77 This includes principal, interest, any mortgage insurance and any items checked below ]Propeny taxes 13C1 Homeowner' insurance 0F1oodinsurance ❑ o and the monthly amount due in Note: if you have any questions about the Settlement Charges and Loan Terms listed on this farm, please contact your sender. F91et 22941P Prrvinrm rriitinnx nret nhwnleti. Mina 111011.0 0S Pape 3 nfa lav Swans, Inn. OM 1d33555 • Ins Gmeratel 1:rtni -4 DEC. 7. 2011 11:14AM WELLS FARGO ADVISORS Na 9123 P. 5/6 This Document Prepare) By and Return to: ERAMER AND GOLDEN P.A. RICHARD A. GOLDEN, ESQ 1175 NE 125TH STREET SDITE 512 NORTH MIAMI, FLORIDA 33161 229'-11p Parcel ID Number. 11 -2136- 007 -0420 Warranty Deed This indenture, Made this fc day of Alexander Schachl, a married man, of the County of MIAtII -DAVE Sasha Lannon, a single woman November , 2011 A.D., Between joined by his wife Jayne Kent Slate of Florida , grantor, and whose address is: 350 NE 24 STREET #815, MIAMI, FL 33137 of the County of MIAMI -DADE , slate of Florida , grantee. Witnesseth that the GRANTOR, for end io consideration of the sum of TEN DOLLARS ($10) DOLLARS. and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has panted, bargained and sold to the said GRANTEE and GRANTEE'S hairs, swims ra and antra tbreVe , the following described land, sieete, lying mid being in the County of ffiiami• -Dade State of Florida to wit Lot 10, Block 211, Dunning's Miami Shores Extension No. 3, according to the map or plat thereof, as recorded in Plat Book 42, Page 33, of the Public Records of Miami -Dade County, Florida. and the grantor does hereby fitly warrant the title to said l and, and will defend the same against lawful alai= of all persons whomsoever. In Witness Whereof, the grantor has hereunto set his hand and seal tha • ,y� and year tirsi above When. Signed, s and ered in our presence: Printed N Witness der Schachl 2401 BISCAYNE BLVD #3508, MIAMI, FL 33137 Printed Name: Witness STATE OF Florida COUNTY OF lame -DADE t P.O. Address: 2001 BISCAYNE BLVD ESN MIAMI, FLORIDA 33137 The foregoing instrument was aoknowledged before me this %) day of Alexander Schachl, a married man joined by his they is personally known to me or he has produced their Florida driver's lic p;: ""°tt, sue(SHAFFE • MY aitilealONI D[181 4S EXPIRES: Nay 23, 2013 aaeednn: area saw mica Printed Notary Pubi c My Commieeion wife Jayne Kent se dendfioadoo. 229 -11V L.. .ramerIad bye Display Syamn. Inc, nii tee7l764555s ®rtwo-n (Seal) by DEC. 7.2011 11:15AM WELLS FARGO ADVISORS NO.9123 P. 6/6 This Doaumant Prepared Sy end Reuun to KRAMER AND GOLDEN P.A. RICHARD A. GOLDEN, ESQ 1175 NE 125TH STREET SUITE 512 NORTH MIAMI, FLORIDA 33161 229 -11p Bill of Sale Know All Men By These Presents, That this day of November, 2011 A.D., That Alexander Sohachl, a married man ofthe County ofMIAMI- DADE, State ofFlorida, ibstparty, and Sasha Lannon, a single woman whose address is: 350 NE 24 STREET #815, MZ 4I, FL 33137 of the County of MIA111 -DARE, Stott of Florida, Second party. Witnesseth that the FIRST PARTY, for and in consideration of the sum of TEN DOLLARS ($10) DOLLARS, and other good and valuable consideration to FIRST PARTY in hand paid by SECOND PARTY, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered to the said SECOND PARTY and SECOND PARTY'S heirs, successors and assigns forever, the following goods and chattels: AS PER CONTRACT To Have and to Hold the same unto second party, and the second party's heirs, personal representatives, successors and assigns forever. And the first party covenants with the second party, and the second party's heirs, personal representatives, successors and assigns that the first party is the lawful owner of the said goods and chattels; that they are free from all encumbrances; that the first party has goad right to sell and transfer Said property, goods and chattels; and that the first party will warrant and defend the sale and transfer of the said properly, goods and chattels hereby made to the second party, and the second party's heirs, personal representatives, succors and assigns, against the lawful claims and demands of all persons whomsoever. This covenant shall be binding upon the first party and the first party's heirs, personal representatives, successors and assigns. In Witness Whereof, the first party has hereunto set his hand and seal the day and year fast above written. Signed, sealed and delivered in our presence: Printed Name: Witness Printed Name: Witness a29 -11P JC IMPACT SHUTTERS & GLASS, INC. www icimpactshutters.com Fully Licensed and Insured Dade County Product Control Approved 9465 NW 109th Street, Suite #107 Dade 305-863-2727 Medley, Florida 33178 Broward: 954-983 -0303 Facsimile: 305- 889 -1983 Miami-Dade Lic. #04BS00887 jcimpactshutters @comcastnet Broward Lic. #86- 4269 -G-X My Safe Florida Home Contractor #11171 CONTRACT Date: November 17, 2011 Submitted to: Sasha Lauzon 77 NW 107 St Miami Shores, FL Location: PGT WinGuard Impact Resistant Windows & Doors, Miami Dade Product Control Approved, Full View, White Aluminum Frames/Green Laminated Glass : 1.1 HR710A HR710A ALUM WG D24 FLWGRN GG5116 XO 1 Size: 74.00W x 50.625H (size code: D24) Size Type: Tip - To-Tip Frame color. White Interlayer color. Clear Glass type: 5116° Lami (1/8 Ann - .090 PVB -1/8 Ann) Screen type: 18x16 Charcoal DP Calculated Pos +: 75.00 Certification#: 11- 0630.02 Label SHGC: 0.52 COG: VT (use for Turtle Code): 0.81 What side to Mull: View from Outside 2.1 HR71 OA HR710A ALUM WG 34 FLWGRN GG5/16 XO 1 Size: 53.125W x 50.625H (sire code: 34) Size Type: Tip -To-Tip Frame color White Interlayer color. Clear Glass type: 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) Screen type: 18x16 Charcoal DP Calculated Pos +: 75.00 Certification* 11- 0630.02 Label: SHGC: 0.52 COG: VT (use for Turtle Code): 0.81 What side to Mull: View from Outside 3.1 CA740 WINGUARD CA SERIES 740 36.500X50.625 W /GRN GH5 /1 X LE BC1 Sire:: 36.500W x 50.625H Configuration (QSLI):: X Outboard Glass Color.: Green Glass Type:: 5/16° Lami (1/8 Ann - .090 PVB -1/8 HS) Inboard Glass Color.: Clear Hinge Type:: Egress Colonial style:: No Colonial DP Calculated +: 49.90 Certification#: 08- 0117.11 Label: SHGC: 0.45 COG: VT (use for Turtle Code): 0.81 Ordered:1 Frame type: Flange Configuration: XO - Left Moving - Right Food Outboard Glass color. Green Inboard Glass color. Clear How many locks: 2 Colonial style: No Colonial DP Calculated Neg : 75.00 Label: U- Factor. 1.10 Label: VT: 0.65 Energy Star. Does Not Qualify Ordered: 2 , 10 Frame type: Flange Configuration: XO - Left Moving - Right Food Outboard Glass color. Green Inboard Glass color Clear How many locks: 2 Colonial style: No Colonial DP Calculated Neg -: 75.00 Label: U- Factor. 1.10 Label: VT: 0.65 Energy Star Does Not Qualify Ordered: 1 Size Type:: TTT Frame Color.: Whfte Send Unit Complete Unit Interlayer Color.: Clear Hinge:: Left Hinge Handle Type:: Standard Handle Screen Type:: 18x16 Charcoal DP Calculated -: 49.90 Label: U- Factor: 1.06 Label: VT: 0.54 Energy Star. Does Not Qualify In Miami-Dade (or those standards desired): Yes 1 COG: U- Factor. 0.96 Anchorage Type:: 1/4" ELCO Tapcons 4.1 HR710A HR710A ALUM WG 36.500X50.500FLWGRN GG5I16 XO 1 Size: 36.500W x 50.5001-1 Size Type: Tip - To-Tip Frame color. White Interlayer color. Clear Glass type: 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) Screen type: 18x16 Charcoal DP Calculated Pos +: 75.00 Certification*: 11-0630.02 Label: SHGC: 0.52 COG: VT (use for Turtle Code): 0.81 What side to Mull: View from Outside 6.1 CA740 WINGUARD CA SERIES 740 19.000X38250 W /GRN G1-15/1W X LW BC1 Size:: 19.000W x 38250H Configuration (OSLO):: X Outboard Glass Color.: Green Glass Type:: 5/16" Lami (1/8 Ann - .090 PVB -1/8 HS) Inboard Glass colon: Clear Hinge Type:: Washable Colonial style:: No Colonial DP Calculated +: 70.00 Certification#: 08-0117.11 Label: SHGC: 0.45 COG: VT (use for Turtle Code): 0.81 COG: U- Factor. 0.96 Anchorage Type:: 114" ELCO Tapcons 6.1 HR710A HR710A ALUM WG 106.125X50.500FLAGRN GG5 116 XOX 1 Size: 106.125W x 50.500)4 Size Type: lip-To-Tip Frame color: Clear Anodize Interlayer color. Clear Glass type: 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) How many locks: 2 Colonial style: No Colonial DP Calculated Neg -: 60.00 Label: U- Factor. 1.10 Label: VT: 0.65 Energy Star. Does Not Qualify 7.1 HR710A HR710A ALUM WG 36.500X38250FLWGRN GG5/16 XO 1 Ste: 36.500W x 38250H Size Type: lip-To-Tip Frame color White Interlayer color. Clear Glass type: 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) Screen type: 18x16 Charcoal DP Calculated Pos +: 75.00 Certification* 11- 0630.02 Label: SHGC: 0.52 COG: VT (use for Turtle Code): 0.81 What side to Muit Vrew from Outside Ordered: 3 4 5,� Frame type: Flange Configuration: XO - Left Moving - Right Foxed Outboard Glass color. Green Inboard Glass color: Clear How many locks: 2 Colonial style: No Colonial DP Calculated Neg -: 75.00 Label: U-Factor. 1.10 Label: VT: 0.65 Energy Star Does Not Qualify Ordered: 1 Size Type:: ITT Frame Color.: White Send Unit Cornplete Unit Interlayer Color.: White Hinge:: Left Hinge Handle Type:: Standard Handle Screen Type:: 18x16 Charcoal DP Calculated -: 90.00 Label: U- Factor. 1.06 Label: VT: 0.54 Energy Star. Does Not Qualify In Miami -Dade (or those standards desired): Yes 1 Ordered: 2 Frame type: Flange Configuration: XOX - Left Moving - Middle Fixed - Right Moving Outboard Glass color. Green Inboard Glass color. Clear Meeting rail location: 1/4 -1/2 -1/4 Screen type: 18x16 Charcoal DP Calculated Pos +: 60.00 Certification#: 11- 0630.02 Label: SHGC: 0.52 COG: VT (use for Turtle Code): 0.81 What side to Mull: View from Outside Ordered: 1 Frame type: Flange Configuration: XO - Left Moving - Right Fixed Outboard Glass color Green Inboard Glass color. Clear How many locks: 2 Colonial style: No Colonial DP Calculated Neg -: 75.00 Label: U-Factor. 1.10 Label: VT: 0.65 Energy Star. Does Not Qualify \% * INCLUDES: REMOVAL AND DISPOSAL OF EXISTING WINDOWS & DOORS. ALL FASTENERS AND CAULK AS REQUIRED PER PRODUCTS NOA, 2 FURNISHED & INSTALLED $7,250.00 Permit & Engineering costs not included.* Tax 50730 TOTAL $7,757.50 (All major credit cards accepted.) *Ail Permit/Engini ring expenses shall be paid up front by JC Impact Shutters & Glass, Inc. Customer shall reimburse to JC Impact Shutters & Glass, Inc. all costs with final payment. Customer shall receive copies of all receipts for verification and payment. Acceptance of Contract: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to complete the work as specified. pia ent will ke made as outlined below. All Sales Final. Date: 'k (? 2/ l 1 het c+o customs- ammo c' 0. LA - Piiut Customer Name Forty percent (4Q%) deposit required of $3l I03 upon acceptance of Contract. Balance due upon job completion and passing final inspection. Receipt of deposit $ on this — day of , 200_. r JC Impact Shutters & Glass, Inc. J.C. Impact Shutters & Gl ass, Inc. is not responsible for damage to special plaster applications, stucco, paint, drywall, sills, tiles, floors and c otmtertops during any retrofit installation. Homeowners must move and/or cover any f eniture, window coverings such as drapes, blinds & verticals, required to be moved prior to and after installation. 3 OP ID: CH H� -""' CERTIFICATE OF LIABILITY INSURANCE °"�`/12J11 ""' 05/12/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Morris & Reynolds Inc. 305-238-1000 14821 South Dixie Highway 305 - 255$643 Miami, FL 33176 E: ruHaN No Extl I Fla Not E -MAIL. ADDRESS: PRCCUCER UNITS MERID*-JCIMPAC e1S1REIt(S) AFFORDING COVERAGE NA1C 9 INSURED J.C. Impact Shutters & Glass, Inc. Mr. Joseph Canals 9465 Northwest 109 Street,#107 Medley, FL 33178 INSURER A: Century Surety Company 36951 a151'�B` CCP710048 SURER IN c 05113/12 INSURER D: $ INSURER E : X INSURER F : $ t.cyr0wn nWmocti THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NOR R TYPE OF INSURANCE ADDL NPR SUBR wvn POLICY NUMBER POUCY EFF IMM/DD/YYYY1 POLICY EXP IMMIDD/YYYY) UNITS A GENERAL LIABNJTY COMMERCIAL GENERAL UABILTTY OCCUR CCP710048 05/13/11 05113/12 A OCCURRENCE $ 1,000,000 X DAMIEE-$TE$RENTED o men) $ 100,000 CLAIMS -MADE X MED EXP (My one person) $ 5,000 )( BUPD Deduct 5500 PERSONAL a ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE MIT —7 APPLIES PER n LOC PRODUCTS - COMP/DP AGG $ 2,000,000 POLICY I I .IFg $ AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea acddent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY (Pe!dent) $ $ $ UMBRELLA LIAB EXCESS LIAB _ O CUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LABILITY ANY PROPRIETOR/PARTNERiEXECU71VE OFFICCERIMEMBER EXCLUDED? (Mandatory In NH) If yyeess desa}be under DESCWPTION OF OPERATIONS Y 1N N / A WC STATU- OTH- TORY UNITS ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ below E.L DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, U more space is required) Shutter Installations CERTIFICATE HOLDER CANCELLATION VMIAMIS Village of Miami Shores 10050 North East 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ' AC R CERTIFICATE OF LIABILITY INSURANCE I DATE(MNIDD/YYYY) 8/2/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: N the certificate holder is an ADD MONAI. INSURED, the poilcy(tes) must be endorsed, If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain pops may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Wells Fargo Insurance Services USA, Inc 2601 S Bayshore Drive Suite 1600 Coconut Grove PL 33133 INSURED J C impact Shutters & Glans, Inc, 9465 N W 109th Street Say 8107 Medley FL 33178 .COVERAGES CONIADT NAME: PHONE (305) 443 -4886 ADDRESS: PRODuCER CUSTOMER IDS: FAX Not (309) 441 -0460 INSUREINS)AFFOROING COVERAGE ONSuRERA:CO=10rue and Industry Ins CO NA1C 19410 INSURER B INSURER C: INSURER D : INSURER E: INSURER F: TION Village of Miami Shores 10050 North Eaet 2 Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRES ETATIVE ew ," ACORD 25 (2009/09) ®19882009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 75 of 81 � .. a arc as cai9a9 REVISION NUMBEft IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS THIS INDICATED. CERTIFICATE EXCLUSIONS INSR TYPEOFONS<lRANCt , PCUCYNU EFF (MYIDD(YYYY) (MM�^ Y:ii�� UMRS GENERAL UANU7Y COMMERCIAL GENERAL UAMUIY n OCCUR _ $ DAMAGE TO RENTED PREMISES (Ea at ashence) $ CLAIMS -MADE MED EXP (Any one psi) $ PERSONAL & ADV INJURY $ GENERAL AGGRENCE $ GEN'L AGGREGATE LUST APPLIESPER: poucyr-swi n LOC PRODUCTS- COMM AGG $ —1 $ NAMMOBILE mummy ANY AUTO ALL OWNED AUTOS SCHEDULED ALTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMT $ --- BODILY WJ m (Penmen) $ BODILY INJURY (Per aaddant) $ PROPERTY DAMAGE ) $ — $ $ UMBRELLA MB EXt:ESSLIAB OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WOWS COMPENSAMON ANDEMPLOrBis.USSLOY ANY E OCCLUDE)? ENO gmadesetibe under PTION OF OPERATIONS YIN NIA WC 003 -60 -3409 8/2/2011 8/2/2012 WC STATU- OTH I TORY YOATS ER E L EACH ACCIDENT $ 100,000 below E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY UMT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES 1 ES (Attach ACORD 101, Additional tenants Schedule it more apace le requited) HCOTaMn A.r 11-1011 !UMs _ TION Village of Miami Shores 10050 North Eaet 2 Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRES ETATIVE ew ," ACORD 25 (2009/09) ®19882009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 75 of 81 CT B Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY. 04BS00887 J C IMPACT SHUTTERS & GLASS INe: D.B.A.: ANALS JoSEPH is certified under the provisions of Chapter 10 of GLAZING 86-4269-G-X CANALS, JOSEPH - QUALIFYING CANALSJ C IMPACT SHUTTER & GLASS INC 9465 NW 109 ST SUITE 107 MEDLEY FL 33178 • EXPIRES 08/31/2012 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER SA - ART: 9 & 10- FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RENEWAL 350193 -0 BUSINESS NAME / LOCATION RECEIPT NO. 131651-2 J C IMPACT SHUTTERS & GLASS INC CC # 04BS00887 9465 NW 109 ST 107 33178 MEDLEY OWNER J C IMPACT SHUTTERS & GLASS INC Sec. Type of Business 196 SPECIALTY BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CmES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIRCATION OF THE HOLDER'S QUAURCA- TIONS. PAYMENT RECEIVED MLAMI -DADS COUNTY TAX COLLECTOR: 08/05/2011 60010000042 000045.00 SEE OTHER SIDE MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 WORKER /S 6 DO NOT FORWARD J C IMPACT SHUTTERS & GLASS INC JOSEPH CANALS PRES 9465 NW 109 ST #107 MEDLEY FL 33178 i„ ti, ,,ii►,,,HI„Ji,,i,,,,li,si,i „ii„ i„ i„ ii,,,i,i„ 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10 -24 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL - DO NOT PAY RECEIPT NO. 30- 1316512 CC NO: 04BS00887 BUSINESS NAME / LOCATION J C IMPACT SHUTTERS & GLASS INC 9465 NW 109 ST OWNER :J C IMPACT SHUTTERS & GLASS INC SEE BACK OF RECEIPT FOR A LIST OF NON- PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work Is to be done. PAYMENT RECEIVED MIAMI -DADS COUNTY TAX Co 25/2011 02240018001 000200.00 FIRST -CLASS U.S. POSTAGE 1 PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD J C IMPACT SHUTTERS & GLASS INC JOSEPH CANALS PRES 9465 NW 109 ST #107 MEDLEY FL 33178 1„il,,,li,,,, "1,,,11,Fi9}iiii„ i,13t1`iii9}I:111111lfig§11 VkRitO 53.125 )(50.625 5/16" LAM ■ +1,5 /-15 #1I -oC 0•02 1.1- 8-710 36 -50 x38.50 5/16"L- S` -4-15 I �- 11_��,30•02 1-1 8110 106.125x50313 /1,11 it R1 IO 5/16" LA0 +'151 -15 et. f- 0630.02 02 I C6.125)(5o. 500 5/1 6 "LArel1 — 601 +60 *t 1-063D. O2 7 14 8-710 36.550.50 5 /!6''i +15/ -75 II- 0650.02 CA-140 (9$38.250 5/16111Arl 410 / -q0 408-01n -11 3‘.-Vox5O•5D 5 /1v LAM% +15/-775 k i 1-(,0,03 53.12,9e50.625 51i 'LA'\ +151-15 i\- 063O•0"2 blovir 0e04- o tI l�-1 I o 36•50.5c) 5 /I6" LP►ti'`l +-15 /=-75 #.I1- 0630.01 CA-140 34.50%50.625 ��s 5/16" LAO% �- 5 449c\o1- .qo X08- 0111.11 J 'Ct BLDG DEPT ZO1Ii DEPT 40 o 'PARLJANCE wires ALL FEDERAL IN �Y r{LLES AND REGULATIONS iami Shores Villa F. it R1 IO 5/16" LA0 +'151 -15 et. f- 0630.02 02 I C6.125)(5o. 500 5/1 6 "LArel1 — 601 +60 *t 1-063D. O2 7 14 8-710 36.550.50 5 /!6''i +15/ -75 II- 0650.02 CA-140 (9$38.250 5/16111Arl 410 / -q0 408-01n -11 3‘.-Vox5O•5D 5 /1v LAM% +15/-775 k i 1-(,0,03 53.12,9e50.625 51i 'LA'\ +151-15 i\- 063O•0"2 blovir 0e04- o tI l�-1 I o 36•50.5c) 5 /I6" LP►ti'`l +-15 /=-75 #.I1- 0630.01 CA-140 34.50%50.625 ��s 5/16" LAO% �- 5 449c\o1- .qo X08- 0111.11 J FLORIDA BUILDING CQQE 2007 ASCE/SEI 7 -05 - WIND LOAD TABLES -140 Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive _ Negative Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 427 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31-40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER COUNTIES PDRESSURES INPSF 146 MPH VELOCITY Building Height Roof Slope less than 10 degrees • than Positive Slope grer 10 degrees Positive Positive Negative Positive Negative z5 z4 & z5 z4 z5 z4 & z5 z4 5 Cle-lr'i 42.5 46.1 56.7 46.5 0:4 62.2 16 -2r 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51-60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DADE COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOFCOMPONENTS AND CLADDING !HURRICANE SHUTTERS, WINDOWS AND DOORSAPPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10 %u of the least horizontal dimension or 40% of the Mean roof height, but not less than tt larger of 4% of the least horizontal dimension or 3 ft. 150 mph - Exposure C - Enclosed WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 ' 80.1 65.7 71.2 87.9 M ❑NR ❑E COUNTY Roof Slope (h)' MEAN ROOF `$"1 HEIGHT ,' _ �Qo - a4'9 a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a =3 feet or a= 0.04xBW EN6CO,rnc. Engineering Services -.CA .8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 E -mail: Engco©AOL.com PIGUEIREDO PE52 OT VALIIY /OUTSEAL 5/23/2011 COUNTY BUILDING AND NEIGHBORH • u + MP R CE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Dave Nokomis, FL 34275 SCOPE: MIAMJ-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www mlamidade.govAuitding This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descrb .. _ ed to comply with the Florida Building Code, including the _ = ocity Hurricane Zone. DESCRIPTIO : Series "HR 710" Aluminum Horizontal Sliding Window - APPROVAL NT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 o revision 06/20/2011, prepared by PGT Industries, Inc., dated 06129/2011, signed and sealed by Robert L. Clar , P. E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 07 -0815.09 and consists of this page 1, evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P. E., M. S. — eV-: . K _,f z: •iceF,if -4' „pij4' 8/18/ecu Expira Ap NOA No. 11 -0630. Date: December 21,2016 royal Date: August 18,2011 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI TED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26106, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-981 02 (Submitted under previous NOA No. 07 -0815.09) D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04 /17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. 2. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) 3. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. 0i1'11ERS 1. Notice of Acceptance No. 07-0815.09, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 my A. Makar, P. E., M. S. BNC— Product Control Unit Supervisor NOA No. 11 -0630.02 Expiration Date: December 21, 2016 Approval Date: August 18,2011 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW c1 ING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP. . 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 618" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LRE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/18° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OP 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAM) CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3116° HEAT STRENGTHENED GLASS WITH AN ,080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAPLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 6.13/16° LAMI 10: (1) LITE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 8/18" OR 3/8" AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .020 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 6/16" OR 3/8" AIR SPACE AND 8118" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, I. 13118° LAMI 10: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 6/16° OR 3/8" AIR SPACE AND 61180 LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WRH AN .090 DUPONT BUTACITE OR BAPLEX/KEEPSAPE MAXIMUM PVB INTERLAYER. J. 13/18° LAMI IG: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAPLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .060 DUPONT BUTACRE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7118° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: gi, (LO, xgK 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE )IAB NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL.4868, FTL -4868 AND FTL•6330. ELCO TEXTRON NOA: 040721.01, 03.0226.08 ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY QD HURRICANE ZONE (HVHZ). 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS.. ».... »2 DESIGN PRE88URE8 3 ELEVATIONS 4 VERT. SECTIONS 6 HORTL. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 6 ANCHORAGE 8.11 P80DUCTROVISBD B oompiyingaltoWePlodda Acceptant* No 1- • 63O•02 ....,,, '010 /101 201(0 ltradllA RmdAr P.IG �J( Oafx 8/20/11 4/16/07 Da- 17/08 038/08 R. D ADDED IOCAPTOBETOWERED (4) 40FTN07E Rats** ADD FI4. 8330TO NOTES 78CNO , NOTE 8TO CURRENT EDIT. ttropr CHANGE TO ABTM 8100001 , . X9/08 1 9070 TECHNOLOGY DANE 000001$, FL 34278 PA. EQX 1828 . NOROMIS, 1.1. 34274 e" E Visibly Batter GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 218710 17M I d 11 I ��4127 -70 I p A Z� rr PE 039719 AM fel 112" NOM. GLASS BITE OR HEAT STRENGTHENED GLASS 90 SOLUTIA OR +" T PVB INTERLAYER D OR HE T STRENGTHENED GLASS C] EXTERIOR INTERIOR [it> (ALL SECTIONS) -+ - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7/16' LAMINATED GLASS 91�: 1/2" NOM o . �*I " GLASS BITE ! 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18" LAMINATED 6/18° OR 3/8" AIR SPACE 1/8" OR 3118° ANNEALED (MIN.) GLASS 13/18° NOM. 13/16" LAMI IG GLASS W/ 6/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/18" OR 1/4" AIR SPACE 1 /8" of 3/18" ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI &FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES O - L SHALL HAVE A TEMPERED .0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCIIMIShD es cowl cwith ills Florida BOOdla6 AcwptmwNo " „a r.... 1',411V4 J.R. P1 RK FX ?128108 J.J. O 6/20/11 D +DED IOGAPTO BE TEMPERED(aj+SOFT NOTE. NOCHANSETHIS SHEET 00004006 THIS SHEET 16707BBOHNOLO6rDRNE NOXOMIB. FL34276 PA. 69X1626 NOXOMB, 1134274 VW* Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R710 F II 12 d 11 1« aa412740 IR. D 0f/; . a, P.E. PE 636712 ShooWrel TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) 0 Q FOR INSTALLATION IN THE HVHZ ABOVE 30 F TS GSS A O - TEMPERED I.G. GLASS CAP. BOTH AND ANCHOR THE DP QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" _ 38" 38 3/8" 48" - 80 518" 54" 60" 83" 84" A,B,G,H +80.0 40.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +80.0 -60,0 +68.8 -58.8 +56.2 -56.2 1063/8" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -80.0 80.0 +80.0 -60.0 +55.2 -65.2 +62.3 -52.3 108" A,B,G,H +60.0 •60.0 +80.0 •60.0 +800 -60.0 +60.0 - 60.0 +80.0 -60.0 +60.0 -60.0 +54.6 -54.6 +61.7 -61.7 111" A,B,G,H +60.0 -60.0 +60.0 •80.0 +50.0 -60,0 +80.0 -60.0 +60,0 -60.0 +69.6 -59.6 +53.6 -63.6 +50.9 -60.9 UP TO 111" C, l +60.0 -80.0 Up TO 111" D E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" TO 88 7/18" A'B'C' G,H,I +60,0 -80.0 TO887118 "' D,E,F, J,K,L +76.0 -76.0 TABLE 3. OX AND (LO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 318" 48" - 80.518" 64" ' 80" an 80" A,B,G, +75.0 -76 +76.0 -75.0 +76.0 -76.0 +76.0 •75.0 , +76.0 - •.0 +75.0 -76.0 +76.0 -75.0 +76.0 -76.0 MOW' as cOmPlyf wkh 11m 19Odd0 Ac ZooN PEonD !► $0 � Eon DM 841:7b 5 at Comm) 66" A,B,G,H 175 0" 76 0 +75.0 -75.0 +76.0 -76.0 +76.0 -76.0 -75.0 +78.0 -78.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +76.0 -75.0 +76.0 -76.0 +76.0 -76.0 +76.0 -75.0 61:i[7 - 5.0 +76.0 -75.0 +89,6 49.6 +66.2 46.2 „ 74" A,B,G,H +76.0 -76.0 +75.0 -76.0 _ +75.0 -76.0 _ +76.0 -75.0 ; +75.0 ... -76.0 " +75.0 -76.0 +88.1 •68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L l +76.0 , -76.0 S TYPES: TEST REPORT FTL -4856 (XOX), FTL -4869 (OX& XO) AND FTL -5330 18" LAMI- (1/8" A, .090,1/8" A) . 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 6/16" LAMI- (1/8" HS, .090,1/8" HS) D. 7/18" LAMI - (3/18" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI- (3118" HS, .090, 3/16" HS) G. 13/16" LAMI 10 -1/8" OR 3/16 "A (MIN.), 6 /16" OR 3/8" AIR SPACE, 6/16" LAMI- (1 /6"A, .090,1/8 "A) H. 13/16" LAMI 10 -1/8" OR 3/16 "A (MIN.), 6/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1 /8 "A, .090,1/8"HS) 1. 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 6/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1/8118, .090,1/8 "HS) J. 13/18" LAMI 10.1/8" OR 3/18 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16' LAMI 13 -1/8" OR 3116 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3 /16 "HS) L. 13/16" LAMI 10 -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/161-16..090, 3/161-18) ///,' / s� G z/ �� bed . Clerk, P.E. PE 039712 Structural 1 �D " ADDED IG DAP TOSE TEMPERED @+30PTNOTE. ID707CCHNOLDOYDRNE NDMDLtt3, PL 34478 PA. x NDxoz P134274 f _ DESIGN PRESSURES ne ALUM. HORIZONTAL ROLLER WINDOW, IMPACT _ n 4!16/07 r ^.. ADD INDEDRAI. PIN OPTION& UPDATEABTME 1380.02OPe r-- REEYMEVPTA8/ESTOABTME1300-02 Rk fonts 2128/08 3/23108 J asr�aa am NTS r 0 11 4127 -10 D 27 3B" I+-• MAX. DLO --•- !! VENT +— 64 6/18" MAX. DLO FIXED 0 110" MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (114-1/2 -1/4) 33 9M8" MAX. 33 9/18° MAX. DLO FIXED C r— DLO VENT 67 3/8° MAX. 131.0 ALL FIXED LITE8 NOTE: 1. SEE SHEET 6 FOR VERT 27 3/8" 27 3/8" MAX. DLO . -�-I 1- MAX. DLO VENT j FIXED • 88 7/16" DTH FLANGE FRAME MM° MAX. DLO ALL VENTS 82" MAX. 11. FRAME ALL CONFIG. 74" MAX. WIDTH F 73" MAX WIDTH I. ME D AIL A- OXORXO F.K 2/28/08 51.4. 3/R9148 06 THIS MET �R84416� P C 8QX 1520 NOXOMi0, FL 64474 63" MAX. FLANGE FRAME ALL CONFIO. ear Vh/8 Bear SEALANT OR GASKET AT HEAD AND BILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) ELEVATIONS PRODUCT REVISED e$ oauNYbg wIlb the Florida BudldlagCoen Ohs 3.0.02 A44o61 D ��z Ito lea ALUM HORIZONTAL ROLLER WINDOW, IMPACT :74g I NTS 14 d 11 + 4127-10 0 Z," Rabert L. Clack. P.E. PE 039712 Sim alutal ij 1 88 7/16" DTH FLANGE FRAME MM° MAX. DLO ALL VENTS 82" MAX. 11. FRAME ALL CONFIG. 74" MAX. WIDTH F 73" MAX WIDTH I. ME D AIL A- OXORXO F.K 2/28/08 51.4. 3/R9148 06 THIS MET �R84416� P C 8QX 1520 NOXOMi0, FL 64474 63" MAX. FLANGE FRAME ALL CONFIO. ear Vh/8 Bear SEALANT OR GASKET AT HEAD AND BILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) ELEVATIONS PRODUCT REVISED e$ oauNYbg wIlb the Florida BudldlagCoen Ohs 3.0.02 A44o61 D ��z Ito lea ALUM HORIZONTAL ROLLER WINDOW, IMPACT :74g I NTS 14 d 11 + 4127-10 0 Z," Rabert L. Clack. P.E. PE 039712 Sim alutal INTERIOR EXTERIOR INTERIOR MAX VENT DLO EXTERIOR 1 -- MAX. FIXED DLO -1 MAX. VENT DLO MAX. WIDTH (FLANGE FRAME) _ SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR MAX. VENT DLO MAX. FIXED DLO k– MAX. FIXED DLO —►� MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR EXTERIOR INTERIOR SECTION C-C SILL HEAD VERTICAL SECTION, FLANGE FRAME) (VERTIC ' L SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) NO GNAW! THU)8MEET ADD INTEGRAL FIN FRAME mum 4PAND49 AND VIEWS F.c NOCHAN <BTHI88HBWT SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HMO Hen 15 a 11 ` 4127-10 ID Robert L. Clark, P.E. PE #30712 8UUWafa1 I'I'FM 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 DWG/ REV 4102 A DE SCRWTJ0N MAT'L P0T# ITEM DWc# RRV DESCRIPTION MAT'L PG"lY4 FIANCE FRAMEHEAD 6063 -T6 AL 612237 66 OLA 4025 4053 SASH STOP (STD.) (A N77 LW 1' CLIP) #8 X 3/4 PH. PAN 'WAD SASH STOP COVER (SASH STOP) 6063 -T5 A L 612244 67 n 4136 FLANGE FRAME SILL 606345 AL 6063 -T6 AL 7834AA 64136 4137 SILL ADAPTOR 6063•T6A1, 64137 4131 ROLLER TRACK 6063•T6 AL 64131 71298 WEEP HOLE COVER POLYPROP. 71298 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD1626 4002 A PLANOEPRAMEJAMB 6063 •T6 AL 612225 4134 GASKET FOR MAIN PRAME SILL Jahn* 74134W/K 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 #8 X i.000 QUA DPN. SMS G B SCREEN ADAPTOR 6063 -T5 AL 78IPQA 641100 FIXED MERTINORAIL WSTP,,,187X .230, FIN SEAL 606314D T6 AL, 64034A 640660 SASH TOP & B1YP1'OM RAIL 60631'5 AL 612240 WSTP.,,250 X .270 BACK, FIN SEAL 616830 68 69 70 u 71 72 73 74 75 76 77 90 1014 91 1630 92 1631 1073 94 95 1624 1635 13/16° LAMI10.1/8 "A MIN. 3/8 "AJRSPACE 5/16" LA MI(1/8"A,.090 PVB, 1 /8 "A) 13/16" IAMI 10.1/8 "A (MIN.), 3/8" AIR SPACII, 5/16" LAMI (I /8"A, .090 PVB, 1/8 " }IS) 13/16" LAMI 161 /8"A (MIN,), 3/8" AIR SPACE 5/16" IAMI (1/8"11S„090 PVB, urns) 13/16° LAMI 10.3/16 "A (MIN.), 5/16" A/R SPACE 5/16" LAM) (1/8"A, .090 PVB, 1/8 "A) 13/16" LAMI 103/16°A (MIN.), 5/16" AIRSPACc 5/16" LAMI 1/8 "A .090 P c 1 /8"H. 13/16" LAMI1G3/16 "A (MIN.), 5/16" AIR SPA ' 5/16° LAMI 1/8948 .0902 c 118°18 13/16" LAMI 10.1 /8 °A IN. ,1/4" AIR SPA Cc 7/16" IAM1 16 "A .090 PVB 3/16 "A 13/16" LAME l0•1/8"A (MIN.), 1/4" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 13/16° LAMI K11 /8"A (MIN.), 1/4" AIR SPACE 7/16" LAMI (3/16918,.090 PVB, 3/16 °HS) 13/16" LAMI 1113/16 "A (MIN 2, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16°A) 13/16 "LAMI10-3 /16 "A (MIN.), 3/16" AIR SPACE, 7 /16 "LAM 16 "A,.090PV0, 3/16 "1182 13/16" LAMI 10.3/16"A (MIN.), 3/16" AIR SPACE 7/16" LAMI (3/169-18,090 3/16948) SCREEN PRA ME(110R. & VER.) SCREEN CORNER KEY WRINGS SCR1 IsI CORNER KEY W /OUT RING, SCRI?EN SPRING SCREEN SPLINE -.135 DIA. FOAM SCRIM SPLINE.. .135 DIA. HARD 3105.1414 AL POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC ROLLER HOUSING& GUIDE 421I2HD 96 SCREEN CLOTH BRASS ROLLER WHEELS BRASS 7BRWHL2 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP, 44128N D SASH MFETING RAIL 6063HS -T6 AL 64006 WSTP.,.170 X .270 BACK, PIN SEAL 678160 SWEEP LATCH D1B•CAST 71096 08 X .625 PH. FL. SMS 7858 SASH SIDE RAIL 606345 Al, 64126 WSTP4S0 X .270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X .275 67070K LIPT RAIL COVER CAP 74078 "C" LOR R 4139 4140 4141 I.F. FRAME HEAD 60631.6 AL 64139 ).F. FRAME SILL 6063 T6AL 64140 1 F. PRAMEJAMB 6063-T6 AL 64141 GLAZINOSILIODNE, DOW 899, 995 OR EQUIVALENT 1224 1225 4039 B VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BFA DRUID (1111N) 6TP247W,K 6TP248K G1.AZINOBBAD • 5/16" 34 4044 B OLAZINOBBAD - 5/W' W /GRILL KIT 6063 •T5 AL 6063 -T5 AL 6403911 644703 55 4212 A GAZING BEAD -7/I6" 6063•T5 Al. 64222 56 985 C GLAZING BEAD •7 /16" W /GR)U,KIT 6063•T5 AL 6985 59 4067 GLAZING BEAD • 13/16" 6063•T5 AL 64067 60 GLASS, 61 5/16" LAMI (1/8" A, .090 PVB, I/8" A) 5/16" IAMI(U8" A, .090PVB,1/8" HS) 62 5/16" LAMI (1/8" HS, .090 PVB, 1/8" 11S) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAMI (`3/16" A, .090 PVB, 3/16" 11S) 65 7/16" LAMI (3/16" HS, .09D PVB, 3/16" HS) a.Wx aram" J.R. JJ 8120111 0 DEO imp TO CLAES TYPES ADD ITEMS 41.42843 1070 7EC19t01 O3Y DR1Y0 NOKOMIS, FL 54476 P.O. BQX 1620 NOXON8. FL 34474 1 2.784 .088 43 I.F. FRAME JAMB 84141, 8083 -T8 vat* Better PARTS LIST 41 1.F. FRAME HEAD 84139,13083•T6 L710 —► .F. FRAME SILL #4140, 8083.78 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT WAWA Bake HR710 NTS I $ 11 4127 -10 D PRODUCTItBVJSBD puUdin8yCodo D,ib «Niotld" AwaPtanwr: �1! 0480 v$10.492, fi ROM L. Cls*, P.E. P8 839712 Structural I 2.710 --�J O FLANGE FRAME HEAD #4102A, 608346 L. -+-II+ -.082 .490 11 OSASH STOP N4025, 8063.16 .062 1+1.3494.-1 21 SASH TOP & BOTTOM RAIL 84133, 808346 .060 .678 0 1.098- -►— +�� 6A GLAZING BE—I, 5/16" *me, 606346 (USED WI GRILL KIT) 1-«- 2.710 —► 0 FLANGE FRAME SILL 84136, 8083-18 L .437 T 461 O HORIZ. ROLLER TRACK 04131, 6063.76 :081 411IT87 — 1 1.081 1*— 32 SASH MTG. RAIL N4006D,0083H8 -78 .678 1.093 --I- -. T 56 GLAZING BEAD 7/16" #4222A,6083 -T6 2. 1.187 t+-- 3, 00 O FRAME SILL ADAPTER 84137, 0083-18 ►- M.403- 1 17 FIXED MEETING RAIL. #40648,6483HD -T6 1.A9 SASH SIDE RAIL N4126, 6083 -18 .080 1.116 1- .4 GLAZING BEAD, 7/16" 719850, 606346 (USED W/ ORILL KIT) 1.813 -►l .040 .738 0 SASH STOP COVER 84063,8083 -T6 1*^- -2.784 1.'1 — — 13 FLANGE FRAME JAMB #4002A, 6063.78 .000 .878 1.098 1 - y'1 C), GLAZING BEAD, 5/16" 840398, 6083476 81 080 1 j 1.097 GLAZING BEAD, 13/16" 04087, 608348 PZWDUCT MIND 9e eomplytO 3 dmthet ik B3 ildh ad. sly .OZ 8xtloaDOWQ��p 1010TBCHNOLO3Y OMB Dar NOKOMIS, FL 84278 EXTRUSIONS .._- Al UM. HORIZONTAL ROLLER WINDOW IMPACT P.0. BQK 182E - Robert L. Clark P.E. N0xOM18, PL 34274 vrarbly Batter Iea�10 Hell 7 a 11 4127 -10 D PsBU X12 • ANCHOR QUANTITIES, XOX 114.1/2.114) WINDOWS GLASS TYPES A,B,C,G,H,I 2,3, WOOD 2, CONC 1, CONC ANCHOR TYPE & SUBSTRATE WINDOW 812E V V I1 83.1288 38.375 48.000 60.626 54.000 80.000 83000 60.I00x 38.376 48.000 80.828 64.000 80.000 83.000 74.000x 38.376 48.000 80.826 54.000 60.000 63.000 84.000x 38,376 48.000 60,826 64.000 80.000 63.000 TABLE 4 GLASS TYPES D,E,F,J,K,L 2,3, WOOD 108.376x 38.378 48.00D 60.028 84.000 80.000 83000 111,000x 38.376 48.000 80.626 64.000 now 63.000 ZONES HEAD & BILL 1 +02 +1+02 +1 2 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1 +04+1 +02+1 3 1+02 +1402+1 3 1 +C2 +1402+1 21 1 +02 +1902 +1 3 1 +02+1402+1 3 1402+1902 +1 3 1 +02+1402+1 3 1 +02 +1 +02+1 3 1 +02+2902+1 2 1 +02+2+02 +1 3 1 +02+2+02+1 3 1402 +2+02 +1 3 1402+2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2402+1 2 1 +02+2402+1 3 1 +02+2 +02 +1 3 1 +02 +2+02+1 3 1 +02+2+02+1 3 1+02 +2402+1 3 1 +02 +2+02+1 2 1 +02 +3+02 +1 3 ZONES ZONES ZONES 2, CONC ZONES 1, CONC ZONES HEAD & SILL 1 +02 +3 +02+1 3 1+02 +1 +02 +1 1 +C241 +0241 1 +0241 +02+1 1+02 +1 +02+1 1 +02 +1 +02 +1 1 +02+1 +0241 1 +02+1 +02 +1 1+02+1+02+1 1 +02 +1 +02+1 1 +0291 +02+1 1+02 +1+02+1 1 +02+1 +02 +1 1 +02 +1 +02+1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02+1 +C2 +1 1 +0241 +02+1 1 +02+1 +0241 1 +02+2 +02 +1 1402 +2 +02+1 1 +02 +2+02+1 1+02 +2 +02 +1 1+02 +2 +02 +1 1 +02 +2+02+1 1 +02 +2+0241 1 +02+2 +02+1 1 +02 +2 +02 +1 2 3 3 3 3 2 3 3 3 3 2 3 3 3 3 2 3 3 3 2 3 HEAD & SILL HEAD & SILL HEAD & 8ILL HEAD & SILL 1 +02 +1 +0241 2 1 +02+1 +02+1 1 +02+1+02+1 2 1 +02 +1 +02+1 2 1+02 +1 +02+1 3 1902+1 +02+1 3 1 +02 +1+02+1 3 1402+1 +02+1 3 1 +02+1+02+1 3 1402+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +C2+1 +02 +1 3 1+02+1+02+1 3 1 +0241 +02+1 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 1+02+1 +02+1 3 1 +0241 +02+1 3 1 +02 +1+02+1 3 1402+1 +02+1 1 +02 +1 +02 +1 3 1+02+1 +0241 3 1 +02+1 +02 +1 3 1+03+1+03+1 3 2 1 +02+1402+1 2 1 +02+1 +02 +1 2 1 +02+2402 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1402 +1 +02+1 3 1 +02+2+02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +0241 3 1 +02+2 +02+1 3 1+02 +1+02+1 3 1 +0241 +02 +1 3 1+02 +1+02 +1 3 1 +02+2 +0241 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1 +03+2+03+1 3 1 +0241 +02 +1 3 1 +02+1 +02+1 3 140241 +02 +1 3 1+03+2+03+1 3 1+02 +2+02 +1 1+02+2+0241 2 1+02 +2402 +1 2 1 +02+2+02+1 2 1 +02+2+02+1 3 1 +02+2 +02+1 3 1 +02 +2+02 +1 3 1 +112 +2 +02+1 3 1 +02 +2+02 +1 3 1402 +2 +02+1 3 1 +02 +2 +02+1 3 1 +0242 +02+1 3 1 +02 +2 +02 +1 1 +02+2 +02+1 3 1402 +2402 +1 3 1 +113+2 +03+1 3 1 +02 +2 +02+1 1403 +2 +03+1 1 +02 +2+02 +1 3 3 1402 +2+02+1 3 1402+2+02+1 1 +03+2+03+1 3 1 +03+2+03+1 3 1+02 +2+02 +1 3 1 +03+2+0341 3 2 1+02+2+02 +1 2 1 +02+2 +02+1 2 1 +02+3+02+1 2 1+02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +02+2 +02 +1 3 1 +02+2 +02+1 3 1 +03 +3+03+1 1403+3+03+1 3 3 1 +02+2 +0241 1 +03+2+03+1 1402 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +04 +3+0441 3 1 +03+2+03+1 3 1+02+2402+1 1+04 +3+04 +1 3 1+03+2 +03 +1 3 1 +03+2 +03+1 3 1 +02 +2 +02+1 3 1 +0443+04+1 3 1 +02 +3+02 +1 1 +03+3+03+1 2 1 +02 +3+02+1 2 1402+3 +02 +1 2 1 +02 +4 +02+1 2 3 1 +03+3+0341 3 1402 +3+02+1 3 1 +03+4 +02+1 140+3 +03+1 3 1 +02 +2 +02 +113 4 +03+3+C3 +1 3 1 +03+3 +03+1 3 1+03+3+03+1 3 1 +02 +2+02 +113 1+04+3+04 +1 3 +C3+3+03+1 1+03+3+0341 1 +04+3+04 +1 3 3 4 1403+3+03+1 1 +03+3+03+1 1 +C3 +3 +03+1 3 3 3 1 +03+4 +03+1 1 +0444+04+1 1 +04+4 +0441 3 3 3 1 +03+3 +03+1 1 +02+3402 +1 1+02+3 +02+1 1+02+3 +02 +1 1 +03.3 +03+1 1 +03+3+03+1 1 +03+3403+1 3 1 +02 +2+02+113,1 +04 +3+0441 3 1404 +3+07+1 4 1 +04+3 +114 +1 3 1 +06+4 +0641 3 2 1 +02+2+02+112 1402+3 +02+1 3 1+02 +2+02 +113 1403+3 +03 +1 1 +0243 +02+1 3 1 +02 +3+02 +1 2 1 +02 +4 +0241 2 3 1+03+3+03+1 3 1 +02+3+02 +1 3 1+03+4+03+1 3 3 1+02 +2+02 +113 1+003+03+1 3 1 +03+3 +03+1 3 1 +03+3 +03+1 3 1+03+4+0341 3 3 1 +0292402 +113 1 +03+3 +03+1 3 1 +03+3 +03+1 1 +03+3+03+1 3 1+04 +4+0441 3 3 1+02+2+02 +113 1 +04+3+04 +1 3 1 +0443+04+1 4 1+03+3+03+1 3 1 +04+4+04+1 3 3 1 +02 +2 +02 +113 1 +04 +3+04+1 3 1 +04+3404+1 1+04 +3 +04+1 3 1 +06 +4406+1 4 NOTES: R TYPES: ELCO TAPCONS 2.1/4" ELCO 884 CRETE•FLEX 3.412 STEEL SCREWS (05) 5 TYPES: 6" LAMI • (1/8" A,.090, 1/8° A) 8/18' LAMI • (118" A,.090, 1/8" HS) C. 0/16° LAMI • (1/8' HS,.080,1/8° HS) D. 7/18° LAMI • (3/16" 4,.000, 3/16" A) E. 7/18" LAMI • ((3118' A,.090, 3/18° H8) F. 7/18° LAMI .53/18" HB „090, 3116" HS) 6.13/10" LAMI 0.1/8° OR 3/16" A (MIN.), 6/16" OR 3/8° SPACE, 8M8° LAMI - (1/8" A,.090,1/8° A) H. 13/16° LAMI 10.1/8" OR 3/18" A (MIN.), 6/18° OR 38° SPACE, 6116" LAMI - (18° A,.090, 1/8" HS) I. 13/18" LAMI 10 - 1/8° OR 3/18" A (MIN.), 6/18" OR 38" SPACE, 6118° LAMI • (118" HS,.000, 1/ ' HS) J. 13/16" LAMI 10.1/8° OR 3116"A (MIN.), 3/16' OR 1/4° SPACE, 7116° LAMI - (3/18° A,.090, 3116°A) K.13116" LAMI 10.18" OR 3/16" A (MIN.), 3/18" OR 114" SPACE, 7116° LAMI- (3/16° A,.020, 3/16° HS) L 13/16" LAMI 10.1/8° OR 3/18° A (MIN.), 3/16° OR 1/4° SPACE, 7/18° LAMI • (3/16' H5,.000, 3/16°° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 314° MAX. FROM CORNERS. JAMBS: 0" MAX. FROM CORNERS AND 22172° MAX. O.C. TABLE KEY: 0 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT. GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 6" REFF.." MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3).ANCHORS (SHOWN IN TABLE KEY ABOVE) ..~._ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 26 3/4" max. -+-11•+-3" MIN. •• -I L I L s x 26 3/4" MAX. J.__ JL 1----L 4_... L 0° REP. MTG. RAIL, TYP.-+ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1/2' TYP. h+-3" MIN. PBODUCTRBVISBD as sompylaB with aro Maids Wilding Co& Mow= No 1Ix U '�Idp Itimdap WIIW11 D ADDED 10 CAP TOSE TEMPERED(+? +30FT NOTE. e FJG FK /18/07 p1ON7/08 2/28/00 T Itsaoss 8 theoladep UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. REVISEANOHORAOE FORMAT /BEAD B SAL CLUSTERS 8/08 1 10701ECI4NOLOOYORNE NOKOMIS, PL 64276 P.O. BOX 1626 NOKOM18. PL 30274 Pci V4Ib(y Defter ANCHORAGE SPACING, XOX (1/4 -1,2 -11/4) HORIZONTAL ROLLER WINDOW, IMPACT 0R710 NTS 18 d 11 I * 4127 -10 re, " RobaTl L. Clark. PE. PE 030712 SUacdaei ANCHOR QUANTITIES, XOX (113-113-113) WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE, & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC GLASS TYPES C,D,E,F, ,,K. L 2,3, WOOD 2, CONC 1, CONC ZONES WINDOW 8128 11l v }� 48.000x 38.376 48.000 80.626 64.000 80.000 63.000 HEAD& SILL ZONES ZONES ZONES ZONES ZONES U• HEAD & SILL HEAD & 8111. HEAD & SILL HEAD & SILL HEAD& SILL 14C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +02+1 +02+1 2 1 +0241 +C2 +1 2 1 +02 +1 +02 +1 3 1402 +1 +02 +1 3 1 +02 +1402+1 3 1 +02+1 +02.1 3 1 +0241402 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +02 +1 9 1 +02 +1 +02 +1 3 1+02+1 +0241 3 142 +1402 +1 3 1+02+1 +02 +1 3 1402+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +0241 3 1 +02 +1+0241 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +0241 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1402 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +0241 +0241 3 14C241002+1 3 1 +02+1+02+1 3 1 +02+1+02+1 1403+1 +03+1 3 63.125x 38.376 48.000 60.026 64.000 80.000 83.000 1 +02 +1 +02 +1 1 +02 +1402 +1 2 1 +02 +1 +02 +1 2 1402 +1 +02 +1 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 1 +02 +1 +02 +1 2 1 +02 +1402+1 3 1 +02 +1 +02 +1 2 3 1402 +1 42 +1 140241 +02+1 2 3' 1 +C2 +1+02+1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1402 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1402 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02+1 1 +02 +1 +02+1 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1142+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+32 +1+02+1 3 1+02 +1 +02+1 3 3 1 +03 +1 +03 +1 3 60.000 x 38,376 4&000 60.626 64.000 80.000 63.000. 1 +02+1 +02 +1 3,1402+1+02+1 3 1402+1 +02 +1 2 1+02+1+02+1 2 1.02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 2 1 +02 +1 +02+1 2 1 +02+1+02 +1 2 1 +02 +1402 +1 2 1 +0241 +02 +1, 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1+02+1 +02 +1 3 1+02 +1 +0241 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1402 +1 +02 +1 3 1 +02+1 +02.1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1402 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1402 +1 3 1 +03 +1 +03+1 3 1 +02+14C2+1 3 1402 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 1 +03+1403+1 3 1 +0241 +02 +1 3 140241402+1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +03+1 3 1+02 +1 +02 +1 3 1403 +1403+1 3 86.000x 38.376 48.000 60.826 64.000 60000 63.000 1+02+1 +02 +1 2 1 +02 +1402 +1 2 1 +02 +1 +02+1 2 1 42 +1 42 +1 2 1402+1402 +1 2 1 +02+1 +02 +1 2 1 +02+1 +02 +1 3 1+02 +1 +0241 3 1 +02+1 +02+1 3 1+0241402 +1 3 1402+1 +02+1 3 1+02+1 +C2+1 3 1+02+1402 +1 1402+1402 +1 3 1+02 +1 +0241 3 1 +0241+02+1 3 1 +02+1+0241 3' 1+0241 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1 +02+1 3 1+03+1 +03+1 3 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +0341403 +1 3 1 +02+1+02 +1 1402 +1 +02 +1 3 1 +02+1402+1 3 1 +02+1 +C2 +1 3 1 +0241 +02+1 3 1+03+1+03 +1 3 1 +03+1 +03+1 3 1 +02+1+02+1 3 1 +03+1403+1 3 3 140341 +0341 3 1+02 +1 +02+1 3 1 +03 +1 +03+1 3 74.000x 38376 48.000 60.826 84.000 80.000 83.000 84.000x 38.375 48.000 60.628 64.000 80.000 63.000 1 +02 +1 +02 +1 2 1402+1402 +1 2 1 +02 +1402+1 2 1+02 +1 +02+1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1402+1402+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+0341403 +1 3 1 +02 +1+02 +1 3 1 +02+1402 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1402+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +02 +1402 +1 3 1+02+1+02 +1 3 1+02 +1+02+1 3 1 +02+1 +0241 3 1403+1+03+1 3 1 +02+1402 +1 3 1+02 +1+02+1 3 1 +03+1 +03+1 3 1.01.1 +0341 3 1402+1402+1 3 1 +03+1 +0341 3 1 +02+1 +02 +1 1 +112 +1+02 +1 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1.03+1 +03+1 3 2 1 +02+1 +02 +1 2 1.02 +1+02+1 2 3 1 +02+1+02 +1 3 1 +02+1+0241 1 +03+1 +03+1 1+02+1+02+1 1 +02+1402 +1 3 1 +0241402 +1 3 1402 +1 +0241 3 1402 +1402 +1 3 2 3 1 +03+1 +03 +1 1402 +1 +02 +1 1 +03+1+03+1 3 2 3 1+02 +1 +02+1 3 1 +02 +1402 +1 3 1 +C2+1 +C2 +1 3 1+02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1+0341 3 1 +02 +1 +02+1 3 1402+1 +02+1 3 1 +03+1 +03+1 3 1+0341+03+1 3 1402+1+02+1 3 1 +03+1 +03+1 3 1 +02 +1402+1 3 1402+1402 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+14C3 +1 3 1 +03+1. +03+1 3 1+03+1 +03+1 3 1402+1 +02 +1 3 1 +03+1 +0341 3 1 +0341403+1 4 1 +03 +1403+4 1 +04 +1 +04+1 4 88.437x 38.376 48.000 80.826 64.000 88.000 1 +02 +1+02 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 1+0241 +02 +1 3 1+02+1402 +1 2 1 +02+1+02 +1 2 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1 +02 +1+02 +1 1 +C2+1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 1.42 +1 +0241 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1+02 +1.02 +1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1140+1+02+1 3 1 +03+1+03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +0341 +03+1 1+02 +1 +02 +1 3 1+02 +1+02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1+0441 +04 +1 83.000 1+030 +0341 w,ad6z D*Z J.& 810/11 D RMO6p WW SniS:01, FJC 4/18/07 md81' FJL 10/17108 Oven Bp X8/08 3 1402+1402+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1403+1 +03+1 3 1+ A DDED IG CAPTOR!! TEMPERED @ +30F r NOTE. UPDATETAKEB SELEOT VALUES DUE TOANCHOE OAP, ADJ. AMOssw REl4SE ANCHORAGE FORMA; HEAD 8 8111 CLUSTERS OS 3/ Ms I J.J. 8/23/08 070TEOHNOLOOY DRIVE NOKOMIE,FL84218 P.O. SOX 1620 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1.1/4" ELOO TAPOONS 2 - 1/4" ELCO 084 CRETE -FLEX 3 • #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 6118" LAMI - (1/8" 0,.000,1/8" A) B. 6/16" LAMI - (1/8" A.000,1/8" HS) C. 8/18" LAMI • (1/8"110,.090,118° H8) D. 7/18" LAMI • (3/18" A,.080, 3/16"A) E. 7116" LAMI • (3/18" A,.090, 3/16' HS) F. 7/16° LAMI - (3/16" HS,.090, 3146° H8) G. 13/16" LAMI 10 - 1/8" OR 3/18° A (MIN.), 6/16" OR 3/8" SPACE, 6116" LAMI • (1/8" A „090,1/8" A) H. 13/1 B" LAMI 10.1/8" OR 3/18" A (MIN.), 8/16° OR 3/8" SPACE, 6118" LAMI • (1/8° A,.000,1/8" H8) 1. 13/16" LAMI 10 - 1/8" OR 3/16' A (MIN.), 8/18" OR 3/8" SPACE, 6/16" LAMI - (118" HS„090, 1/8" HS) J. 13/16" LAMI 10.1/8" OR 3/16" A (MIN.), 3/18" OR 114" SPACE, 7/18" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI 10 - 1/8" OR 6118" A (MIN.), 3/18" OR 1/4" SPACE, 7/18' LAMI • (3/18 "A,.080, 3/16" HS) L. 13/18" LAMI I0. 1 /8" OR 3/18„ A (MIN.), 3M8" OR 1/4" SPACE, 7/16" LAMI • (3/16" 148,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING MIL CENTERLINE 26 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. TABLE KEY: FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0- 1. SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAG. PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND BILL. (3" MIN. 0.C. ANCHOR SPACING) 314 "MAX. I -+•1 I-3" MIN. 9 "REP. I! MTG. RAIL, TYP.J EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) r •-1 2 1 112„ TYP. 44- 1- MIN • 9" REF. MTO, RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) ALUM HORIZONTAL ROVER WINDOW, IMPACT O1+a,dN,&. bad" 6M! NR710 J 078 9 a 11 r .... 412 7 40 r 1.7) PRODUCT REVISED as complying w80 Ore FIed08 finfldIngCatio DERIDED „ O 110 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE:. & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC WINDOW SIZE VW v H 37.000 x 38.376 48.000 60.628 54.000 60.000 63,000 ZONE 1 +02+1 1 +C2 +1 S ZONES ZONES ZONE lg. ig QS 05 2 1 +C2 +1 2 3 1+02 +1 3 1+ 1 +C2 +1 3 +C2 +1 8 2 1+02 +1 ZONE 1 +02 +1 1 +02 +1 S 2 3 ZONE DO 1 +02 +1 1 +02 +1 S 2 3 1 +02 +1 3 (1 +02 +1 3 ) +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02+1 3 1+ 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1+C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 48.000 x 38.375 48.000 50.625 64.000 60.000 63.000 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2+1 3 1 +02 +1 3 1 +02 +1 3 1+02 +1 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 1 +02+1 3 1 +03 +1 3 1 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 3 1 +02 +1 1 +03+1 3 1 +C3 +1 3 1 +03+1 3 1 +02 +1 3 1 +03 +1 3 1 +03 +1 1 +02 +1 3 1 +03 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +03 +1 3 3 1 +02 +1 3 1 +C3+1 3 53.126 x 38.376 48.000 50.628 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1+C2 +1 2 1 +02 +1 1 +02 +1 2 1 +02 +1 3 1 +02 +1 1 +C3 +1 3 1 +02 +1 3 1 +03 +1 3 1+02 +1 1 +02 +1 3 1+C3 +1 3 +02+1 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +03 +1 3 80.000 x 38.375 46.000 50.625 64.000 60.000 63.000 66.000 x 38.376 48.000 60.625 54.000 60.000 63.000 1 +03 +1 1 +C2 +1 4 3 1 +03 +1 3 1404 +1 3 1 +03 +1 1 +02 +1 2 2 +C2 +2 2 1 +C2 +1 4 1 +03 +1 3 1 +04 +1 3 3 1 +02 +1 2 2 +02 +2 1 +02 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +02 +1 3 2 +C3 +2 2 31 1 +03 +1 1 +C2 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +02 +1 3 2 +C3 +2 3 1 +C3+1 4 1 +C2 +1 3 2+C3 +2 3 1 +C3 +1 4 1 +03+1 3 2 +04 +2 4 1 +03 +1 4 1 +03 +1 3 2 +C4 +2 4 1 +C3 +1 2 +C2 +2 4 1 +03 +1 3 2 +04 +2 4 1 +03 +1 4 1 +03 +1 3 3 1 +02 +1 2 2 +02 +2 3 2 +C2 +2 1 +C241 2 2 +C4 +2 2 +02 +2 4 3 2 +C2 +2 4 1+C2 +1 3 2 +03 +2 3 2 +C2+2 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 2+C3 +2 4 1 +C2 +1 3 2 +03 +2 3 2 +03+2 4 1 +C2 +1 3 4 1 +02 +1 3 2 +03+2 4 2 +C3+2 4 1 +02 +1 3 2 +C3 +2 2 +03 +2 3 4 74.000 x 38.376 48.000 60.825 54.000 80.000 83.000 2 +03 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +03 +2 4 1 +03 +1 3 2 +C4 +2 4 1 +C3 +1 2 +C2 +2 2 +C3 +2 3 1 +03 +1 3 2 +04 +2 4 2 +03+2 2 +C2 +2 2 2 +C2 +2 3 2 +02+2 4 3 4 2 +02 +2 3 2 +03 +2 4 2 +03 +2 4 1 +03 +1 2 +02 +2 2 +C2 +2 3 2 3 2 +01 +2 2 +02 +2 2 +03 +2 4 3 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2+03 +2 4 2 +C2 +2 3 2+03 +2 4.. 2 +03+2 4 2 +03 +2 3 2 +04 +2 4 2 +C3 +2 4 2 +03+2 3 2 +04 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 5 2 +C3 +2 2 +C4 +2 4 2 +03 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 NOTES: OR TYPES: ELCO TAPCONS 2 - 1/4" ELCO 884 CRETE -FLEX 3 • #12 STEEL SCREWS (05) TYPES: Q 18° LAMI • (118" A,.000,1/8' A) 8/18" LAMI • (1/8"A,.020.1/8" H8) C. 8118" LAMI • (1/8" H8,.000,1/8" HS) D. 7/16' LAMI • (3/16'A,.O9O, 3 /18 "A) E. 7/18' LAMI - (3/18" A,.080, 3/18" HS) F. 7/18' LAMI • (3118" HS,.080, 3118° H8) 0.13118" LAMI 10.1/8° OR 3/16" A (MIN,), 6/18" OR 3/8" SPACE, 6118" LAMI - (1/8" A,.090, 118" A) H. 13/18" LAMI IQ - 1/8" OR 3/18" A (MIN.), 8/16" OR 3/8" SPACE, 8/18" LAMI • (1/8" A,.080, 1/8' HS) I. 13/18° LAMI 10.118" OR 3116' A (MIN.), 5/16" OR 3/8 "SPACE, 8/18" LAMI • (1N" 118,.080,118' •8) 1.13/16" LAM110.1 /8" OR 3/18" A (MIN.), 3116" OR 1/4" SPACE, 7/18" LAMI • (3/16° A,.080, 3/16°A) K. 13/16' LAMI IQ -118° OR 3/18° A (MIN.), 3/16" OR 1/4' SPACE, 7 /18° LAMI - (3/18" A,.030, 3118" HS) L. 13/18" LAMI 10 - 1/8" OR 3/18" A (MIN.), 3/18" OR 1/4" SPACE, 7110' LAMI • (3118" H8,.000, 3/18' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101 /2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18314" MAX. FROM CORNERS. JAMBS: 8° MAX. FROM CORNERS AND 221/2" MAX. 0.C. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0.1. SHALL HAVE A TEMPERED 1.0. GLAS8 CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE KEY: 8' 7REF. 1 M70. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1+1-18 3/4" MAX. ' --►11 " -3" MIN. 18 314° MAX. 1 1/2" N. 1+-3° MIN. 0' REF. X U MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND X0 WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT tate•iblek Wed MUD I NISI 10 a 11 J 4127 --10 D ADDED IO OAP 70 8E TEMPERED (8 +SOFT NOTE. CHB.TABLE a r00, 6 SELECT VALVES DUETO ANCHOR MAMA! RIME ANCHORAGE FORMAT HEAD 8 SILL CLUSTERS o1oThOHN4 L03Y OMB NOXOM18, PL 342T3 P.O. MI MB NOMOMl3, FL 34214 PcT Ylatb(y Sena, PRODUCT REVISED 13complying o 1hllm1RwWe AeaePlo03DaU f IF ** °((O A17; -itt Capitol Rob L. Calk, P.E. PE 838712 Sbaowtel 1 3/4° MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KM ; NOTE 3 CONCRETE . ' ' • . •; , NOTE 1 1x WOOD BUCK, NOTE 3 1/4" MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED 1/4" ELCO 1 3/8" TAPCONS EMBEDED 13/8° MIN. OR 1/4" 884 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314 ". FLATHEAD ANCHORS MUST BE 1912 TRIMFIT HEAD. DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS WOOD ANCHOR, NOTE 2 14 MAX. SHIM 114" MAX. SHIM —1 1-+— 1 1/4° MIN, (1.5 K8I CMU) 7• 'd OR PER NOTE 1 i i .i'''" ' (3.4 K8I CONCRETE) 11, ."" ' °. MIN. 3D (HERD & SILL DETAILS , 6,0 D0 H) 8 L INTERIOR INTERIOR (JAMB DETAILS E, F & 1) gXTERIOR 0 CONCRETE ANCHOR, NOTE 1 2. FOR WOOD APPLICATIONS IN MIAMI•DADE COUNTY, USE 812 STEEL SCREWS (06) OR 1/4" 8E4 CRETE -FLEX WITH 812 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 70 BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 60834B AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE 70 PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 812 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. B. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 DETAIL E •r : • "• '1 13/4 ° MIN. V1 • MIN. 3A KSI�� E.D. TYP. CONCRETE DETAIL C 1/4" MAX SHIM 2x WOOD BUCK, DETAIL D NOTE 3 WOOD ANCHOR, NOTE 2 TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD) Itea MIN. x 21/2" NAIL AT CORNERS AND B" 0.0. TYPICAL DETAILS 0, H & I. DETAIL O (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCTRBVISED 8xfl8n igiu>IOp11b the Ftotlde Asap No gFP ; " Deal .p2 AR 6/2M1 tr NO CHANGE TH18WED! !j. 14,1 JJ. /'C 21 :1- • 1070TSOHNOLO3YDR VR NOKOMIS. PL 34278 P.0.119x1120 NMOM %FL 342T4 gZ Visibly Bata ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1 HeIf 1 11 a 11 r-4127-10 I D ,Boded L. Ckkk, P4 . RUOC{Yte1 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildin2code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or LL : ' ants of the applicable building code. This product is appro. bed • esi a •_comply with the Florida Building Code, includ' 'i L-111 D unenn escribed herein, and has been High Velocity Hurricane Zone. ON: Series C -740 Outswing Aluminum Casement Window - L APPROV 1 • i : Drawing No. 7045-8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, .rTzA - ! I dated 06/23/05, prepared by manufacturer, signed and sealed by Lugs A. Turner, P.E., bearing the Miami -Dade �: _ t Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. .MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.1 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUMMED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23 /05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS I. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Tong with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA# 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Tong with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- ,_. No. FTL 3587 dated 10/8/02, signed and sealed by Jo . h Chan, P E. (Submitted under NOA# 03 -0611.02) E -1 Manuel Pe Product Control i r NOA No. 1 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submi ted under NOA# 03- 0611.02) 6. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test; per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing easement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted wader NOA# 03 -0611.02) C. CALCULATIONS 1. Itevised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALTTY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. or their "DuPont Butaelte PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. dark, P.E. 2. statement letter of no financial interest, dated 12/19 /02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th _ 'es C -740 Aluminum Casement Window — L.M.I., approved 0, 3/06, exp' r :. /22/08. Manuel P Product Contro : i iner NOA No. i : 17.11 Expiration Date: May 22,2013 Approval Date: May 15, 2008 E 2 NG OPTIONS: /16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1 /8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/18" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G.13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. 1 C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR °XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. CONFIGURATIONS OPTIONS } x } 0 } x 0 u } x } 0 } 0 0 X X Q UNEQUAL LITES X{ Q UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11-12 PARTS LIST 12 ANCHORAGE 1,3,4,13 G. FOR 144 "XOX" & "XO° OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 4/7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4808. Pguuvl -r ttimviti, 48$I !L"t0i:3 Lafs CAP it.oss. b4. +m4sw: FK 3128703 8 ADP 13118 'LG.8 MOVE GLAZING DETAILS TOSHEET2 R,s,0a F.K. qua AT0/03 RM"1"ar c NO CHANGE THIS SHEET Rower O,": F.LG 025 kostbar 0 ADO re' HT.,GLASS TYPES FANOG. REVISE ANCHORAGE gmc,er, 0m: OQWwrOr craw F.K. 12/17/02 1070 TECsOIOLOGYDRIVE NORO.SU& FL 34275 P.O. 00X 1624 NOROLP.S. FL 34274 ftT VLOObly BENIN NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT seamed* OA-740 INTS 11 d 13 I °°* 70445.8 I D Lucas A. Turner. P.E PE 658201 Me"h""kal A 118" ANNEALED OR PVB INTERLAYER 13/16" HEAT STRENGTHENED I~— 1/8" HEAT STRENGTHENED GLASS 86 5/16" LAMINATED COMPONENT GLASS . t _ 3/8" 1/8 HEAT STRENGTHENED GLASS / �1 i1 3/8 AIR SPACE .090 PVB INTERIAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PVB INTERLAYER 1S BY SOLUT1A OR DUPONT .090 PVB INTERLAYER 3/16° HEAT 1-- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" 1.G. WI 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 414:e pp.'," 'irai ^aitxRe11 514,1/4•; 2e:.:;;z ¢rrLU•a: .... LIB tee, $/4,9 F.1G R d07. FJL 2eadBr: F.14 Corner F,K V1 7/1003 flamlos B wvabae C REDRAW GLAZING DETAILS BADD 13/1B'LO. NO CHANGE THIS SHEET Osts fteattiorgo 0 ADD Mir INN LG. Yl/7/161AM18 CORRECT Or LAMI DErAIL 03125103 C2WW"Br. 1070 TECHNOLOGY DRIVE NO502103, FL $4275 P.O. BQX 1520 NOXOMIS, FL 34274 GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Bettor B"rnm+c®t CA-745 ent � '�✓pao. NTS 2 a 13 70454 ( /2t /D<- Luton A. Turner, P.E. PE 058201 Meehmtical CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) } C 13" MAX. O.C. } 4" MAX. f 4" MAX. 30" MAX. DAYLIGHT OPENING 7" 4" MAX. ANCHOR LOCATION TYP. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING E LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT, 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) A 69" MAX. DAYLIGHT OPENING 13° MAX. O.C. } 4° MAX. A 76" MAX. HEIGHT 4" MAX. -I-I 141 MAX. O.C. TYP. I�I�iI�� }I /I► 30" MAX. DAYLIGHT OPENING ELEVATION "B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING 37" MAX' 1.13" MAX. 0.C. --1 1 .. -L 141/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION '"A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 76" MAX. HEIGHT 1 3 F.K 328/03 , CHANGE SHEET NO. REFERENCES FJL Rent ap F.K Thew 7/10/03 Raelsbax 0 0 ADD HINGE LOCATION DETAILS CHANGE MAX HT. TO70 -AND MAX. 01.0 TO or 0 at FA Data 12/17/02 1070 TECHNOLOGY DRIVE NOX0MIK FL 34278 PA. SQX 1878 NDXOMIS, FL 34274 PI v9,�aT[4'" "XX° & WOX" ELEVATIONS ?Or ALUMINUM CASEMENT WINDOW, IMPACT ems anq CA.740 NTS 4a 3 m 13 omivko 7045 -8 D A Lucas Tumor, P.E. PE 488201 Mechanical / / / V X \- \ / O \ � ,> i / ELEVATION "B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING 37" MAX' 1.13" MAX. 0.C. --1 1 .. -L 141/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION '"A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 76" MAX. HEIGHT 1 3 F.K 328/03 , CHANGE SHEET NO. REFERENCES FJL Rent ap F.K Thew 7/10/03 Raelsbax 0 0 ADD HINGE LOCATION DETAILS CHANGE MAX HT. TO70 -AND MAX. 01.0 TO or 0 at FA Data 12/17/02 1070 TECHNOLOGY DRIVE NOX0MIK FL 34278 PA. SQX 1878 NDXOMIS, FL 34274 PI v9,�aT[4'" "XX° & WOX" ELEVATIONS ?Or ALUMINUM CASEMENT WINDOW, IMPACT ems anq CA.740 NTS 4a 3 m 13 omivko 7045 -8 D A Lucas Tumor, P.E. PE 488201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. 0.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4" -.37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. SEE MtD-SSPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT 14 1/2" MAX. 0.C. ELEVATION "0" - "X" (SEE SHEET 5 FOR PRESSURES) 13" MAX. O.C. 4" IL— J �G-13" MAX. O.C. 4" MAX. 1 — 37" MAX. VENT - -- 60" MAX. FIXED • ELEVATION "F° • "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8.9 FOR PRESSURES) 30" MAX. 53° MAX. "-- DAYLIGHT ` — 'DAYLIGHT OPENING --.A OPENING r--1 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX 0.C. 4" MAX, 4" MAX. 60° MAX. WIDTH 53" MAX DAYLIGHT OPENING 69" MAX DAYLIGHT OPENING --- -I- 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT, 3 TYP. (2) 76" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT "Md87: LW FA 3748103 Revai FJG ammo er FA om""er. FA oAc &73!06 iNrn 7/1003 uf7/02 B CHANGE SHEET NO. REFERENCES C ACV HINGE DETAIL B H040E LOCATION NOTES Errisloas Parteamc D asckaday FA CHANGE MAX HT. TO TS* AND MAX OLOT069' Deo 1070 TECHNOLOGY DRIVE NORMS, FL 34276 P.O. BOX 1529 NOXOI. R. 34274 RGT Va�aer °X" "0" WO" & "OX 'ELEVATIONS > ALUMINUM CASEMENT WINDOW, IMPACT a aKmoa" asr 42— ca-mo NTS 4 0 13 I 7045-8 '2_ � r/2 r!or Luae2A Turne,p.E. PE 588201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A,.090,1/8 "HS) B. 5/18" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5116" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" \WIDTH HEIGHT 28 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEC POS NEC POS NEG POS NEG POS NEC POS NEC POS NEC POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS 19118 A -90.0 70.01 -90.0 70.0 -90.0 70.0. OA 7 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E ' -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0%90.0 -90.0 70.0 %90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 %90.0 70.0 -90.0 70.0 24 _ A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -88.3 70.0 -842 70.0 -83.2 70,0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 89.9 -67.8 67.8 - 68.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 %90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 30 A -90.0 70.0 , -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.8 70.0 , -68.4 68A -63.9 63.9 -60.0 60.0,-58.5 68.5 -56.2 56.2 -53A 53.4 -51.3 51.3 - 49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 58.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 8,E -90.0 70.0 -90.0 70.0 -90.0 70.0' -90.0 70.0,-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 / -90.0 70.0' -90.0 70.0 -90.0 70.0 • -87.8 70.0 _ -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 ■ 70.0 -75.0 70.0 -65.5 65.5 -57.5 67.5. - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 79,75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 noollaitivises w~ , at pito *maw .° _ , t•�V3r4 • - 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0, -70.4 70.0 .-60.4 60.4 -54.3 54.-51.1 61.`7.9 47.9' -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0,-75.0 70.0 -75.0 70.0 -75.0 70.0,-76.0 70.0, -15.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.6 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 TABLE 2. "X° WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X° SIZES UP TO 32" WIDE x 72" HIGH 1 -90.0170.0 PRODUCT wawa as ecenotyitip0Sb rrmPlams Balding We Amptsue No •l; . • . ./.1,. use., le TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/18"A,.090,3/16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 °A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: tit X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALUNG WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. t- ' 1 t /� Lucca A. Tamer. P.E. PS Meohetdm� flo m°r F( mkx 3/2&03 ae tom, a ADD GLASS TYPE ETOTABLE'8184 °.rte PRESSURES XCONFIG. WINDOWS ra ALUMINUM_ CASEMENT WINDOW, IMPACT F.K. F.1C r711 7/t0/03 Rawbn. C NO CHANGE 7Ht83NEET 7ECHNOLOGY , Fl. U ?S NOXO1l71S, Fl. 94278 P.0.80X WM NOl(01A18 Ft 94274 stead ay F.K. Peeler F.K. aft 823/05 °mg 12/17/02 0 moo.:er REV /SEANCHORS/1AM 76'11EIOKt OPTION Pen: I Visibly Bauer ckno N7.$ 5 13 � 7045-5 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3682 GLAZING OPTION: A. 5116" LAMI (1/8 "A,.090,1/8 "HS) "XX" WIDTH HEIGHT 26 31 r 38 38 3/8 ' 43 48 60 6/8 54 67 80 83 NEG POS NEG POS NEG POS_ NEG POS, NEG POS NEG POS NEG POS NEG POS `NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 7 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 48 A -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 ` -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 89.5 -87.6 67.6 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -74.4 70.0 -89.8 89.8 - 65.2 85.2 - 63.0 83.0 -60.8 80.8 - 58.0 68.0 80 A -76.0 70.0 -76.0 70.0 -75.0 70.0 - 76.0 70.0 - 75.0 70.0 .418.4 88.4 - 63.9 83.9 - 60.0 80.0 - 58.5 58.5 - 582 66.2 - 63.4 63.4 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 68.1 -53.8 63.8 - 50.4 50.4 47.7 47.7 68 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -85.5 85.5 -57.6 57.5 -54.9 54.9 -51.8 51.8 -48.8 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 F - 80.4 60.4 - 64.3 54.3 -51.1 51.1 -47,9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 3a7 74 A -75.0 70.0 -76.0 70.0 -73.7 70.0 -87.9 87.9 _ -59.0 59.0 -52.8 62.81- 49.9 49.9 _ -48.4, 48.4 -43.5 43.6 -41.1 41.1 - 38.8 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/18" LAMI (1/8"H$,.090,1/8 "HS) E. 13/18" LAMI (1/8 "HS,3/8" SPACE,5/18" LAMI -W/ 1 /8"HS,.090,118 "HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1.76.OT 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 X X IMAM* GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3116"HS) ALL XX" SIZES UP TO 74" WIDE x 83" HIGH 1 410.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3116 °A,.090,3 /16"HS) AU. "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES_ �o 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. now* owe FetiSbne Revak FJL Dam at' F.X. 0n"' Claw 8123108 0 REVISE ANCHORS 8 ADP TABLES 78 • HEIG HT OP f ON Dec 12117/02 1070 TECHNOLOGY DRIVE NOKOMIS FL 94278 PO. 80X 1829 NOKOMIS 71. 34274 Visibly Better PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Setleanagat CA.740 NISI 6 m 13 7045 -8 112! ,4'S' Lucas A. Tumor, P.E. DE MEM Mechanical COMPARATIVE ANALYSIS TABLE 8. WIDTHS "XOX" "0' & °1/412 -1/4 XOX' WINDOWS TEST REPORTS: FTL-3582, FTL -3729, FTL -4607, FTL-4808 GLAZING OPTIONS: A. 6118° LAMI (1/8"A,090,1IrHS) B. Mr LAMI (1/8"H6,.090,118"HS) C. 7/18° LAMI (3/18A,.090,3/18°HS) E. 13/16' LAMI (1/8"HS,34" SPACE,5/18° LAMI -W/ 1I3H3,.090 U'HS) F.13/16" LAMI (1A1"A,A1R SPACE,7/16" LAMI -W/ 3/18 A,.010,3118°H8) . 38 72 28 3 36 38 318 43 48 HEIGHT 506/8 54 57 60 83 67 72 78 NEG POS ,NEQ P08 NEG POS NEC POS NEG POL_NEG POS A -76.0 70.0 -75.0 70.0 -78.0 70.0 - 70.4 70.0 - 80.4 60.4 - 54.3 54.3 NEG POS NEG, POS, NEG POS NEG P05 NEG PDS -81.1 61.1 -47.9 47.9 -44.8 44.8 - 422 422 -39.7 39.7 B,E -78.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 78.0 70.0 - 75.0 70.0 - 75.0 70.0 -78.0 700 -78.0 70.0 -75.0 70.0 -76.0 70.0 NEGIPOS NEG I_POS,NEGJPOS 37 74 C.F -90.0 70.0 - 90.0.700 490.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -76.0 70.0 - 78.0 70.0 -73.7 70.0 - 87.9 87.9 -59.0 58.0 -62.5 52.8 -90.0 70.0 - 90.0 70.0 - 90.0 700 -80.0 70.0 -90.0 70.0 -499 49.9 - 48.4 48.4 - 43.6 43.6 -41.1 41.1 -38.6 38.6 391/2 79 0,E -76.0 70.0 - 78.0 70.0 -76.0 70.0 - 75.0 70.0 - 78.0 70.0 -78.0 70.0 C,F - 90,0. 70.0 -90.0 70.0 80.0 70.0 -90.0 70.0,i;130.‘ 70.0, -00.0 70.0 A -760 70.0 -75.0 70.0 -67.8 67.8 - 82.1 62.1 -85.7 55.7 - 49.8 49.8 - 75.0 70.0 -7541 70.0 -75.0 70.0 - 76.0 70.0 -76.0 70.0 - 90.0 70.0 -90.0 70.0,90.0 70.0 - 90.0 70.0 -90.0 70.0 - 48.8 46.9 -43.6 43.8 -41.1 41.1 - 38.8 38.6 -36.6 36.5 42 84 8,6 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 CF -800 70.0 - 90.070.0 -90.0 70.0 -90.0 700 -901) 70.0 -90.0 70.0 A -75.0 70.0 -78.0 70.0 -62.4 62.4 -58.4 88.4 - 83.3 63.3 - 58.4 56.4 48 90 B,E -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -780 70.0 -75.0 700 C,P -900 70.0 - 80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -50.0 70.0 A -75.0 70.0 -70.3 70.088.0 58.0 - 64.6 84.8 -58.3 59.3 -636 536 -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -750 70.0 -90.0 700 + -900 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 -53.4 53.4 80.0 - 48.9 48.9 - 44.3 44.3 -41.9 41.9 -78.0 70.0 -780 70.0 -78.0 70.0 -75.0 70A -760 70.0 - 90.0 70.0 -90.0 70.0 - 84.5 70.0 -79.7' 700 -7613 70.0 -50.9 80.9 -47.61 476 - 44.7 44.7 -42.1 42.1 - 39.7 39.7 - 85.0155.0 -65.01 55.0 - 55.0155.0 - 55.0165.0 - 55.0155.0 - 65.0158.0 - 8601860 - 88.015 .0, - 58.01680 8,E -78.0 70.0 -78.0 70.0 -75.0 70.0 ' - 76.0 70.0 -75.0 70.0 - 76.0 70.0 48 96 6012 101 C,F -90.0 70.0 -800 70.0 90.0 70.0 -90.0 70.0 X0..70.0 -90.0 70.0 A -76.0 70.0 -68.0 65.0 - 54.3 64.3 -61.1 51.1 - 55.1 85.1 -51.4, 51.4 8,6 - 76.0 70.0 45.0700_75.0 70.0 - 75.0 70.0 -760 70.0 - 75.0 70.0 C,F -90.0 70.0 -90.0, 70.0 -90.0 70.0 -90.0 70.0 ;90.0,70.0 -88.0 70.0 A - 760 70.0 -80.8 60.8 -51.3 51.3 - 48.3 48.9 - 62. 62.7 -48.7 48.7 8,E -75.0 70.0 - 75.0 70.0 -78.0 70.0 -78.0 70.0 -75.0 70.0 •75.0 70.0 -750 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0% -780 70.0 -88.2 70.0 816 70.0 489 70.0 -72.4 700 -69.2, 69.2 -455 48.8 -45.3 45.3, -42.8 42.8 - 40.4 40.4 - 38.4 38.4 - 75.0 70.0 - 75.0 70.0 -76.0 70.0 - 75.0 700 - 75.0 70.0 80.9 70.0 -75.0 70.0, - 70.7 70.0 -67.3 87.3 -64.1 84.1, - 46.9 48.9 - 43.0 43.5 -41.3 41.3 -392, 39.2 -31.1 37.1 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 -78.0 70.0 - 74.3 70.0 - 88.0188.0 - 55.0155.0-55.0155.0 43.01 68.0" 85.0j 58.0 -55.01-55.0 - 55.0155.0 - 85.0165.0 - 5321632 C F -90.0 70.0 -90.0 70.0 - 90.0 70.0 - -. 0 70.0 -90.0 70.0 - 812 70.0 - 78.7 70.0 -70.3 70.0 -50.8 58.8 83.5 A -75.0 70.0 -58.7 58.7 - 40.7 48.7 - 48.4 45.4 -60.0 50.0 .1 48.1 - 442 44.2 - 422 42.2 -40.1 0 -60.6 80.5 38.0 -36.2 .2 - 65.0 65. . - 52.6 52.6 -49.8 49.8 53 118 108 3/8 8,E -75.0 70.0 - 78.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 - 75.0 70.0 - 76.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.4 70.0 64 108 C,F -940 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 ;88.8 70.0 -78.4 70.0 A -75.0 70.0 -58.2 58.2 -47.9 47.0 - 44.5 44.5 - 49.1 49.1 - 46.3 45.3 -71.1, 70.0 �.5 666 ;830 830 .0 60.0, - 57.357.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.8 -389 35.9 B,E -75.0 70.0 -78.0 70.0 -750 70.0 -78.0 70.0 -75.0 700 - 750 70.0 -750 70.0 -75.0 70.0 -760 70.0 -75.0 70.0 -71.8 70.0 -53.8153.8 -48.4149.4 - 462148.2 5512 111 C F - 90.0 70.0 - 90.0 70.0 -90.0 70.0 ' 0 70.0 -86.9 70.0 48.0 70.0 A -75.0 70.' -67.1 87.1 -48.4 48.4 - 43.3 43.3 - 47.8 47.5 9 43.9 8,5 -76.0 70.0 - 76.0 70.0 - 75.0 70.0 - 76.0 70.0 - 76.0 70.0 48.0 70.0 57 114 CF_�0 700 -90.0 700 �A 70.0 .0 700 -84.3 70.0 -72.6 700 A -75.0 70.0 -58.2 582 -44.5 44.8 -42.1 42.1 -482 46.2 -422.5 42.5 B,E -75.0 -70.0 - 78.0 70.0 •78.0 70.0 - 76.0 700' -750 70.0 -75.0 70.0 70. 70.0 - 85.4 66.4 .-81,8 61.8 - 69.1 59.1 -50.4 56.4 -422 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 - 75.0 70.0 -76.0 70.0 -78.0 70.0 -74.3 700 -70.8 70.0 -68.4 68.4 836 836 - 60.1 60.1 ;57.5 57.5',84.8 04.8 -412 412 -39.8 39.8 -38.5 38.6 38.7 38.7 - 34.8 34.8 -52.8 62.8 - 48.4 48.4 -482 45.2 -75.0 700 -75.0 700 76.0 70.0 - 73.3 70.0 -89.0 696 41.1151.1 - 48.8148.8 4581 43.8 5812 117 C,F 80.0 70.0 -90.070.0.80.0 70.0 -90.0 70,Ir -91.8 70.0 -70.7 70.0 A - 742 70.0 -85.0 55.0 -43.4 43.4 -40.9 40.8 - 44.8 44.8 -41.3 41.3 B0 7 88.7 -61.8 61.8 -88.7 58.7 ;55.9 88.9 - 83.2 532 -40.2 40.2 - 38.7 38.7 - 37.8 37.8 -38.1 38.1 - 342 34.2 60 120 B,E - 76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 76.0 70.0 C F -90.0 '.0 0 70.0 -00.0 70.! --'.0 ' -78.4 '.0 88.0 68.0 A - 72.9 70.0 -83.4 53.4 -42.2 42.2 -39.7 39.7 .43.5 43.6 .40.4 40.4 B,E -750 70.0 - 75.0 70.0 -75.0 70.0 '-75.0 70.0 -75.0 70.0 - 76.0 70.0 -750 70.0 - 75.0 70.0 - 75.0 70.0 -72.2 70.0 -50.4 88.4 - 49.4149.4 - 482148.2 - 42.8142.8 -64.9 84.8 -80.4 60.4 -57.3 87 - 84.8 54.8 - 51.6 51.6 -392 39.2 -37.0 37.8 - 38.7 38.7 - 36.8 35.5 - 33.7 33.7 -47.8 47.8 - 43.8 43.6 -41.7 41.7 - 78.0 70.0 -75.0 70.0 - 73.3 70.0 1 71.0 70.0 87.4 87.4 C,F_ -900 70.0 - 90.0 70.0 - 90.0_70.0 -80.0 70.0277.1 700_- 07.3 67.3 - 63.3_83.3 -59.1 69.1 _55.9_., -.9 -53.0 53.0 -50.0 50.0_48.3148.3 -42.8142.8 - 40.8140.8 TABLE 7. "O °& 1/4-12 -1/4 XOX" WINDOWS TEST REPORT: FTL -3680 GLAZING OPTION: D.7/18° LAMI (3M8"H8,.090,3/161HS) AU. °0' SIZES • 60' WIDE x63° HIG ' 1 D 1 "1/4- 2- WI x ; ' HI o, -90.0 700 TABLE 7A. GLAZ G OPTIONS: D. 7 "0" &'1/4-12.1/4 XOX" WINDOWS (3/1 .'..09', ,1821 ' G. 3/16° LA 1(1 : A,AIR SPACE,7/ 8" LAMI -T. ALL "O° SIZES UP TO 60" WIDBx 76' HIGH AND ALL "1/4-1/2-1M XOX" SIZES UP TO 120' WIDE x 78" HIGH 1-55.0165.0 TEST REPORTS: FTL -4607, FTL -4808 6115.090,3/1 "H8) NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. x 2 0 4 X O F.K. Read fir aae 3/16419 knimear 8 A00GLASS TYPE £TO TABLES Ro•d& Oalir 7/10/03 Fx NO C10WGE THIS SHEET &ate, lifsblaase FIG 623/05 0 CHANGE ANCHORS' AND ADD 75 H1 OPTION F.K. 1317/02 C 1070 TECHNOLOGY DRIVE NOXOM!S. FL 24275 P.O. 1029 1401(0425. FL 24274 erg Visibly Heuer PRESSURES -O& 1 /4- 112- 1 /4XOXCONFIO WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT smdr law a w, nbo CA -740 7 d 13 , Seesakokt 7045 -8 I D Lune A. Tumor, PE. PE 558201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "X0" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16° LAMI (1/8"A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 38 38 318 43 ' 48 50 515 54 57 60 83 NEG POS NEG POS, NEG, POS NEG, POS NEG POS NEG POS NEG POS -70.0 NEG POS NEG POS NEG POS 'NEG POS 37 551/2 A -75.0 70.0" -75.0 70.0 -75.0 70.0 -76.0 70.0--75.0. 70A ' 75.0 70.0 -75.0 _ -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0- 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 - 72.1 70.0 - 89.5 89.5 - 87.5 67.6 68 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 87.7 - 64.9 84.9 - 82.7 82.7 - 80.4 80.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -88.4 68.4 -83.9 83.9 -60.0 60.0 -58.5 58.5 - 56.2 58.2 - 53.4 53.4 84 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 81.8 - 58.9 58.9 - 58.1 58.1 -63.8 53.8 - 80.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 - 88.4 88.4 -68.2 58.2 - 55.8 55.8 -52.6 52.8 -49.4 49.4 -46.9 45.9 - 43.1 43.1 70.917 105 3/8 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -71.8 70.0 -81.8 81.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 - 75.0 ' 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51,1 51.1 -47.9 47.9 .44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 _ 70.0 -754 _70.0 - 73.7 _ 70.0 287.9 87.9 =59.0 59.0 -62.8. 52.8 -49.9 49.9 -46.4 48.4 -43.5 43.5 -41.1 41.1 - 38.8 38.6 TABLE 9. , "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1iS,.090,1/8 "HS) E. 13/16" I.AMI (1/8118,3/8° SPACE .5 /18° LAMI -W/ 1/8"15,.090,1/8 "HS) ALL ")CO" OR "OX" SIZES UP TO 74° WIDE x 83" HIGH AND ALL "1/3-1/3-1/3 XOX SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "X0" or "OX° & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7116° LAMI (3/18"4,.090,3/18 "HS) ALL'7(O° OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 63° HIGH 1-90,01 70.0 1 3 X O 1 3 X X O O TABLE 10A. 'XO° or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"4,.090,3118 "HS) F.13/16" LAMI (1 /8°A,AIR SPACE, 7 /18° LAMI -W/ 3/16 "4,.090,3 /16"HS) ALL "XO° OR "OW SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76° HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. st Coo F.14 3125103 Kass* Fx Hose x Hose as FX Hes 7/10523 8119135 8 Roams. ADD (US$ TYPE E TO TABLES NO CHANGE THIS SHEET c Hoots= 0 CHANGE ANCHORS AND ADD 78" HEIGHT OPTION ma: 12/17/02 Ghedaus 1070 TECHNOLOGY DRIVE NOXOMI$ PL 34278 P.O. BOX MN NOKOMS, FL 34274 PT Vir/b!y 8eaer PRESSURES- XO, OX, 81/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sa�,ue�oe": aw. avert cA740 NTS 8 d 13 aae,m 7046.8 I D Lucas A. Turner, P.E. PE 888201 Meahankai COMPARATIVE ANALYSIS TABLE 11. "XO° or "OX° & "XOX° UNEQUAL LUTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL-4507, FTL-4608 GLAZING OPTIONS: A. or LAMI (1/8"A,.080,1/81HS) B. 5/18" LAMI (1/8"HS,.090,1/8'14S) C. 7/18" LAMI (3/18°A,.090,3/18°HS) E. 13/18° LAMI (1/81- 18,3/8" SPACE,5J16° LAMS -W/ 1/8"HS,.090,1I8"HS) F. 13/16° LAMI 11 /8•AAIR SPACE,7/16" LAMI -W/ 3/18 °A,.080,3/18"HS) HEY IT WIDTHS XOX° VENT FIXED 89284 19.125 31.014 ' 88:919' 24 ` 38.919 95.973 27 108.849 30 42.973 A B,E C,F A BE .OF A 48.849 115.892 32 51.892 122 33.887 54.627 123.135 34 55.135 128.000 34.791 58.418 130 35.898 58.209 130.378 35 58.378 134 37 60 BE C,F A 8,E CF A 8,E; C,F A B,E C,F B,E 8,E C,F, A B,E C,F A BLE CF A 28 38 38 3/8 43 NEC POS NEG POS NEG POS NEC P08 - 75.0 70.0, -76.0 70.0 -75.0 - 75.0 70.0 -75.0 70.0 -75.0 -90.0 10.0,80.0 70.0 -960 -75.0 70.0 - 89.1 89.1 -63A -75,0 70.0 76.0 70.0 -76.0 -90.0 70.0 , -900 70.0 0 -75.0 70.0 - 60.5 60.5 -57.2 -75.0 70.0 -75.0 70.0 -75.0 -90.0 700 -90.0 70.8, -90.0 -75.0 70.0 - 53.6 53,5 -50.4 -75.0 70.0T-75.0 70.0 -75.0 - 90.0 70.0 -90.0 70.0, -90.0 -76.0 70.0 -40.9 49.9 -46.8 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 47.3 47.3' -44.0 70.0 -74.1 70.0 -75.0 70.0 -80.0 63.4 -58,5 70.0 -75.0 70.0 , -800 57.2 -62.1 70.0 -75.0 70.0 -80.0 50.4 -54.6 70.0 75.0 70.0 -90.0 46.8 41.3 70.0 -78.0 70.0 -90.0 44.0 -48.4 - 75.0,70.0., -75.0 70.0 -78.0 40.0 70.0, -90,0 70.0, -900 -75.0 70.0 -48.8 46.8 -43.8 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 -900 70.0 .- 80.0,70.0' - 90.0'70.0' -85A -75.0 70.0 -45.5 45.8 -42.8 -75.0 70.0 -76.0 70.0 -75.0 -80.0 70.0 -90.0 70.0, -90.01 -74.4 70.0' -430 436,,-41.2 -75.0 70.0 -75.0 70.0 -76.0 -80.0 70.0 -90.0 70.0 -90.0 -74.3 70.0 - 43.5 43.5 -41.0 -76.0 70.0 - 76.0 70.0 -75.0 - 90.0 70.0 -90.0 70.0e -90.0 - 72.8 70.0 -422 42.2 -39.7 70.0 -75.0 70i, -85.8 43.8 -47.9 420 -48.7 70.0 -78,0 70.0 -82.8 41.2 -45.1 10.0 -76.0 70.0 -79.9 41.0, -46.0 70.0 -75.0 70.0 -79.6 39.? -43.5 70.0 70.0 70.0 56.5 70.0 70.0 82.1 70.0 70.01 70.0 70.0 51.3 70.0 70.0 48 50 518 54 87 60 83 67 72 78 NEC POS NEe POS NEC POS NEG POS NEC POS NEC 706 NEC POS NEG PDS NEC P03 53.3 -50.5 80.5 70.0 -75.0 70.0 -84.9 84.9 -60.8 60.8 - 58.1 58.1 - 56.1 56,1 -53.3 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 •50.4 50.4 -47.6 ,47.5 - 44.1 44.1 -41.6 41,6 -39.2 -75.0 70.0 -76.0 70.0 -75.0 760 - 75.0 70.0' -75.0 -90.0 70.0, -90.0 70.0 -90.0 700.-900 700 -89.4 452 55.2 - 52.6 52.6 -49.1 49.1 - 48.2 48.2 -43.6 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -870 70.0,- 91.9 70.0 -77.2 - 50.7 50.7 - 48.2 48,2 ,0 - 44.9 44.9 -42.0 42 -40.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 X4.7 70.0 - 79.04.700 -73.8 70.0 - 69.7 69.7 -98.3 484' 70.0 70.Q 47.9 70.0 70.0 48.7 70.0 •17.4 47.4 - 45.5 45.5 - 42.7 42.7 - 40.7 40.7 -38.6 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 - 78.6,170.0 -73.2 70.0.88.3 68.3 -84.k 64.8 41.4 - 44.7 44.7'- 42.8 42.8 -41.4 41.4 -39.5' 39i" -37.5 -75.0 70.0 -78.0 70.0 -76.0 70.0 - 78.0 70.0 -74.9 -74.0_70.0 -89.4 80.4 ; $4.7 84.7 -61.0 61.0 -58.4, - 44. 44.3 -42.4 42.4 -41.1 41.1 - 39.3 39.3 -37.3 -75.0 70.0 -75.0 70.0 75.0770.0 -75.0 70.0 -74.6 -73.1 , 3.1 70.0 48.@68.8 -84.1 84.1.-60,5 80.5 47.9' - 43.1 43.1 -41.8 41.8 -40.2 402 -38.7 38.7 46.9 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.Q; 71.3 70.0 -87.34, 87.3 -82.0 62.5, -592 592, -58.5 -41.5 41.6 40.4 40.4 - 38.9 38.9 -37.7 37.7 -36.2 45.1 70.0 70.0 45.0 70.0 70.0 43.5 -76.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -72.4 -89.3 89.3 -85.33 85.3 -60.6 60.6 - 57.8 57.6 -54.7 -41.4 41.4 - 40.3 40.3 - 38.8 38.8, -37.8 37.6 -36.1 -75.0 70.0 -78.0 70.0 -75.0 70.0 - 75.0 70.0 -72.3 -89.1 69.1 -861 85.1 40.5 60.5 -87,4 57.4 -54.8 - 40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 337 -35.5 B E -78.0 70.0 -75.0 70.0 -75.0 C,F _ -80.0 70.0 -90.0 70.0 -90.0 "X0° & "OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 70.0 -75.0 70.0 -77.1 70.0 70.0 - 75.0 70.0 -76.0 70.0 - 75.0 70.0, -73.3 70.0 -71.0 - 67.3.87.3 - 83.3 83.3 -59.1 59.1_ -55.9 555.9_ -53.0 70.0 40.0 70.0,55.0) 55.0 - 56.0155.0 - 55.0155.0 392 38.9 70.0 -73.8 70.01 • 70.0 452 70.0, - $5.0166.0 -- 55.0155.0 - 55.0155.0 43.8 -41.1 41.1 70.0 -75.0 70.0 70.0 -73.1 70.0 - 85.0 55.0 - 55.0 55.0 -55.0 85.0 40.1 -38.0 38.0 70.0 -75.0 70.0 88.3 -83.1 83.1 55.065.0 45.0 (,65.0 - 52.2182.2 38.6 38.8 38.6 70.0 -732 y0.0 61.4 - 58.8 68.8x- 68.0165.0 - 60.91509 - 47.7147.7, 37.5' -35.7 35.7 70.0 -71.4 70.0 88.4 - 55.7 55.7 - 62.1152.1 - 47.7147.7 - 44.8144.6 37.3 -35.5 35.5 70.0 -71.0 70.0 57.9{x552 652 - 61.5151.5,47.2147.2 - 44.0[44.0 36.9- 38.035.0 70.0 -70.1 70.0 56.5 - 53.8 63.8 - 50.1150.1 - 45.8145.8 -43.0[43.0 362 -34.3 34.3 70.0 -88.8 88.8E 54.7 -51.9 51.9_48.1148.1 - 43.9143.9 -41.9141.9, 38.1 - 34.3 34.3 70.0 -68.6 68.8,,, 54.8 -81.7 81.7 -48.0148.0,- 43.8)43.8 - 41,8141.8 35.5 - 33.7 33.7 70.0 - 87.4 87.4 53.0 -50.0 50.0 -48.3148.3 - 42.8142.8 - 40.8140.8 TABLE 12. "X1h1 "0X° & '%OX" UNEQUAL LCCE V/MSMDOWS TEST REPORT: FT13580' GLAZING OPTION: D. 7/18" LAMiI(3/'16"HS,.000,3/1614S) ALL 'XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80° MAX. FIXED WIDTH AND ALL ' XO" 01.0X" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80° MAX. FIXED WIDTH )-90.0170.0 TABLE 12A. "XO" or "OX" & ") OX" UNEQUAL UTE WINDOWS TEST REPORTS: - 714580, FTL -4607, F7L -4808 A GLAZING OPTIONS: D. 7/18" LAMI (33/189HS,.090,3/18°HS) G. 13/18" LAMI (1/8°A,AIR SPACE,7/18" LAMI -W/ 3/16°HS..090,3/16"HS) ALL %OX' SIZES UP T0134° WIDE x 76° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "910" or "OK' SIZES UP TO 97° WIDE x 76° HIGH WITH 37° MAX• VENT WIDTH AND 60° MAX. FIXED WIDTH I- 56.0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR ® 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 612 SCREWS, DESIGN PRESSURE lS LIMITED 70 69.6 P.S.F. For 3125/03 Da": 7/1603 6123/05 X17/02 ADD GLASS TYPE ETO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 78-HEIGHT OPTION acc 1070 TECHNOLOCYDPoVE NOKOMIS, FL 34275 P.O. BQX 1528 NOKOMIS, FL 34274 Visibly Bauer PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 6A•740 tN TS 9 13 lsWkx 7045.8 1 RD x 0 x UNEQUAL UM x 0 UNEQUAL LITES 0 x UNEQUAL UTES Lucas A. Turner, P.E PE B58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL., SHEET 11® 1-] MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE -- DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 no • REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) 0 • MAX..WIDTH (SEE HT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) m oe 00 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX L. MAX. VENT 4+ DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SUOWICrREN » ae tiCede es ecenplyIng with Os Plaids 201$ fialo ems: ee emeriti F.K. R"aeen FJL @Valet. F.K. Oar E ADD 13HB•1. GLAZING BEAD ITEM Date 7/10/03 Ot23/05 ttec 17/02 ksalins C arAdow D CL,andan SHOW TOPtow CHO SHE NO. REF. AND ADD ITEM 139 1 1070 TEONN0LIXGYDRNE NOKOMIS, FL 34278 P.a BQK 1822 NOKOMIS, FL 34274 BGT Visibly Berrer SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT 04740 NTSS 110 d 13 1 704543 I D 1 f /2r /o( Lucas A. Turner, P.E. PE 968201 Mechanical FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X° FRAME JAMB #12x1 PH irEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATT: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB / "O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" .095" -T. .440" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159 2.139" OSASH FRAME HEAD, SILL, JAMB MAT'L: 6083 -T6 DWG# 7003A 2.784" OFIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784° FRAME HEAD, SILL, JAMB MATT: 6063 -T6 DWG# 7002A Roma* F.K. vex 3/23D3 Nensws: 8 mit . 7/10103 klefitime C NO CHANGE THAS SHEET NO CHANGE THI$ SHEET Rime Br FA 'bate 6#3/08 Ray Wow D ADD HEM 88 Omer 94,11r 2m�a"ar F.K. 12/17/02 5070 TECHNOLOGY DANE NOKOAMS R 342Th P.C. BOX 5529 NOHOW, FL 94274 Vlstbly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT axa NTS 11 a 13 aww+me CA.740 0$ 7045,9 lVZI /o S" LucasA lonec, A.E. PE 068201 MetaNCat PARTS LIST ITEM DWG# PGT.0 DESCRIPTION 1 7002A MAIN FRAME • HEAD, SILL & JAMBS 2 1155 781PQA 68 X I QUAD PH SMS 3 7008 70834A FRAME CORNER LEY 4 7003A 1 1/2 °X1/2°X118° CLOSI%D -CELL FOAM TAPE 5 7003A 781PQA SASH • TOP, BOTTOM & SIDE RAILS 6 1155 78LPQA 68 X I QUAD PH SMS 7 7011 67017K BULB WEATHERSTRIP .187X.240 . 8 7009 67407 \EASH CORNER KEY 9 7024 13/16° MAXIM MULTI-POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/16118 GLASS WITHAN.090 DI ERLAYER • SOLUTIA OR DUPONT PVB 88. 61•24 X.362 PIL PN. TYPE F 12 7014 3/16119 & 3/16119 GLASS Wan! AN.0901NfERL►YER • SOLUi7A OR DUPONT PVB MULTI- -LOCK KEEPER (411. & L.H.) 13 1137 78X78PPSMS 88 X 875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7013 TIEBARASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 68.32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L11. & R.H. 22 7858ZA 68 X 5/8° FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12' HINGE (HEAVY DUTY) 26 710x12FP 410 X .500 PH. PJE.. 30 5/16° LAMINATED (l/8A & 1/8113 GLASS) .090INTERLAYER • SOLUITA OR DUPONT PVB 31 5/16° LAMINATED (1/81IS & 1/8118 GLASS) .090 INTERLAYER • SOWTTAOR DUPONT PVB 32 7/16° LAMINATED (3 /I6A & 3/16118 GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16 LAMINATED (3/16118 & 3/16118 GLASS) .0901NTERLAYER • SOLUIIAOR DUPONT PVB 40 7036 GLAZING BEAD (5/16°) 41 7042 GLAZING BEAD (7/16" 43 1224 677247 V WYL BULB 1VSTP (CHICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOIID 46 1634 616311. wawa BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61633K SCREEN SPLINE • SERRATED 54 331 60976 CASEMENT SCREEN CUP 55 78x12PSTWI3 68 X .500 SQ. 7N. MK SMS 67 70044 67004 CAS1711AME 458'?. '11)811 68 712X1W11 812X I °P11. 91BL. TEX. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP •ON T HANDLE KNOB 72 7018 791..DHD FOLDING 114/01.8 grad er Padr FJG 3728103 7bddar. WAN F.K. 740413 7metlar ems. FJC 6129105 itsrkkaK 8 7rorabmc C aeddo,a- 0 AOC 19/16 LG. 004188 8 GuAZING BEAD NO CHANCE THIS SHEET ADO EOUN. TOTEM 44, SILICONE ANDADD 1TEM887, 88 AND 89 cw.°Sr ors craw r Oak. PIG 12/17/02 PARTS LIST CONT. ITEM DWG 5 PGT. 0 DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X .750 QUAD PN EMS 80 7003A 1 FIXED WINDOW FRAME - HEAD, SILL & IAMBS 81 1155 781PQA 68 X 1 QUAD PN SMS 82 7010 FDCBD FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 83 7047 67407 OlA21140 BEAD (13116" LG.) 66 13/16° LO. GLASS (1/8918, AM SPACE, 5/16°LAMI) 5/16° IAMI ' (22) LEES OF 11811S GLASS WITH AN.090INTERLAYER- SOLUTLA OR DUPONT PVB 87 13/16° LG. GLASS (USES, AIR SPACE, 7/16 °LAND 7/16° LASE m 3/16A & 3/16118 GLASS WITHAN.090 DI ERLAYER • SOLUTIA OR DUPONT PVB 88. 13/16" LG. GLASS (1/8"118, AIR SPACE, 7/16°[4397f16° IAM1 e 3/16119 & 3/16119 GLASS Wan! AN.0901NfERL►YER • SOLUi7A OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" 0 5/16° GLAZING BEAD MAT'[: 6063 -T6 DWG# 7036 .523° .050" 41 7/16" GLAZING BEAD MAIL: 8083 -T6 DWG# 7042 .040" 1.000" .423" 0 CASEMENT SCREEN FRAME MAT'[: 6063 -76 DWG# 7006 1 a r" .289° .040" -1 -y f -•- .172° .870" .050" I- .569" 0 13/16" GLAZING BEAD MAT'[: 6063 -T6 DWG# 7047 1.124 "I�- .125° .062" INSTALLATION HOLE COVER MArL: 6063 -T6 DWG# 7007 2.701' .093" 0 CASEMENT FRAME ASSEMBLY TUBE MArL: 6063 -T6 DWG# 7004A PRODUCT RENEWED B whk the Floes N, i; °• ,�'Z 13310 Y / i1S' romTECHNDL 34878 PARTS UST & EXTRUSIONS mow ALUMINUM CASEMENT WINDOW, IMPACT P0.8041528 CA-740 I NT S J ae12 13 1 7045.8 NDoMs FL 9aa74 Visibly Bator 8.'"4"'d c °ar 11 /2l /GSA Um A 1't910er. P.E. PE 850201 Mechanical s A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 r ®SEE NC+TZ. 1112" ,,,_ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/40 MAX. SHIM r— A SEE NOTE 1 SEE NOTE 4 114° MAX. SHIM ASEE NOTE 1 ,A SEE NOTE 4 • 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM f�- A SEE NOTE 2 I L OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ®SEE NOTE 1 1 1/2' I..- MIN. . FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --y ASEE NOTE 1 SEE NOTE 4 A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE r SEE NOTE 4 11/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. 0; . a,■■.!%r'yY Sager a i0 air FIG 3x28103 8 NO CHANGE THIS SHEET Trormrer F.K. Asissw 7/10/0.9 C NO CHANGE THIS SHEET kamer. MSS= FJC 8/23108 D REVISE NOTES AND REMOVE VI, TAPCONS 8 814 SCREWS der pas CtoSs tler Osa F.K. 12/17102 fo7o ISCHNOLOOY DRWE ANCHORAGE DETAILS NORMS. FL 3e275 ALUMINUM CASEMENT WINDOW, IMPACT P.O. BOX 1628 t NOXOMI3 FL $8274 Visa& Better a I NTS I 13 d 13 �u�. 7045 -8 CA-740 1l' Lucas A. Tumor, P. PE 868201 Mechanical