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WS-10-1201- GIs ) f(1)F- BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) Joky\ J..5 -2__ Phone # Owner's Address 118 iJ€. 10a S f . City M t C,s State FL Tenant/Lessee Name 0 t t°1 P Email Qualifier Name &x i Co o ex t '-f t Value of Work For this Permit $ O, 000. CEO Type of Work: ❑Addition Describe Work: Miami Shores Village 10aMEWTED Building Department 11 JUN 3 0 2010 gg 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.��Vly 0 1 2-0 Master Permit No. ❑Alteration b 1 Violation date: ❑New Zip 3 1 3g Phone # 1 � nitE 1 t'- 54 Job Address (where the work is being done) City Miami Shores Villa a County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 7(kew■ i ` Cp S tO s n1)0 Phone # Contractor's Address Li go Co s 4 5+ City 1-\ i0.k£t�.� State FC Zip 350 1 �� Phone # .6S I D-( 30s sa-6- l State Certificate or Registration No. Certificate of Competency No. - Contact Phone 30S l am = - I D 1 E -mail � Oo ••e i It €' aq a 1 1. Co eel Architect/Engineer's Name (if applicable) Phone # / Linear Footage Of Work: c 59 ❑ Repair/Replace ❑ Demolition 0 11/ . aft .` * **x **** * **** ** * *** * **** *** **********F s **�� ****** * ** ** * * * * * ** ** * * * **v* ** * * ** * * ** Submittal Fee $ � • a J Permit Fee $ r -7 /O CCF $ (OW CO /CC .$ Notary $ Training/Education Fee $ 2'C Tebhnology Fee $ 6 Scanning $ 1 Radon $ DPBR $ Bond $ Double Fee $ Structural Review. $ Total Fee Now Due $ Sep Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature x ( , v V ( 0 - 0 z 0 -y61- 64- I 7G - c Signature v Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by 3 who is personally known to me or who has produced As identification and who did take an oath. NOTAR PUBLIC: 6/ 49 0 11 % Notary Public State of Florida Rosa 1 Palacios z My Commission DD941804 p dr Expires 12/28/2013 (Revised 07 /10 /07)(Revised 06/10/2009) Engineer The foregoing instrument was acknowledged before me thisoa day of '.3 J , 20 ,by 1. u ex r ex who iie sonally known to m or "who has produced as identification and who did take an oath. NOTARY PUBLIC: ) ir@tiotary Public State of Florida F Rosa 1 Palacios My Commission D0941804 Expires 12/28/2013 Contractor Clerk checked Inspection Number: INSP - 147451 Permit Number: WS -6 -10 -1201 Scheduled Inspection Date: August 24, 2010 Inspector: Bruhn, Norman Owner: LANIO, PEDRO Job Address: 118 NE 102 Street Project: <NONE> Miami Shores, FL Contractor: YAMILL GLASS & WINDOW INC Building Department Comments WINDOWS 7 DOORS INSTALLATION Passed,7 Failed Correction Needed Re- Inspection Fee August 23, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060131890 Phone: (305)253 -5211 Page 11 of 35 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION , 2010W Pi OR Bk 27337 Ps 1537; (be) TAX FOLIO NO. 11 -0 0 0 13 1 0 RECORDED 06/30/2010 11:36:52 :: HARVEY RUVIN, CLERK OF COURT PIIAI'tI -DADE COUNTY, FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA: . COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. . 1. Leal descr' tion of property and street/address: Lo I 1- )3 - o f . .ia. i. Shore S StJ1ern 1 n+�e4 10 6 Jo � t7o 1 8 e loR • 2. Description of improvement K &c "t' ,L- r1S I IM Po:G 3. Owner(s) name and addr ss: Tb � Y 1S e. 1 1 i 6 . � ; Sln o f •e.-S, FC. Interest In property: = ® Le..) fl Q.0 Name and address of fee simple titleholder: 4. Contractor's name arid address: Ci v .∎ \ Crt la 4 WI ind o to 0 8 `{ S f ti i ckteo-Gt l FL 33 U (c( .. . 5. Surety: (Payment bond re Name and address: Amount of bond $ 6. Lender's name and address: Vti'i i (JETS n'�ra;z '/ ; n, t o 7. Persons within the state of Florida designated by wn r � ,y d ar . {k . 8 I . -_. s ent maybe served as provided by Section 713.13 )(a)7., Florida Statutes, Name and address: • -1� . 8. In addition to himself, Owners designates -the following person(s) to receive a copy of the Lieno rs Notice as provided in Section 713.1 Florida Statutes. Name and address: 9. Expir ion date of this Notice of Commencement: (the expiration diffe(ent,fia)k je specified) - Si ture of Owner Print Owner's Name - Notary Public Print Notary's My commission expires: 123.01 -52 PAGE4 10/04 NOTICE OF COMMENCEMENT 111111111111 111111111111111111111111111111111 uired Vt . f�- oo . 1aov - -176 li h h I S2 by.owner from contractor, if any) STATE OF FLORIDA, COUNTY Os DADE H FRBYr:I= 'io�:'��• Pal firlra in this o f Jo � r �1 / Sworn to and subscribed before me t , . day of TO " -- , 20 it. Address: 0 (t) S date is 1 year from the date of recording unless a Prepared by Eta -A 1 eAlAttAA • PRODUCER • iSure Insurance Brokers 2700 SW 137 AVE Miami FL 33175 . Phone 305 -223 -2533 Fax :305-220-0765 POLICIES REQUIREMENT. PERTAIN. NSF • • THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONI_YAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND ALTER THE COVERAGE AFFORDED BY THE POLICIES OR BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED . , • Yami.11 Glass & Window, Inc. 480 1ea�a8FLS33014 -3601• • • INSURER A Scottsdale Ins . 4129 7 INSURER E: INSURERC: • I NSURER 0: • �� AUTHOR REPRESENT INSURER E: THE ANY MAY POLt9i83, LTR A POLICIES REQUIREMENT. PERTAIN. NSF • SHOULD ANY OF THE ABOVE neSoRmE0 POuCtE$ CAN1`.ELL$D BEFORE THE EXPIRATION - =Maw DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRIT PERIOD INDICATED. THIS CERTIFICATE MAY EXCLUSIONS AND CONDITIONS DATE [M 04/20/11 NOTWITHSTANDING BE ISSUED OR OF SUCH • ' UR HAGH • $1, 000 000 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE T000 SO SMALL PREMISES (Eaeccurence 51OD r 000 IMPOSE NO °smaWN OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR Miami Shores Village building Department. • REPRESENTATIVES. • �� AUTHOR REPRESENT 10050 N4 •, 2xid 1>,1W49 � / `Vowrea Mi ami Shores FL 33138 • $ 00,000 - THE ANY MAY POLt9i83, LTR A POLICIES REQUIREMENT. PERTAIN. NSF • AGGREGATE GENERAL X OF INSURANCE USTED BELOW HAVE TERM OR CONDITION OF ANY THE INSURANCE AFFORDED BY THE UMITS SHOWN MAY HAVE tYPEOFINSURANCE LIABILITY COMMERCIAL GENERAL UALIILITY BEEN ISSUED TO THE INSURED NAMED CONTRACT OR OTHER DOCUMENT WITH POLICIES DESCRIBED HEREIN IS SUBJECT BEEN REDUCED BY PAID CLAIMS. POUCYNUMBER CPS1196943 • ABOVE FOR THE POLICY RESPECT TO WHICH TO ALL, THE TERMS, DATE (M UDDIYYYYI 04/20/10 PERIOD INDICATED. THIS CERTIFICATE MAY EXCLUSIONS AND CONDITIONS DATE [M 04/20/11 NOTWITHSTANDING BE ISSUED OR OF SUCH • ' UR HAGH • $1, 000 000 PREMISES (Eaeccurence 51OD r 000 CLAIMS MADE 121 OCCUR 'MED EXP (Any one person) $ 5 , 000 PERSON &ADV1NJUR $ 00,000 GENERAL AGGREGATE • S 2,000,000 GEN'LAGOREOATELIMrr APPLIES PER; PRODUCTS . COMP/OP AGG 32,000,000 POLICY JC6r LOC A AUTOMOBILE LIABILITY • ANY AUTO ALL OWNED AUTOS , SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS • • CP81196943 • . 04/20/10 04/20/11 . COMBINED SINGLE LIMIT (Ea =Want) $1,000,000 • _ BODILY INJURY (Parparson) • $ • • • BO DILY INJURY (Per naddenI) 5 X PROPERTY DAMAGE (Paracddank) $ . GARAGE LIABILITY ANY AUTO . • AUTO ONLY. EA ACCIDENT 5' • OTHER THAN EA ACC 5 AUTO ONLY: AGO $ ^EXCESS l UMBRELLA LIABILITY OCCUR El CLAIMS MADE DEDUCTIBLE RETENTION 5 EACH OCCURRENCE 5 • • AGGREGATE S S 'R 5 $ ) WORKERS ANO EMPLOYERS' ANY PROPRIETORIPARTNERIEXECUTIV M S PECIAL COMPENSATION LJABIUTY N H ) LU • V (TORY LIMITS E. E.L EACH ACCIDENT r 5 El. DISEASE - EA EMPLOYEE $ In PRO ISIO VLS10NStwtdw Et, DISEASE . POLICY LIMIT S OTHER • DESCRIPTION OF OPERATIONS / LOCATIONS / VBNICLES /EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS Glass & window sales. Door, Window or Assembled Millwork- • Installation. • • ' Rte® CERTIFICATE OF LIABILITY INSURANCE OPID YL X AMI L - 1 COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) CANCELLATION The ACORD' name and logo are'registered marks of ACORD DATE (MMJDDirtyY) 0 ® 2009 ACORD CORPORATION. All rights reserved. Form - Certificate Of Insurance PRODUCER (813)637 -8877 Insurance Office of America, Inc. 4915 W. Cypress Street Suite 100' ••• Tamps, FL 33607 . INSURED pyramid Employer Services' III, Inc. 9843 18th St N., Suite 150 St Petersburg. FL 33716 -4209 IN$R LTR COMM GENERAL. LIABILITY CLAIMS MADE DOCCVR GEN'L AGO LIMIT APPLIES PER: POL PROD f LOC OMOBILE LIASI 'CERTIFICATE HOLDER 1 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 .CERTIFICATE OF LIABILITY INSURANCE Alternate Employer.Yarnil) Glass & Window, Inc • • FAX (8 POLICY NUMBER DESCRIPTION OF OPERATIONS /LOCATIONSAIEHICLES/EXLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Coverage is provided for only those employees leased but not subcontractors of Pyramid En ploycr Services 111, Inc. and Yanull Glass & Window, Inc.for any job, operation, or project performed during the above policy period. Addendum to cancellation: 10 days notice applies for non - payment of IADDITIONA1, INSURED( INSURER LETTER http://ioacadoausa.corn/ClientAccess/active/certliabform.asp DATE (MM/DDNY) 311/2010 • • THIS CERT.IFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMMEND; EXTEND OR ALTER THE COVERAGE AFFORDED BY•THE POLICIES BELOW. INSURERS•AFFORDING COVERAGE INSURER A: Guarantee Insurance Co 11398 INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES 1H5 POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED' NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EXPIRATION DATE (MMIDDIYY) • ENERAL LIABILITY TYPE ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS • NON -OWNED AUTOS GE LIABILITY ANY AUTO SS LIABILITY • RKERS COMPEN$AT1 • N AND GPEO120000001-110 01/01/2010 01/01/2011 X WC Limb Steer. toy ER E.L. EACH ACCIDENT E.L. reSEASE.FA EMPLOYEE EL DISEASE -POLICY LIMIT DYERS' LIABILITY COMBINED SINGLE LIMIT (Ea dent OPERTY DAMAGE (Per dent) UTO ONLY - EA ACCIDENT POLICY EFFECTIVE DATE 1MM/00/VD CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUSNG INSURER WILL ENDEAVOR TO MAIL,'SDAYS WRITTEN NOTICE T TO MAIL SUCH NOTICE THe HOLDER NAMED TO THE PE O R NO OBLIGATION OR LIABIU Y OF ANY KIND UP N THE S AGENTS OR SHALL REPRESENTATIVES. Authorized Representative Herman Peery • L IM IT S H OCCURRENCE FIRE DAMAGE (Any one (fro) ED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE RODUCT$.COMP/OP AGO Page 1 of S 1 .000.( S 1.000.1 S 1.000.( 3/1/2( MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. . 1st FLOOR MIAMI, FL 33130 • 370794 -1 SU YAM T L L M G L A S C S O T' 8 e .WINDOW INC 480 W.84 ST . • '33014 HIALEAH' r DW AMILLL & WINDOW !Gear RE 1 Ayr SALES lips ul oNLY A LOOM- SV$INE88 TAX RECEJPT. K O O NOT THE F'R O T O VIOLA ANY EaEflN ROCULATCRY OR ZONING IAWB OF TNQ caWJYY OR CIRES. NOP ONES IT EXEMPT PM HONER FROM ANY OTHER PERMIT OR LICENSE REOUIREO BY MW. THIS IS NOT A CEITImoknoN OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECIIIVEC COLLECTOR; E COUNTY•TAX 07/06/2009 0901.0350001 '000045.00 MIAMI -DADE COUNTY 40 W. FLAQLER ST. _ 1st FLOOR MIAMI, FL 33130 • SEE OTHER SIDE • aus NAM / LO M ..OWNER YAMILL GLASS & WINDOW INC Sac. pe of Business ' r ain FR016 ANY CT I Pr �M ECUI �T R EC � PAYMENT RECEIVED MIAOUJ.CDCAT IE COUNTY TAX 09010349001 nnnn41.nn 2009 , LOCAL_ BUSINESS TAX RECEIPT 2010 MIAMI -DADS COUNTY - E OF FLORIDA I FXPIFt • T. 30, . MUST BE f5f • +• - I • - = SINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS 18 NOT A BILL - DO NOT PAY N RECEIPT NO. INC 107 , p0 NOT FORWARD YAMXLL GLASS & WINDOW INC RAUL GUERRERO PRES 480 W 84 ST #107 HIALEAH FL 33014 2009 LOCAL BUSINESS TAX RECEIPT 2010 MIAMI -DADE COUNTY - STATE OF FLORIDA ; EXPIRES SEPT, 30, 2010 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY COPE CHAPTER BA - ART. 9 & 10 • THIS IS NOT A BILL •- DO'NOT PAY ,:392711 -9 . . . , 'RENEWAL }1ECEIPTNO. • 410028 -5 YAMILL GLASS & WINDOW INC CC 4 97B500324 ' 480 W 84 ST • 107 33014 'HIALEAH .96 SPECIALTY BUILDING CONTRACTOR ' T 1S E NLY A LOC 81 WNEas'tAX REOEP . n• Don NOT PERMIT THE HOLDER TO VIOLATE ANY EIUSTING 000ULAT0RY 09 ZONING MWB OF THE COUNTY OR CITES. NPR D00$ R ��yy EXEMP, The NOT A CEI%11P CA11ON OF THE Ho1.00R'S CUAUFICA. rms. • EMPLOYEE /S 5. 11411, „I1 111, IIII I1l I>„ Ill IilfIiillil ;,llllil,I11:11JI1JJ4II - WORKER /S 4 DO NOT FORWARD YAMXLL GLASS& WINDOW /NC RAUL GUERRERO PRES 480 W 84 ST #107 HIALEAH FL 33014 . RENEWAL • • H.l1 • 11.1. .1..11. :11,.11.,.sl di 315360 - 8 • • • FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO.231 • • FIRST CLASS U.S. POSTAGE PAID ' . MIAMI, FL . PERMIT NO. 231 Receipt hotder must ; regIsterin the city• .• .Where work Is to be • gene. • PiNieeNT MEWED ' ° .• ° .''agt00001 • ,06 's =000200 .• ':.`:::• • UNICIPAL'CONTRACTOR'S •M1.6 4141ADE•.000 =.4 TAPE 0, DLO ..:., URSUAI T TO CCU z 0!1ES� : ,11 •• 30 4100285 .' I�IOTA BILI • RECEIPT NO. p L . B YA IN Glt�SS NDQir1 I NC :: , • ... 480 W 84 ST • • OWNER :YAMILL GLASS . 8 WINDOW •IP1C 2010 . 0 SPEIALTY. BUT p CONTRACTOR A LIST OF NON - PARTICIPATING MUNICIPALITIES • • DO NOT FORINARQ ' YAMILL GLASS & WINDOW INC •RAUL GUERRERO PRES 480 W 84 ST #107 'HIALEAH FL •33014 t „tl„att,it i te t��t��tl ,tt,z ll,��.,tl „ti,�el�t • FIRST CLASS .,- U.S. POSTAGE PAID • , MIAMI, FL PERMIT NO.231 .': •DUPLICATE RECEIPT HOLDER MAY DO • BUSINESS AS A CGNTRAGTOR .. AS.SI'ECIFIED HEREON. Pre ared by and retum to Eliot W. Rifkin, Esq. Attorney at Law Eliot W. Rifkin, P.A. 9400 South Dadeland Boulevard Suite 600 Miami, FL 33156 - 305 - 670 -9330 File No.: 10 -115 (Space Above This Line For Recording Data] This Warranty Deed made this ?di day of March, 2010 between Bruce A. Leslie and Marialaura A. Leslie, husband and wife whose post office address is 118 NE 102nd Street, Miami Shores, FL 33138 grantor, and Karon Margaret Coleman and John Ise, her husband. whose post office address is 118 NE 102nd Street, Miami Shores, FL 33138 grantee: (Whenever used herein the terms 'grantor and - grantee - include all the parties to this instrument and the heirs, legal representatives, and assigns of Individuals, and the successors and assigns of corporations. trusts and trustees) WITNESSETH, that said grantor, for and in consideration of the sum of TEN-AND NO /100 ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Mlami -Dade County Florida to -wit: Lot 12 and the East 1/2 of Lot 13 in Block 14 of MIAMI SHORES, SECTION ONE AMENDED, according to the Plat thereof, recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11 3206 -013 -1890 TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2009, subject to covenants, _conditions, restrictions, easements; reservations and limitations of record, if any. IN WITNESS WHEREOF, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, Sealed and delivered in our presence: Witness Name: S6,1 Witnesj(Verne: �- State of New York County of ® VQt��p - • [Notary Seal] GRETA ROTH Notary Public - State of New York NO. 01R06128044 Qualified in Queen County My Commission Expires Wf I1I, The foregoing instrument was acknowledged before me this 26 day of March, 2010 by Bruce A. Leslie and Marialaura A. Leslie, who U are persopallyknown or [XI have produced a driver's license as identification. arranty 3 n b • Bruce , Marialaura A. Leslie Notary Pt - is Printed Name: 1111111111111111111111 11111111111111111111111 CFN 2 OR Bk 27236 Pss 4840 - 4841i f2pas RECORDED 04/02/2010 09 :40:59 DEED DOC TAX 1,914.00 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA (Seal) (Seal) Rork My Contntission Expires: � , 2_0 13 ANY MAY POLICIES. INbR REQUIREMENT, PERTAIN, pWD U'L SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION LTR MIAM$HV DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN POUCY NUMBER POLICY EFFECTIVE DATE (MMIDD/YYYY) NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Miami Shores Village A IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Building Department. CPS1196943 REPRESENTATIVES. 10050 NE 2nd Ave EACH OCCURRENCE AUTHOR REPRESENT ami Shores FL 33138 COMMERCIAL GENERAL LIABIUTY 4210r-5; A /+A on Oe Mnnnlnw MADE X OCCUR 7 f a ANY MAY POLICIES. INbR REQUIREMENT, PERTAIN, pWD U'L vaunwv..c ua I cu otww NAVt nttN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU_ THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRL TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE DATE (MMIDD/YYYY) P LICYEXPIRATION DATE (MM/DD/YYYY) UMITS A GENERAL UABILI Y CPS1196943 04/20/10. 04/20/11 EACH OCCURRENCE $ 1,000_,000 $ 100,000 X COMMERCIAL GENERAL LIABIUTY PR M ISES(E E oocu nce) MADE X OCCUR MED P (Any one person) pi $ 5,000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE UMITAPPUESPER: POLICY n 1EOT n LOC PRODUCTS - COMP/OP AGO $ 2,000,000 7 A AUTOMOBILE LIABILITY _ ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CPS1196943 04/20/10 04/20/11 COMBINED SINGLE UMIT (Ea accident) $ 1,000 000 r BODILY INJURY (Per person) $ X X BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ - EXCESS / UMBRELLA UABIUTY OCCUR I (CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUT OFFICER/MEMBER (Mandatory It yes, describe SPECIAL PROVISIONS COMPENSATION LIABILITY �,/ N EXCLUDED? WC S 1 ATU- OTH- TORY OMITS ER E.L EACH ACCIDENT $ In NH) under below EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY UMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Glass & window sales. Door, Window or Assembled Millwork - Installation AtE >RDI CERTIFICATE OF LIABILITY INSURANCE PRODUCER iSure Insurance Brokers 2700 SW 137 AVE Miami FL 33175 Phone:305- 223 -2533 Fax:305- 220 -0765 INSURED Yamill Glass & Window, Inc. 480 W. 84 St. #107 Hialeah FL 33014-3601 OP ID YL YAMIL -1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER k Scottsdale Ins . INSURER B: INSURER C: INSURER 0: INSURER E: DATE (MM/DDIYYYY) 04/30/10 NAIC # 41297 COVERAGES The ACORD name and logo are registered marks of ACORD -2009 ACORD CORPORATION. All rights reserved. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE ( MM/DD/YY) POLICY EXPIRATION DATE ( MM/DD/YY) LIMITS . GENERAL LIABILITY EACH OCCURRENCE _ _ GEN'L 1POL COMM GENERAL LIABILITY - - CLAIMS MADE OCCUR - - AGG LIMIT APPLIES PER: - EI PROJ n LOC - FIRE DAMAGE (Any one fire) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS- COMP /OP AGG AUTOMOBILE LIABILITY 1 . t COMBINED SINGLE LIMIT (Ea accident) _ _ _ ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS LIABILITY i B "AUTO BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ONLY - EA ACCIDENT GARAGE ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG - < 5 EXCESS LIABILITY EACH OCCURRENCE OCCUR CLAIMS MADE DEDUCTIBLE AGGREGATE RETENTION '$ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY GPE0120000001 -110 01/01 /2010 01/01/2011 WC Statu- tory OTH- X Limits ER E.L. EACH ACCIDENT $ 1, 000,0( E.L. DISEASE -EA EMPLOYEE $ 1,000,0C E.L. DISEASE- POLICY LIMIT $ 1,000,0C OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/EXLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS Coverage is provided for only those employees leased but not subcontractors of Pyramid Employer Services III, Inc. and Yamill Glass & Window, Inc.for any job, operation, or project performed during the above policy period. Addendum to cancellation: 10 days notice applies for non - payment of premium. Form - Certificate Of Insurance PRODUCER (813)637 -8877 FAX (813)637 -8484 Insurance Office of America, Inc. 4915 W. Cypress Street Suite 100 Tampa, FL 33607 INSURED Pyramid Employer Services III, Inc. 9843 18th St N., Suite 150 St Petersburg, FL 33716 -4209 COVERAGES Alternate Employer:Yamill Glass & Window, Inc - 'CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 CERTIFICATE OF LIABILITY INSURANCE 'ADDITIONAL INSURED; INSURER LETTER http://ioaca.ioausa.com/ClientAccess/active/certliabform.asp THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURER A: Guarantee Insurance Co 11398 INSURER B: INSURER C: INSURER D: INSURER E: INSURERS AFFORDING COVERAGE Page 1 of DATE (MM/DD/YY) 3/1/2010 'CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL MDAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Authorized Representative Herman Peery 3/1/201 Form - Certificate Of Insurance Page 2 of If the certificate holder is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. A statement on this certificate does not confer rights to the certifcate holder in lieu of such endorsement(s). http: / /ioaca.ioausa.com/ClientAccess /active /certliabform.asp IMPORTANT If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certifiate does not confer rights to the certificate holder in lieu of such endorsements(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. 3/1/201 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 • 370794-1 $� BUSINESS A Y A MI L NAME LOCATION INC . • 480 W 84 ST ;. 33014 HIALEAH 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 CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUAUFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/06/2009 09010350001 000045.00 SEE OTHER SIDE MIAMI -DADE COUNTY TAX COLLECTOR - 140 W. FLAGLER ST. - Ist FLOOR MIAMI, FL 33130 7 392711 - 9 7 BUSINESS NAME / LOCATION YAMILL GLASS & WINDOW INC 480 W 84 ST 33014 HIALEAH OWNER YAMILL -GLASS & WINDOW INC Sec. Type of Business 196 SPECIALTY BUILDING THIS 1S ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR UCENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX .COLLECTOR: 07%06/2009 0 9010349001 .000045.00 2009 LOCAL BUSINESS.TAX RECEIPT , 2010 MIAMI -DADE COUNTY - _ E OF FLORIDA EXPIRES -S T. 30, I ' - MUST BE DI ED - - SINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL—D NOT PAY - RENEWAL RECEIPT NO. 315360 OW-rI AMILL GLASS & WINDOW INC Sec�'CypeMJ,B MITE' SALES EMPLOYEE/S 107 DO NOT FORWARD YAMILL GLASS & WINDOW INC RAUL GUERRERO PRES 480 W 84 ST #107 HIALEAH FL 33014 1„11,,, III 11,,,1 „11,1,,1 1 } il„I1, ,,,I1 „11 R ,1I 2009 LOCAL BUSINESS TAX RECEIPT 2010 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2010 -• MUST DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO' NOT PAY RENEWAL RECEIPT NO. 410028 - CC # 97BS00324 107 CONTRACTOR WORKER /S 4 DO NOT FORWARD YAMILL GLASS & WINDOW INC_ RAUL GUERRERO PRES 480 W 84 ST #107 HIALEAH FL 33014 1., 1i:,, 11, 11,,,,,, 11, 1„ 1„ f1 „lifi...,,,Jr.,fl,,,1.51..1► FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 - FIRST-CLASS U.S. POSTAGE I PAID . MIAMI, FL PERMIT NO. 231 MIAMI -DADE COUNTY '. TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR _MIAMI, FL 33130 30 - 4100285 T F I OTA BILL9— RECEIPT NO. B qM L Y�MILL S & INC 480 W 84 ST OWNER :YAMILL GLASS & WINDOW 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. PAYME I E:CENED 0000106 000200.00 • '' UNICIPALCONTRACTOR'S ': • 2010 TAX RECEIPT IAMI -DADS COUNTY - _STATE OF FLORIDA URSUAN.T TO _CODE-S C.:10 -24 EXPIRES SE'_T30, 2010 SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD YAMILL GLASS & WINDOW INC RAUL GUERRERO PRES 480 W 84 ST #107 HIALEAH FL 33014 DUPLICATE RECEIPT HOLDER MAY DO BUSINESS AS ACONTRACTOR AS SPECIFIED HEREON. FIRST-CLASS . - U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 CD- ElPpttrtmuent of Otat' I certify the attached is a true and correct copy of the Articles of Incorporation of YAMILL GLASS & WINDOW, INC., a corporation organized under the laws of the State of Florida, filed on September 21, 1992, as shown by the records of this office. The document number of this corporation is V65304. CR2E022 (01 -07) ■ Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty -third day of February, 2010 rf AS_ Prvfim $rtrEfarg of fitfe - Ci1F lezwi. lvkalv{e�1 �1w^w,' ' O UO 0-0-0-® v • . • • • • • •.. • • • •••• • • • • • • • • • • • • • • • ..•• •• • • • • • • •. -• • •. •-•• • • • • • • • • • • .•• • • INSTALLER: • •• • • • ••• •• • •'-• YAMILL GLASS & WINDOWS •••• • • • • . •• WIND CALCULATIONS 480 WEST 84TH STREET, SUITE# 107 HIALEAH, FLORIDA 33014 PHONE: (305) 826 -2121 PROJECT: IMPACT WINDOW INSTALLATION AT: 118 N.E. 102 STREET MIAMI SHORES, FLORIDA J o ) Q I -DADE COUNTY Miami Snores Village APPROVED ZONING DEPT BLDG DEPT f SM. URA PL 24, 201 SUBJECT CO CCMPL.IANCE WITH ALL FEDERAL STATE AND CCUN 17 MULES AND REGULATIONS JU P CARL STRUC FL. E. YOUR ON -CALL EN 9420 S.W. 1121 STREET, MiAMi, FloRidA 33176 TEL (786) 242-1720 - FAX: (786) 242 -4399 ?!PMPANY" STRUCTURAL ENGINEERING CONSULTANTS, .INC. PROJECT N o : me 9420 S.W. 112 DATE � . MIAMI, FLORIDA 33176 TEL (786) 242.1 720 - FAX: (786) 242-4399 DESIGN CALCULATIONS • Co DC: A -O :...Y toJ9 vaac+n p.t4(o M? A st:;•t5W0S3i3t 6 c...vtgQ1 = C ':::emu -a$ • C t ` • • kit:: :1.0 D 4 • G •••• o�Sv E b,) ' v�eo +�•pt�ss .. P a � K _ 0•85 (*tom - Ake + • ROW St. ° 4 /12 • 6 41X , "Y11 ■F1ftR0 vJEST Dorn _ 48 °5 • N RCDF He 14 Pt-r (h) : 13 if • a (Coat D15111 t CE 1 t 5) • - • C1/4=0•4 X3 6 a = I -10 °44 -d 03145412E ( ) Soez1DN (- ?4 VS/ INDow cQir ARFA< IO 4 14 op (.t0 - 55 , 3 s 1.00 _1 t544 • 1 0.0025CvK I K 1<a • % : o. 00 25 • % • ?= (ir,(acp) = 9hN ) vtiNcRc: &Co, = 0. i • • • •Vdtlthge of Miami Shores • . �uiiding I7a . • Miami -Dade County, Fleiidx • . r4Mractor! • • • Yamill • glass & Windows • Jo •:• • ;Windom w att/nation at: • . 118 N.. dA2. Street, Village of Miami Shores, Florida RE: ..Windoin+Wits Design Wind Pressures • .. • . ••.• • .• . .• • • Deat•Sirs: .••••. • We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: NOTE: "Zone 5 "pressures are applicable to openings that are within 4'- 10" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shoul contact u • •• WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf * Building Category: II * Building Mean Roof Height: 13' -6" * Exposure Category: C * Basic Wind Speed: 146 mph June 24, 2010 ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to Sin erely, S ►`' UC ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 6/24/10 arlos M. P -` , z, P.E., Structural Engineer L. P.E. #: 54 44 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12TI1 STREET, MIAMI, F1oRidA 33176 TEL (786) 242 -1720 - FAX: (786) 242-4399 • • • •••• • • • • • • . • • • • • • • • • •' • • •••• ••••• •• •• • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • •••• • • •• • • • JOB NAME RESIDENCE 118NE 102ND ST MIAMI SHORES , FL STRUCTURE EN'CiF∎lEW"':S +? Ci i'e"L,inp„ 11.10 No. f_ r P.E. SIR UtAl..': f L■NGlNEER Fi 6,'i' iDA P.E. No. 54i44. •••• • • • • • •••• • •• • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • • • • • • • •• •• • • • • • • • • • • •••• • • •• • • • •• • •• • • • •• • • • • •. • • (EGRESS) 48' -5" REAR f 1 1 1 BEDROOM BATH BATH BEDROOM w/c BEDROOM I FAMILY ROOM DINING NOT PART OF THIS PERMIT T 1 LIVING KITCHEN NOT PART OF THIS PERMIT BREAKFAST STUDIO (EGRESS) FRONT NOTE: MEAN ROOF HEIGHT : 13' -6" ROOF TYPE : 4:12 GROUNDFLOOR RIGHT U }__ z 7.11 ' Rr.bTS, IBC. CERTR 1 ;i.TE OF I %;_: :{. No. E8- 0U07781 .F= . P.E. ST €, OT P, L EN !WEER FLORIDA P.E. No. 54844 REVISION: DATE: 06/25/10 SCALE: 3/16" = V DWG. BY: M.R.Z. JOB #: 06 -2010 1 a 5 J • • • • • • • • • • • • • •••• • •• • • • • • • • • • • • • • • •• • • •• • • - • • • • •• • • • •• • • • • • • •• •• • • • • • •••• • • •• • • • • • NOTE 1; WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT, NOTE 3 ; THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS F'RAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY, NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR • FRONT ELEVATION "A" 74" X 50 -5/8" (OX) " HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 5: +54,7 -73.2 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUMINTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS 55 -1/2" X 63" (OX) " HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07 -0815.09 ZONE 4: +54.7 -59.3 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "B1" 55 -1/2" X 63" (OX) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07 -0815.09 ZONE 5: +54.7 -73,2 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS CERTIFICATE OF No, r'r; cJ•�JU /Idi GARLOS Fc E', P.E. SIF,UCIUFIAL ENGINEER FLORIDA P.F. Ho. 54844 REVISION: 1 r DATE: 06/25/10 SCALE: 3/16" = 1' DWG, BY: M.122, JOB #: 06 -2010 2 of 5 1 •••• • • • • ■••• • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • • • •• • • • •••• • • •••• • •• • • • • • • • • at • •• •• • • •••• • • • • •• • • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WAND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMANG,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR .1-T-54 RIGHT ELEVATION "Cl" 37" X 50 -5/8" (OX) " HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 5: +54.7 -73,2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS "D" 53" X 50 -5/8" (OX) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54,7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS 4.c.rf ,C, °, j E OF k' !! H. EB Uu 7731 CASLOS ,r:'.'`ii,_ EL PE _Z P.E. STRUCTUHAL E aGiNEER 'LFLC;i, A P.E. No. 54344 REVISION: •••• • • • • • • • • •• •• • • • • • • • •• • • • •••• • • •••• l REVISION: • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • I N NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT, NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR REAR ELEVATION 37" X 38 -3/8" (OX) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 -593 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS "C" 37" X 50 -5/8" (OX) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54,7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER, INTERIOR LITE: 1/8" ANN. GLASS 106" X 50 -5/8" (XOX)(1/4- 1/2 -1/4- CONFIGURATION) " HR.-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EX'T'ERIOR LITE: 3/16" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" ANN. GLASS SW,113'lU iea: tili`uz ECIONSI,I`fAN?9 `ter: :I CEP,T FIC E OF AU No. E3•OQ)77A1 CARLO.r !'; ANUEL P•EREZ, P.E FLOR ,.! ,P.E.10..f,1Z44 •••• • • •••• • • • • ••• • • • •• •• • • • • • • • •• • • • •••• •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMENG,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR "C" 37" X 50 -5/8" (OX) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07 -0815.09 ZONE 4: +54.7 -59,3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS LEFT ELEVATION "11" 37" X 38 -3/8" (OX) " HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07 -0815.09 ZONE 4: +54.7 -59.3 GAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR. LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS "G" 37" X 50- 5/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A.: 08 -0117.11 ZONE 4: +54,7 -59.3 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS Stl ; tP F. ei . ' �. t r { .. :,u.'°t. 'fi:C,, t'E4fIr!C A.'rE AUTH. E13.0u9770 i i f!. D.E, S"; RUOTUR /J! ENGI EER IL.ORIDA RE. No. 54844 REVISION: 00 8 DATE: 06/25/10 SCALE: 3/16" 1' DWG. BY: M.R.Z. JOB #: 06 -2010 of 5 1 • • MIAMID COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: The %11,1:14,04:d documentation was reviewed by Manuel Perez, P.E. • • .• • • • • • .... o .:r,, • • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miemidade.gov/buiidineecode 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 (MB). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Di vision (In Maori Dade County) and/or the AHJ (in areas other than MV!iaini 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 manufactum 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 material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-710” Ahmiinum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127.10, titled "Alum Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C' dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 Division. MISSILE IMPACT RATING: Large Mme and Small Wssle Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miiami 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. • .... • ADS' R + , : The NOA number preceded by the words Miami Dade County, Florida, and follood bar the expiration date may be displayed in advertising literature. If any portion of the NOA is . . displayed, then it thrall be done in its entirety. • INSON: A copy of this entire NOA shall be provided to the user by the manufacturer or its . • • • • • disc ribu and shall be available for inspection at the job site at the request of the Building Official. • • • • This X revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well • • • • as appj'41a t1ocument mentioned above. • NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /1512007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. le11, -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 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, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL- 4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. 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, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. • • • • • • • (Submitted under NOA# 06-0405.06) • •••• • •• • • • • • • • • • • • • • • • • • •••• •• •• • • • • •••• • • •• •• •••• • • • • • • • • • •••• • • • • • •• • • • • •••• • •• • • • • •••• • • • • •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel Per } .. Product Control �+:::'i' NOA No 07-07 09 Expiration Date: December 21,2011 Approval Date: January 03, 2008 •••• • • • • • .••• • •• • • • • • • • • • • • • • •• •• PGT Industries, Inc. .. .. •.•• • • • • • • • • • • ••.. • • • • •• • • • • • •.•• • •• • • • • •••• • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D, QUALITY 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 for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 042(01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, 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. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and ¥fL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largacspada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", appuved on 12/21/2006 and expiring on 12/21/2011. • • • • • • •• •• • E -2 51.4: 11 :1 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • •• • • • • • • • • • • • • • • ••• • • • • •• • • • • ••• • • • • • • • • • • • • •• • • • • • ••• • •• ••• • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • •• •• • • •• • • • • • • • • •• • • • • • • • • • • • • • • 1 gyEIWNOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5,18' LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAVER. ••• •• • B. 411 " LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT 8I i uNGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE • MAXIMUM PVB INTERLAYER. • • • • • C. 1! LAMI CONSISTING OF (2) UTES OF 1/8' NEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYEIT 0. 7116' LAMI CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH AN :000 bUPONT BUTAOTTE OR SAWLIKEEPSAFE MAXIMU6A 1'VBINTERLAYER. E. 718' LAM) CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT DUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116' LAMI CONSISTING OF (2) UTES OF 3119' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAPLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18° LAMI 18: (1) UTE OF 1AP' OR 3118' ANNEALED ( MIN.) GLASS, 3 /16' OR 3/8' MR SPACE AND 5,16' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAI=E MAXIMUM PVB INTERLAYER H. 13/18' LAMI 10: court OF 1/8' OR 3/16' ANNEALED (MN.) GLASS, 5118" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/18' LAM IG: (1) LITE OF 1A8' OR 3116' ANNEALED (MIL) GLASS, 9/16" OR 318' AIR SPACE AND Or LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .020 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI IG: (1) me OF yr OR 3118 ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7M8' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAOEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18• LAMI 10: (1) LITE OF 1/8' OR 3H8' ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 718° LAM) CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAPLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/18' LAMI IQ (1) LITE OF 1/8' OR 3118' ANNEALED (MIN,) GLASS, 8/16' OR 1/4" AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: X0)( 3. DESIGN PRESSURES: MME TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASF ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAKES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, A!. REFERENCES: TEST REPORTS FTL•4858, FTL.4859 AND FTL -5330. ELCO TEXTRON NOM 04. 0721.01, 03-0225.05 ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2008 ALUMINUM DESIGN MANUAL A. 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Cl t#{EI!(jX!)TIIDNA. NO 41)I NNG THE HIGH VELOCITY HURRICANE ZONE (HVFIZ)• : 1 •. e e t F.K. 4/18107 C ADD - 8330 TO NOTES 74 OWL NDTEB TO CURRENT EDIT. IMatINt mkt 2 t�nea¢r. J.J. 321!08 Rama* 0= wridama FJ( 10/17016 H MANGE TO ASTIR E1900-02 0= ass*. FX. 8/13/08 A ADD AIR SPACE DYL NOTE 1, 7EDK REF. NOTE 7A NOTES. Mean y: F .K. 1070 TEC104OLOGY ORME NOtOF:UB, 0114110 P.O. ?OX 109 NOKOMIS. PL 34274 Ft GT_ L i,ib/y Better GENERAL lik1`iiE'S" " ' • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s e.nuae 0= 0 1.0n 0/e. wz N/1710 11 a 11 I 4127 -10 I C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAIL 5......:. 2 DESIGN PRESSURES 3 VERT. SECTIONS 5 HORIZ. SECTIONS ... 5 PARTS UST, ..... ... 8 EXTRUSIONS.... ...... 7 CORNER DETAIL_........... 5 ANCHORAGE .......... _.._.... 8.11 PRODUCT REVISED m complylus WW1 Om Pledd6 2n16.,, Cads AmarmsNo O: Pamimiw that 4 f1L /M • • ••• • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • . • • • •• • • • • ••• • •• ••• • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • •• ••• • • • • • • w • • •• • • • • • •• • • Resaift F.K. F.K. Omni* F .K. •• 60,61 62 4/1&07 lbolve 10/17/76 MIK 8/13!08 Dslix Fteaddlac C rmrmmQ °rwa.dtN J.J. 3/23/06 1/2' NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 BOLUTIA OR DUPONT PVB IN1'ERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5116" LAMINATED GLASS 1 /8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER I/O' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5 /16' OR 3/8" AIR SPACE 1/8' OR 3(16' ANNEALED (MIN.) GLASS 13/16" NOM, 13/16" LAMI 10 GLASS WI 5118° LAMI NO CHANGE THIS SHEET NO ORANGE THIS WHET ADO AIR SPACE OMN. TO LAM110 DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O.1OX188 NOKOM S. FL 34274 Pr F) �•i I 112" NOM. GLASS BITE 3(18' ANNEALED OR HEAT STRENGTHENED GLASS ii 3 /16' ANNEALED OR HEAT STRENGTHENED GLASS MO SOLUTIA OR DUPONT PVB INTERLAYER 7/16° LAMINATED 3/16' OR 1/4° AIR SPACE 1/6' or 3/16' ANNEALED (MIN.) GLASS 13118' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Bel - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16° LAMINATED GLASS GLAZING DETAILS 1/2 NOM. GLASS BITE ALUM. HORIZONTAL ROLLER WINDOW, IMPACT arrammrt swe drat HR710 I Fu on: ll 2 > 11 I endow 4127-10 C <] EXTERIOR INTEMOR (� (AU. SECTIONS) PRODUCT REVISED coropiyinp, wuh Ma Florida Ecildt°p Co& Acc,ptento Na - • - . O� Expiation Darn BP OD adn Product tl A L Clark, P.E. PE 536712 Structural TABLE 1. XOX1+174,1/2,1 /4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW 4yyitnii • a GLASS TYPE WINDOW HEIGHT 26 36" 38 318" 48" 50 L/8" 54" 60" 63" : •, A,B,G,H +60.0 -600 +60.0 -80.0 +60.0 -80.0 +60,0 -60.0 +60.0 -60.0 +60.0 -600 +60.0 -60.0 +60.0 -60.0 i :.6r ".. A,B,G,H +60.0 -60.0 +60.0 -60.0 .+60.0 -80.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" ' A,B,G,H +60.0 -80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -604 +55.2 -55.2 +52.3 -523 108" A,B,G,H +60.0 - 80.0 +60.0 -60.0 60.0 -60.0 +60:0 -80.0 +60.0 -80.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -69.5 +53.6 -53.6 +50.9 -50.9 LIP TO 111" c,I +60.0 -60.0 UP TO 111" II E F, I J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI 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 -60.0 TO 86 7116" D,E F, J,K,L. . +75.0 •75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN, FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WIDOW GLASS WINDOW HEIGHT WIDTH TYPE 26 38 38 318" 48" 50 5/8" 54" 60" 63" 50 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75,0 - 75. 0 +75. -75.0 P Z` .: ":''n`a' o: oa- :rY•:�rilh tM tlarYb `"` tail° oap,m Oy 06 .0 68" A,B,G,H +75.0 -75.0, +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +7E0 75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70:2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 ., +75.0 -75.0 +75.0 -75.0 +69.6 -89.6 +65.2 -65.2 74" A,B,G,H +75.0 45.0 , +75.0 75.0 +75.0 -78,0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 - +63.8 -63.8 - UP TO 74" C D E, F, _, - - -.- +7 5.0 - 75.0 N `- rr .. _ . lL D! GLASS TYPES: TEST REPORT FTL -4858 (X0)6, FTL 4859 (OX & )0D) AND FTL -8330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1 /8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A. .090, 3/18" A) E. 7/16" LAMI - (3/18" A, .090, 3116" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/18 "A, 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8 "HS) L 13/18" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI K3-1/8" OR 3/16"A, 3/16" OR 1 /4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI Ifl -1/8" OR 3/16"A, 3/18" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/16118) L 13/16" LAMI IG -1/8" OR 3/18"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"HS, .090, 3/16"HS) � be L. Clark, P.E. PE R32 Structural a, EX. F.K. - aawr F.K. •, FN. Olt m tl e ,,. ADD 1MEGSAL RN OPTION 8 UPDATE ASTM E 1300-02 TECHNOLOGY DRIVE 1 �NONO"US, FL 39276 P.O. ROX 1529 NOXONIB. PL 34274 Vtdbi &arur D S IGN PRESSURES REVISEDP TABLES TO AS 4 4 E 1300.02 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ADD AIRSPACE DIMENSION GLASS YPE3 6 TNRU L. 3 a & /Xd/OB tmno N TS 3 " 11 wry 4127 - 10 roc C • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • . • • • • • •• • • • • • • • • • • • • •• • • • • ••• • •• • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • . . . • • • ••• .. .. • • • .. . • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• • .. ••• • ▪ • • • • • • • • • • • • • • • • • • • .. • • • . . • • ••• • • • • .. • • • 0 • .. • • • • • • t A 57 M/9' MAX. DLO ALL FIXED LITES 33 9119` MAX DLO FIXED DETAIL a - XOX (114112 -114) 33 9119' MAX DLO VENT C 73° MAX. WIDTH LE. FRAME 74' MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO 69 MAX DLO ALL VENTS MO MAX I.F. FRAME ALL CONFIG. f 63" MAX. FLANGE FRAME ALL CONFIG. �1-- 55 7118' MAX. WIDTH LF. FRAME �S9 7119° MAX WIDTH FLANGE FRAME DETAIL C - XOX (113 - 113 -113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D (FRAME CORNER CONSTRUCTION) RflV15SD • • in} ',UK the Fimtdu • ,....rem No O :maul Date ateroder F.K fiK Roane F.K. uamay F.K Mast 4HSO7 10/17/08 Mae 6117106 traa 7125100 trausace A a rA.ua/ .L.l. ADD INTE'GRAI.FiN FRAME MAK DIMENSIONS AND CORNER CONSTRUCTION PETAIL FROM 6111; & NO CHANGE THI$ SHEET NO CHANGE THIS SHEET 3123416 1070 TECHNOLOGY DRIVE 1/080008 FL34270 P.O. SOK 1020 NOKOMIS FL 30274 VBth[y Rarer e Vesextribe ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e u.amme am re"; m rec r: 141710 NTS I 4 .' 11 4127-10 I C L. GItsk. F.E PE 639712 Structural • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • •• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • - • • • • • • • • • •• MAX, HEIGHT FLANGE FRAME • • • • • • • • SECTION C-C (VERTICAL SECTION, FLANGE EXTERIOR INTERIOR EXTERIOR INTERIOR k- MAX FIXED DLO --+I 6 I SILL 1-*— MAX. FIXED DLO --*-1 MAX. WIDTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEE INTERIOR MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FII FRAME) (VERTICAL SECTION, I.F. FRAME) MAX VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME)e PRODUCT RIMMED a:ra:; law with the F1orI /1cr,.5tVNo . Revd 91. FJC F.K 9ww48P FY. two, lir Fit Bak 4/16/07 1W1 7/OB mt &WOO 7128!06 Nowskm Rodzkst na,iae A ar J.J. AGO FIN MAME Ma 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NI <OMIQ FL 34575 PA. 13031929 NOK0MI8, 5.34274 Vtr(b1y Berrer SEC77ONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ssmoawa HR7IO Ha►i Stoat I cavaew 5 d 11 4127 -10 / � D� 77//: Rob $ L Olat, P8 PE 7139712 ShveWroi • • • • • • • • • • • ••• • • • ••• • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • •• • •• • • • • • • ••• • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • •• • • • • 1 Dw(# 4025 INN IITHEMITS ® 1626 IIII ® 4002 IR (3 10 14 16 19 22 23 •, 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 71298 4110 4054 4066 4105 1683 225-1 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 4067 GLASS B DFSCRH"17ON SASH STOP STD. ANTI LIFT CLIP) #8X3/4 PH_ PAN HEAD SASH STOP COVER SASH FLANGEFRAME SILL SILL ADAPTOR ROLLER TRACK WEEPHOLECOV11R ADHESIVE OPEN CELL FOAM PAD FLANGE FRAMEJAMB GASKET FOR MAINFRAME SILL JOINT #8 X 1.000 • UAD PN. SMS SCREEN ADAPI'OR MN - r• ��u SASH TOP & BOTTOM RAIL MAT'L 6063 -T6AL 6063 -T5 AL 6063 -T5 AL 6063 -T6AL 6063 -T6AL 6063 -T6AL POLYPROP. 61163 -T6 AL 6063-T5 AL 6063110 -T6 AL 6063 -T5 AL_ 612237 612244 7834AA 64136 • 64137 64131 71298 7PAD1626 612225 74134W/1C 16 641100 64054A 64066G 612240 HORIZONTAL ROLLER SASH TO? GUIDE SASH MF 1•INGRAIL WSTP."170 X 270 BACK, FIN SEAL SWEEP LATCH 48 X.62514H.FLSMS SASH SIDE RAIL WSTP .250 X.27011A 'PIN SEAL BRASS 7BRWH12 _ POLYPROP. 6063HS -T6 AL DU .CAST . 6063 -T5 AL BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP I.F. FRAME HEAD 6063 -T6 AL LF, FRAME SILL , 6063 -T6AL I.F. ERAMEJAMB 6063 -T6AL GLAZING SILICONE, DOW 899, 995 OR EQUIVAJJINT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB (THEN) B (LA ZING BEAD -5/16" B CILAZINO BEAD -5/16" W /C811LL A (LAZING BEAD - 7/16" C GLAZINGBEAD - 7/16" W /GR1I L KIT GLAZING BFAD - 13/16" 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI /8" A,.090PVB, 1/8" HS) 5/16" LAMI (U8" HS, .090PVB, /8" HS) 7/16" LAMI (3/16" A, .090PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI 16" HS,.090PVB 3/16" 6063 -T5 AL 6063 -T5 AL 6003 -T5 AL 6063-T5 AL 6063-T5 AL 44128N 675160 71096 7858 64126 616830 670701( 74078 "C" L OR R 64139 64140 64141 611 •_ 6t P248K 64039B 644703 64222 6985 64067 F.K. Rowdily FJC R"pAE" FJ(. C S ADDITE4E41, 42843 NO CHANGE OBS SHEET A ADD SPACE DIMENSIONS BEMS 08 7HRG n. Cbsdedify Max 3/23118 I 91 92 93 94 95 96 1631 1073 1624 1635 SCREEN FRAME (HOR. & VER.) SCRF IN CORNERKEY WRINGS SCREisI CORNER KEY W /OUT RINGS SCRUM SPRING SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE-135 DIA. HARD SCREEN PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT c,.m7"m., Stmet r»w o, FROM 6 a 11 I 4127-10 POLYPROP. ST.ST: PM PVC EM PVC CLOTH F<t7 111 r _. ii► 9Y -O Mak 2/28106 1070 TECHNOLOGY 56N6 NOKOMB, FL 34270 P.O.69X 1624 NOKOMIS, FL 34271 ITEM 66 67 68 70 7L n 73 74 75 76 77 90 Vmibiy Bever DWI/ RLWI DESCRIPTION I_ MAIL L , PGIY/ GLASS, 13/16" LAMI 1G•1/8 "A, 3/8"AIR SPACE, 5/16" LAMI (1/8"A,_.090 PVB,1/8"A) _ .. " 13/16" LAMI 10.1/8"A, 3/8" AIRSPACE, 5/16" LAMI (I/8"A, .090 PVB, /8"HS) ▪ 13/16" IAMI IG- 1/8 "A,3/8" AIRSPACE, 5/16" IAMI (1 /8 "14S,.090PVB, I /8 "HS) • 13/16 " LAM! R33 /16"A,5/16" AIR SPA CE, 5 /16 "LAMI(I /8"A,.090PVB, 1/8 "A) 13/16" LAW 1O.3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PYB, 1/8"HS) • 13/16" LAM1 IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1/8 "HS, .090 PVB, 1/8"HS) R 13/16" LA MIIG•1 /8 "A,1/4" AIRSPACE, 7/16" LAMI (3/16"A,.090PVB,3/16"A) " 13/16" LAMIICr1 /8"A,1 /4" AIRSPACE, 7/16" LAMI (3/16"A, .090PVB, 3/1691S) " 13/16" IAML ICi.I/8"A,1/4" AIR SPACE, 7/16" LAMI (3/16 14S, .090 PVB, 3/16 "HS) 13/ 16" LAMI IG3/ 16" A, 3/ 16" AIR SPACE, 7 /16" LAMI (3/16 "A,.090PVB,3/16"A) " 13/16" 1AM! man 6 "A, 3/16" AIR SPACE, 7/16" LA MI (3/16"A..090 PVB, 3/16"HS) " 13/16" LAMI IG•3/16"A, 3/16" AIR SPA 7/16" LAMI 167115, .090 PVB, 3/16" 1014 1630 43 I.F. FRAME JAMB ® #4141.6063 - 76 41 I.F. FRAME HEAD Q 84139.8053 -T6 H . 1 710 --�{ (DA #4140. 83 - T5 .F. FRAME SILL 7 3105 -1114 AL POLYPROP. 3.152 PRODUCT IONISED es complying with the FX4ide I3tOlding Cade Aomplcoa Na 0 Tugdrelien Dem • • • • • • •• • •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• ••• • • • • • • •• • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • ••• • ••• • • 1 • • ••• L710- J 1 FLANGE FRAME HEAD #4102A,6063 -TO .490 O SASH STOP #4025,8083 -T5 1.183 21 SASH TOP & BOTTOM RAIL #4133,8083 -T6 060 .578 0 GLAZING BEAD, 5/16" #40446.8083 -T5 (USED W/ GRILL I tow O FLANGE FRAME SILL #4138, 6063 46 .081 .437 �I. O HORIZ ROLLER TRACK 114131.668346 i ` 1.081 I "- 32 SASH MTG. RAIL 940060,6053H8 -T6 r L .678 1.096 I ' 1 55 GLAZING BEAD 7/16" 94222A, 808345 O FRAME SILL ADAPTER 84137, 8063-T6 1.187 .403 -- 17 FIXED MEETING RAIL 84054B,6883HD -T8 +1.291+y SASH SIDE RAIL 64128, 6063 -T5 .050 1.115 O GLAZING BEAD, 7/16" 89860,6083 -T5 (USED WI GRILL KIT) 0 SASH STOP COVER 3. 90 ` 1� #4053,8063 -T5 1.090 — --1 } 53 GLAZING B EAD , , 5/16" 540390, -T5 .883 - 1�- 1 .097 59 GLAZING BEAD, 13/16" #4087,8063 T5 1.383 13 FLANGE FRAME JAMB #4002A. 8003 - PRODUCT RnVTSED m cmpi'hknn with the Florida UOtldlag Ccde Accuptanm Na el Et7hulkm Dma !lewd liT babe F.IC 4/16/07 Arad os FN. flag: el OW F.K. la,n� 0 Ibtee 10H708 thder 5/1306 2128106 NO CHANGE THIS MEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET "nrxtme 9 A JJ, 37306 1070 TECINOLOOYDRIVE 1'10 18, FL MTh P.O 86%198 NOIC0198, FL 34274 Pc�T Visibly Berrrr EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s,ure.e HR710 Half I �7 > 11 tlamtvlb 4127 - -10 R*F9R L dmk, PE. PE539712 Skean rat ANCHtIR Q�AIi'TITIES, XOX (1144/24/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4 ELCO TAPCONS 2 -1/4° ELCO 334 CRETE -FLEX 3 - 012 STEEL SCREWS (35) • • • 1 ASR TYPE) GLASS TYPES A,11,C,G,H,1 MASS TYPES D,E.F,JJ L 2,3. WOOD a C$NC 1, CONC 2,3, WOOD 2, CONC 1, CONC 8 SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 4 1 1 WOr v • HEAD & SILL i HEAD & S I L L m g HEAD & SILL 4 'w g H E A D & SILL a . to t° HEAD 8 SILL 4 m 1 HEAD 8 SILL ( 119" ' 2. GLASS TYPES: 1 A. 5118" LAMI - (1/8" 0..090,1/8° A) 5, 8. 5116` LAMI - A,.090,1/5 HS) 3711 •; • i . • 84.000 80.000 83.000 1 +02+1 +02+1 2 1 +032 +1+02 +1 2 1 : +€2 2 1 +03+1 +07+1 2 1 +02+1 +02+1 2 1 +02+1+02 +1 C. 5118" LAMI • (1/6° 115.090,1/8" HS) 2 D. 7J16° LAM1- (3118° 0,.090, 3/16" A) 1 +02 +1 +02+1 3 i +02+1+02 +1 3 401+1 +(x4 1 +02+1 +032 +1 3 1+02 +1 +C2+1 9 1 +02 +1+02 +1 3 E. 7118" LAMI - 0/18 A,.090, 3118° HS) 1 +02 +1 +02 +1 3 1 +02+1+02+1 3 t +1,3 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 F. 7/18" LAMI • (3/16" 115,.090, 3118` HS) 3 0.13/16" LAMI 10 - 1/8" OR 3/16" A, 5/18" OR 318° SPACE, 518 LAM) - (118 A,.1 A) 1+02 +1 +62+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 ,1/8" 3 H. 13/18 LAMI 10.1/8° OR 3/16" A, 516" OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090,1/8" HS) 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 +t +1+02 +1 9 1+02+1 +02+1 3 I. 13/18° LAMI 10 -1/8° OR 3/18 A, 5/16 OR 3/8" SPACE, 516° LAMI - (1/8 118,.090,1/8" HS) J.1316° LAMI 10 -118° OR 3116° A, 3/16° OR 114" SPACE. 716° LAM) -(3/16 3/18` A) 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 +02 +14C2+1 3 1+63+1 +03+1 3 K. 13/18 LAMI 10 - 1/8" OR 3/18 A, 3/18 OR 1/4" SPACE. 7118 LAMI - (318" A,.O90, 3118" HS) 1 +02+1 +02+1 2 1 +02+1+02+1 2 1 +62+1 +02+1 2 1+02+1 +02+1 2 1 +02+1 +02+1 2 1 +G2 +2(02+1 L 13!18° LAMI 10 -118° OR 3118° A 3118° OR 1!4 °SPACE 718 LAMI - (3N8° 115,.080, 3118" WS) 2 1462+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+02 +2 +02+1 3 3. WINDOW ANCHOR QUAN MES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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+02+1 +02 +1 3 1+02+2+02+1 3 DIMENSIONS' FOR WINDOW SRES NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. 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 +02+1 +62+1 3 1 +02+2+02+1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING G RA9. CENTERLINE. 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+1;2+1 +02+1 3 1 +02+1 +02+1 3 1 +08+2+03+1 3 25 374" MAX FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 1+02 +1+02 +1 3 1+02+1 +02+1 3 1 +02+1002+1 3 1 +02+1 +62 +1 3 1+02+1 +62+1 3 1+02+2+03 +1 3 TABLE KEY; ra.lxUX ys.ni0 40000 80.628 1 +02+2+02+1 1+02 +2+02+1 2 1 +02+1+02 +1 3 1+02+1 +02 +1 2 1 +02+2+02+1 3 1+024.2462+1 2 1 +02+2+02+1 3 1 +(3+2+62+1 2 1 +02+2+02+1 3 1 +02+2+02+1 2 1+02+2+02+1 3 1 +p +2+02+1 2 O X 3 I1 +02+4+03 +1 3 - ANCHOR QUANTITY PER JAMB HEAD AND 5111 ANCHOR QUANTITY. 1 +02+2462+1 3 1+0+1+02+1 3 1µ02 +2+02+1 3 1 +00+2+02+1 3 1+02+2+02+1 3 1+62+2+02+1 3 f 1µ02 +2+02+1 3 1+02+1+02+1 3 1 +02+2+02+1 3 1+02(2+02+1 3 1+02+2+02+1 3 1+03+2+0341 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1 +02+2 +02+1 3 1 +02+2+02+1 3 1+03+2+03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02+2+02+1 3 1+462+1+02+1 9 1+03 +2 +03+1 3 1 +03+2 +03+1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12 ANCHORS TOTAL AT HEAD AND SILL 1 +02+2+02+1 2 1 +02+2 +02 +1 2 1 +02+2 +62+1 2 1 +02+2+02+1 2 1 +02+2+6241 2 1 +02 +3+02+1 ) 2 1 +02 +2+02+1 3 1 +02+.2 +12 +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 3 (3" MIN, O.C. ANCHOR SPACING) 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 +03+3 +03+1 3 1 +02+2+02 +1 1462 +2 +02+1 3 1 +C2 +2+02+1 3 1+02+2+02+1 3 1+02 +2462 1 3 1+03+2+03+1 3 14-02 +2 +02+1 3 1+03+2+03+1 3 1 +02 +2 +02+1 3 1µ02 +2µ02 +1 3 1 +04 +3+04 +1 3 1+04+3+04+1 3 r" - 314 max. ' . --...-I 1"' --3" MIN. 3 - li ,+ 4 — 1 - -t-- l !! 1 t — it -a - rncn nX.T r.EVIED ., rr'7 _r'aC ma, tr. MmW* A44.•:;.>uw rlo 0 ,...:.:... 0 9 Iluptrc0au Dare FOriV t. ^_•. ,. M /. ° 1 +(2 +2 +(2 +1 3 1+02+2+02 +1 3 1+02+2+02+1 3 1013+2+03+1 3 1+02+2+02+1 3 1 +04+3µ64 +1 3 ,. X_ I O X 1 +02 +2 +02+1 2 1 +02 +2+02+1 2 1 +p +34(2+1 2 1 +02 +3+02 +1 2 1 +02+3+02+1 2 1 +02 +4+02+1 2 1 1 -.L� ^- ..- � -= -- I 1 +02+3+62 +1 3 1 +02+2 +02+1 3 1+02 +3 +63 +1 3 1 +03+3 +03+1 3 1 +02+3 +02+1 3 1 +03+4+03+1 3 5410 RAIL, TYp..- 1 +02+3 +02+1 3 1 +02+2+02 +1 8 1 +03 +3+03 +1 3 1+03+3 +03+1 3 1+63+3 +03 +1 3 1+03+4 +03+1 3 EXAMPLE CLUSTER WI QTY. OF (3)ANCHORS 1+63+3+03+1 3 1 +02+2+02+1 3 1 +02+3 +03+1 3 i +03+3+03+1 3 1 +03+3+63+1 3 1+04+4 +04+1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+63+1 3 1 +(2+2+02 +1 3 1 +04+3+04 +1 3 1 +04 +3 +04+1 4 1 +03+3 +03+1 3 1+04+4 +04+1 3 1 +03 +3 +03+1 3 1 +02+2+02+1 3 1+64+3+04+1 3 1 +04+3+04+1 4 1+04 +3404+1 3 1 +05+4 +08 +1 3 i i 25 314 " MAX I 1 1/2 TYP ^tr I-..--3° MIN. 1 +02+3 +02+1 2 1 +02+2 +02+1 2 1 +0 2 +3+02+1 2 1 +0243+02 +1 3 1 +02+3+02 +1 2 1 +02 +4 +02+1 2 1 +02+3+02+1 3 1 +02+2+02+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +02+3 +02+1 08 3 1 ++4 +03 +1 ____A 3 "4444 - — 4 t t 4. --- 9 " REF. J �/ /d /7 jj Robert Chic.P.E PE 433112 $ 1+0243+62+1 3 1+02 +2+02+1 3 1403+3+03+1 3 1+03+3+03+1 3 1 +03+3 +0341 3 1+03+4+63+1 3 �� O X 1+03+3+03+1 3 1 +02+2+62 +1 3 1 +03+3+033+1 3 1+03+3+03+1 02 3 1++3+03 +1 3 1 +04+4+04 +1 3 -~ —` — � 1 +03+3+03+1 3 1 +02+2+02 +1 3 1 +04 +3+04+1 3 1 +04 +3+04+1 4 1 +p +3+63 +1 3 1 +04+4 +04 +1 3 MTG. RAIL, TYP. 1 +0243 +03+1 3 1+02 +2+02+1 3 1 +04+3+04+1 3 1464+3+04+1 4 1+04+3 +034 +1 3 1 +06+4+08+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS "' FA. - 0.0* F.K UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. AM t ANCHORAGE SPACING, XOX (1/4- 1/2-1/4 REVISE ANCHORAGE FORMAT, 145+0 A SILL CLUSTERS 1070 TEG+NOLO NOKOMIN. FL f+Y OPoVE 842/4 P.O.905.529 N0tKOMIS. FL 34714 ■ visibly Derr, On< ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Awake F.K. A00 SPACE OIMFNS IONS GLASS TYPES 0714RUL a . 3!23/08 swwwwt farm I NTS I 8 •� 11 I 4127 I C 0�ur: PK • • ••• • • • ••• •. •• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • •• • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • NCHOF;AU S, XOX (113- U3 -1/3) WMDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 - 114° ELCO S34 CRETE -FLEX 3 - 812 STEEL SCREWS (05) 1 • • • »Nctioll TYPE • GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L 2,3, W000 2, CONC 1, CONO 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES DONEE ZONES ZONES 0 pp& HIS • W • N � & SILL m HEAD & SILL HEAD & SILL 1 HEAD & 50.L i HEAD & mu. $% HEAD & 801_ =3 2. GLASS A. 5/16" LAMI - (1/8 A,.090, 118° A) -, B. 5/16" LAMI - (1/8" A,.090, 118° HS) + r¢ C2 +1 +02 +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 2 1+12 +1 +02+1 2 0.5/16 " LAMI -(118° HS,.090,1/8'1(8) 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 +02 +1 +02 +1 3 1+02 +1+02 +1 3 E. 7/18" LAMI - (.7J18"LAMI - (3/1186" " 3 A 080, E A,.090, 3/18 HS) 1+02 +1+02 +1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1+42+1+02 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1+02+1 3 F. 7/18° LAMI - (3/16 HS,.090, 3118" HS) 1+02 +1+02+1 3 1+02+1412 +1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +132 +1 +02 +1 3 1 +02+1+51+1 3 G.13/18" LAW IG -1/8" OR 3/16° A, 6110° OR 3111" SPACt, 5116" LAMI -(118' A,.090,1/8" A) 1 +02 +1+02+1 3 1 +12+1402.1 3 1+02+1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1+02 +1+42+1 3 H. 13116" LAMI K3 -1/8° OR 3118" A, 5/16" OR 3/8" SPACE, 6/16° LAMI- (1/8" A,.090, 1/8" HS) I. LAIW OR 1 +02+1 +02+1 3 1+ +1+02+1 3 1 +02 +1 +(2 +1 3 1 +132 +1+02 +1 3 1+02+1 +132 +1 3 1+03 +1+03+1 13/18° IG -118 3/18" A, 5/16" OR 3{8 SPACE, 5H8 LAMI - (1/8° HB,.�,1/8° HS) 3 J. 13/16" 1A341101 - 118' OR 3/18' A, 3/16 OR 1/4° SPACE, TH8 LAMI - (3/16° A„090, 3/16' A) 1 +02 +1 +02+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 2 1+02 +1+02+1 2 K.13/16" LAMI IG -1/8' OR 3118 A, 3/18° OR 114' SPACE, 7/16° LAMI - (3/18°A,.090, 3/16" HS) 1 +02 +1+02+1 3 1312 +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 L. 13/18 LAMI IG -1/6" OR 3116° A, 3/16" OR 1/4" SPACE, 7116° LAMI - (316' HS,.090, 3118' HS) 1 +02 +1 +12 +1 3 1+12+1+02+1 6 7+02+1+12+1 3 1+02 +1+02 +1 3 1 +02+1 +132 +1 3 1+02+1+02r1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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+02 +1 3 1+02+1+02+1 3 DIMENSIONS. FOR WINDOW SI2E5 NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. 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 +02+1 +02 +1 3 1+03+1 +03+1 3 1+02 +1 +02+1 3 1+02+1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1 +132 +1 3 1+02+1+02+1 3 1 +03+1+0+11 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE ° MAX. 60.000x 38.375 45.000 10.825 64.000 60.000 61800 1+02 +1 +02+1 2 14432+1+02+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 2 25 FROM COR JAMBS: 9" MAX. FROM CORNERS NERS AND 22112" MAX. O.C. 1+02 +1 +02+1 3 1+02 +1+02 +1 3 1 +132 +1 +02+1 3 1 +02+1+02+1 3 1 +132 +1+02 +1 3 1+02+1 +02+1 9 TABLE KEY: 1 +02+1 +02 +1 3 1+024 3 1 +132 +1+02 +1 3 1 +02 +1+02 +1 3 1402 +1 +02+1 3 1 +02 +1 +02 +1 3 X O 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 +02+1 +02 +1 3 1 +03+1 +03+1 _ OR 3 1 +03 +1+03 +1 3 CH QUANTITY PER JAMB 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+02 +1 +02 +1 3 1 +03+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1+02+1 3 1+02+1+02+1 3 1+02+1 +02+1 3 1+03+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+1 +02+1 2 1+02+1+02+1 2 1+02 +1+02+1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. ( ANCHORS TOTAL AT HEAD AND SILL (3 MIN. O.C. ANCHOR SPACING) t 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+52 +1 +02+1 3 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 +02 +1 3 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 +03+1+03+1 3 3 1+02 +1 +02+1 3 1 +02 +1+02+1 3 1 +03+1 +03 +1 3 1 +02 +1 +132+1 3 1 +03 +1 +03 +1 3 3 1+02+1 +02+1 3 1 +03+1 +03+1 3 1 +03 +1+03 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03 +1 3 2 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 2 1 +02+1 +02+1 3 1 +02 +1 +02+1 2 1+02 +1 +02 +1 1 +02 +1 +12 +1 2 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1+0`1 +1 +53+1 2 3 4 ( 26 3/4' MAX. —.-.11 3" MIN. 2201,13:: 0 Ft7GY:SED n; wv+pt°ing with Um Florida x °i °K �o .o n°m 1.1 0 -'BS, 3 1 +02+1 +02+1 3 1 +02 +1 +132 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +03 +1 +03 +1 3 — X O -- - 4 X 3 1+02 +1 +02+1 3 1 +02+1+02 +1 1 +02+1 +02 +1 3 1 +02+1 ++1 01 3 1 +03+1 +03+1 9 REF. 3 T 3 1+02 +1 +02+1 3 1 +03+1 +03 +1 1 +03+1+03+1 3 1 +02+1 +02+1 3 1 +03+1+03+1 3 I I -' ' �_,i 3 1 +02 +1 +02+•1 3 1+133+1+03+1 1 +133 +1+03 +1 0 3 1 +02 +1 + 2 +1 3 1 +03+1 +133+1 3 2 1 +02 +1+02 +1 •2 1 +02 +1 +02 +1 2 1 +02+1 +02+1 3 1 +02+1+02+1 2 1 +0x+1+(2+1 MTG. RAIL, 2 EXAMPLE TYP. CLUSTER W/ QTY. OF (3) ANCHORS IN TABLE KEY ABOVE) 3 1+01+1 +02+1 3 1+02 +1 +02+1 1+02 +1 +02 +1 3 1 +02+'1 +02 +1 311+0x+1 +03+1 3 81, D1° f F,U# •1/ 9 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 9 1 +02 +1 +02+1 3 1 +02 +1 +03+1 3 (SHOWN 3 1+02+1+02+1 3 1+03+1+03+1 9 1 +03+1 +53+1 3 1 +02 +1 +02+1 3 1 +03+1 +03 +1 3 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+03 +1 +03+1 3 - 3/4' MAX . 3 1+02+1 +02 +1 3 1 +03+1 +03 +1 3 1+03+1 +03 +1 4 1 +03+1 +0.3+1 3 1+0.4 +1+04 +1 4 1 112° I L-•- 3" MN. 2 1+02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 3 1 +02•+1 +02+1 2 1+432 +1 +62+1 2 1 0 �� i✓r y" 4: p? Robo+tL OIak,P.E. PE 930712 S te+ 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +12 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 9 0 X 0 X � ,._ 3 1+02+1+02+1 3 1+02 +1 +02+1 9 9 +02+1 +02 +1 3 1+02+1+02+1 3 1+03+1+03+1 3 T-----____ - „-/' 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 9 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 �_ 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 +04 +1 +04 +1 4 MTG.RNL,TYP. 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 +09+1 +134 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS UPDATE TABLES, SELECT VALUES DUE TO ANCHOR CAP. ADJ. mu.rr. ANCHORAGE SPACING, XOX (1/3-1/3-1/3) REVISE ANCHORAGE FORMAT, HEAD &391.041341588 �� ORME x0801014, FL 34273 P.e.egx,eaz:+ Hamm FL 34211 �� „ � VIrj3 Heuer 10 1' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT A2) DSPACEDANE lV9fON301ASSTYPE'SOTHRU Ms 0040 HR7 :1 8 . N TS °� �'"'°'" " 9 d 11 I 4127 -10 I C • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • •• • •• ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • ••• • • • •• • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • ;ANCHO Q'iAJ TmES XO & OX WINDOWS 1 +02 +1 1+02 +1 1 +C2 +1 1+03 +1 1 +03 +1 1 +03+1 1 +02 +1 1 +C2 +1 1 +C3 +1 1 +03 +1 1+03 +1 1 +03+1 2 +C2 +2 2+02 +2 2 1 +02 +1 3 1 +02+1 3 1+02 +1 3 1+42 +1 4 1 +02 +1 4 1 +03+1 3 1 +02 +1 3 1 +02+1 3 14-02 +1 4 1 +02 +1 4 1 +03+1 4 1 +03 +1 3 1+02 +1 4 1+02 +1 2 1 +c2 +1 3 1+03 +1 3 1 +03+1 3 1 +C3 +1 3 1 +03 +1 3 1 +04 +1 2 2+02 +2 3 2+03 +2 3 2 +03 +2 3 2 +03+2 3 2 +04+2 3 2 +04 +2 2 2+02 +2 3 2+03 +2 2 1 +02 +1 3 1 +02+1 3 1 +C2 +1 3d 1 +C3 +1 3 1 +03+1 3 1+03 +1 2 1 +C2 +1 3 1+02 +1 3 1 +03 +1 3 1 +03+1 4- .1 +C3 +1 4 J 1 +03 +1 3 2 +02 +2 3 2 +02 +2 3 3 3 4 4 3 3 3 4 4 4 3 4 ••• • ANCHOR TYPE: & SUBSTRATE �,�••• •• • t437.1004( 30.075 11 +42 +1 48.000`' 1 +02 +1 50,625 1 +C2 +1 54.000 1 +02 +1 60.000 1 +02+1 63.000 1 +02 +1 48.000 x 38.375 1 +02 +1 48.000 1 +02 +1 50.825 1 +02 +1 54.000 1 +02+1 80.000 1 +03+1 83.000 1+03+1 53.125 x 38.375 48.000 50.825 54.000 60.000 63.000 00:00D0 x 38.375 48.000 50.625 54.000 60.000 83.000 68.000 x 38.375 48.000 50.825 2 +03+2 54.000 2 +03+2 60.000 2+03+2 63.000 1 +03+1 74.000 x 38.375 2+02 +2 48.000 2 +03 +2 50.625. 2 +03 +2 54.000 2+03 +2 60.000 2 +03 +2 03 63.000 2++2 Revel* Vets 4/18107 Dma 10/1T/Off aom 8/13/30 Icac 2128/06 R.ktm" C R • Rm .eviodRc J.J. GLASS TYPES A,B,G,H 2,3, WOOD ZONES m 2 3 3 3 3 3 3 3 3 4 4 4 4 3 4 4 4 4 2, CONC ZONES 1 +02 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1442 +1 1+432+1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +02+1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +03+1 1 +C3 +1 2+02 +2 2 +02 +2 2 +02 +2 2 +03 +2 1 +03+1 1 +03+1 UJ 2 3 3 3 3 2 3 3 3 3 3 3 3 2 3 3 3 3 1, CONC ZONES 1 +02 +1 1 +02 +1 1 +02 +1 1+03+1 1+03 +1 1 +02 +1 1 +02 +1 1 +03+1 1 +03 + 1 +43+1 1+03+1 2 +03 +2 2+03+2 2 +04 +2 2 +04 +2 2+42 +2 2+03+2. 2 +03 +2 2 +134 +2 2 +04 +2 2+C4 +2 m 2 3 3 3 2 3 3 3 3 3 4 4 4 3 4 4 4 4 GLASS TYPES C,D,E,E,I,J,K L 2,3, WOOD 2, CONC ZANES ZONES x „• 1 +02 +1 1 +02 +1 1+02 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1+02 +1 1 +02+1 1+C3+1 1 + 03 +1 2 +03 +2 2 +03 +2 2+03 +2 2+03 +2 2 +02 +2 2+03 +2 2 +03+2 2+03+2 2+03+2 2 +04 +2 CHIi.TABLE# 7O A S SELECT VALUES DUE TO ANCHOR CAP. AUJ REWSEANCFIORAGE FORMAT, HEMS SILL amigo Wa'I8 ADD SPACE DIME TO CLASS TYPES 0 THRUL or avoe 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 2 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02+1 3 1 +02 +1 3 1 +02 +1 2 1 +02 +1 1 +02 +1 1 +02+1 1 +02+1 1 +02 +1 1+034-1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +03+1 1 +03+1 1 +02 +1 1 +02 +1 4 1+02 +1 4 1 +02 +1 4 1 +03 +1 4 1 +03+1 3 2+02+2 4 2+02 +2 4 2 +02 +2 4 2 +03+2 5 2 +03 +2 5 2 +03+2 g m 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 2 +03 +2 2 +03+2 3 3 3 3 3 2 3 3 3 TABLE 6 1, CONC ZONES 1 +C2 +1 1 +02+1 1 +02 +1 1 +03+1 1+C3+1 1+02+1 1 +02+1 1 +03+1 1 +03 +1 1+C3 +1 1 +03 +1 1 +02+1 1 +03+1 1 +03+1 1 +03 +1 1+03+1 1 +04 +1 2 +C2 +2 2 +03+2 2+03 +2 2 +03+2 2+04 +2 2 +04 +2 2 +02 +2 2+133 +2 2 +04 +2 2 +134 +2 2 +02 +2 2+03 +2 2 +43+2 2 +04 +2 2+04 +2 2 +04 +2 Imo TECHNOLOGY DRIVE NOKOMIS. Ft. 3427E P.C. BOX 1SBB NOKOMIS, FL 34214 In g m 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 3 3 4 4 4 3 4 4 4 4 5 V,,i/J, Batter NOTES: 1. ANCHOR TYPE& 1 - 1/4' ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 -1112 STEEL SCREWS (06) 2. GLASS TYPES: A. 5/18' LAMI - (1/8' &A90, 1/8' A) 0.6/16• LAMI - (1/8' A..090. 1/8° HS) C. 5/18° LAMI - (1/8' H3,.1190,1/8' 1-13) D. 7118' LAMI - (3/16' A,.090, 3/16' A) E. 7/18' LAMI - (3118" A,.090, 3118° HS) F. 7/1W LAMI - (3/16' HS,.090, 9 G. 13/18" LAMI IG -1 /8' OR 3/16' A, 5/18' OR 318' SPACE, 5/16° LAMI H, 13/16" LAMI 1G -118" OR 3116" A. 5/16" OR 318" SPACE, 8/18" LAMI 1, 13116' LAMI K3 - 1/8' OR 3/16° A, Mir OR 3/8" SPACE, 5118' LAM - J. 13/18" •AMI IG - 1/8' OR 3118" A, 3116" OR 114" SPACE, 7/18' LAMI - K.13/10" LAM) 10 - 1/8.0)1 3/18° A, 3/18' OR 1/4• SPACE, 7/18" LAMI L 13/18' LAMI IG - 1/8' OR 3118° A, 3/16' OR 1/4' SPACE, 7/18 LAMI 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 & SOL• 101/2' MAX. ON EACH 810E OF MEETING RAIL CENTERLINE. 18 9/4' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 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. 0.0. ANCHOR SPACING) 8 314` MAX (-.-3` MIN. 9' REF. 1 -11 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) �► - 18 314' MAX - 1/2" TYP. ,I I---3° MIN. 9° REF. I� 1 , , I - o NCHOR QUANT{TY PER JAMB MTG. RAIL - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS ,R. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seinsormat HDTV NT 10 11 4127 -10 I C - (1/8" A,.090, 1/8° A) - (1/8 im° HS) ( HS) (3116' A,.WO, 3/18'' A) - (3118° A,.090, 3/16' HS) - (3118 3/18' HS) PRODUCT. eVISED as Cum( ride • 6u93 3C 1 08 1S,dq AC34pimtm 1�'0 . Fxpl tl DWC ' /1 Sy i <. PcIduct 0 100 # 4// Robert L Dark. P.E. PE 439712 Structural • • • • • • • • • • • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • •• ••• '• • • • • • . • • • • • • • • • • • • • •• • • • •• • • ••• • • • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • •• • • • • • • • • -• • I •�¢• MIK 3.4 KSI I • CONCRETE 1oVRD • cK, 3 • • • ••• •• CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 • 1 3/4" MIN. MIN. 3.4 KS E.D. TYP. CONCRETE FJL F.K Its* air EX. • 1 /4"" MAX, "—►" SHIM CONCRETE ANCHOR NOTE 1 5!3/06 Aft 2126me 1 31W MIN. A ADD NOTES maw I 3123!06 J.J. 1 314° MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 :: NOTE 1® AX MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 0 A 1/4° MAX. SHIM -.1 h 2x WOOD CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1>t WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS •• B DETAIL C sum DETAIL D NOTE 3 A TYPICAL FLANGE FRAME / S I LL SECTIONS 4/1557 C A D D I FRAME CHG. TO Fly" . 8 F OrOakeao 10117/06 3 REVISE EDGEDIST. , EIBIEDMENTB SHT, REFERENCES 1 1/4" MIN. (1.5 a MU) R PER NOTE 1 L (3.4 KSI CONCRETE) 1 13/4° "• MIN. E.D WOOD ANCHOR, NOTE 1/4° MAX. 5HIM 1 3/13 MIN. A NOTES: 1, FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 1 3/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °, FLATHEAD ANCHORS MUST RE #12 TRIMFIT HEAD. 2. FOR W0013 APPLICATIONS IN MIAMI -DADS COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX WITH © #12 TRIMFIT HEAD. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/T. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD RUCKS 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 JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 50113 -T5 AND A MINIMUM OF 1#8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 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 RE USED. ' 5. MATERIALS, INCLUDING BUT NOT LIMITED TO S I ttL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDI11ON. 46 IA (HEAci EXTERIOR INTERIOR SILL DETAILSA,B,C.D &H) DETAIL H (HEAD NAILING .131 DIA, MIN. x 2 1P2 ° NAIL AT CORNERS AND 6° O.C. TYPICAL DETAILS G. H & I. DETAIL G (SILL) DETAIL I (JAMB) ® TYPICAL INTEGRAL FIN FRAME SECTIONS 08 TECHNOLOGY DRIVE P ANCHORAGE DETAILS NCKOMS, 34215 .. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT J CT P.0.13911 1529 _ NOKOMIS, FL 34274 Visa Better Hg Half l 11 > 11 412740 C Os ..ti RAE -rD1f it:.11 Robert L CIslk, P.E PE 631712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, . L 34274 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of constriction 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 material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Outswing Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12117102 with revision "D" dated 06/23/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSYLE IMPACT RATTING: 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. TERM[NATION 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 4 .NO¢l. •••••• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade [:ounty,'Ilorida, and followaa • • • • by the expiration date may be displayed in advertising literature. If any portion of the 1 OA is ilispiged, theft • •: • it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mani asturer or ids • • distributors and shall be available for inspection at the job site at the • • • • P J request of t�.e�� ding Qffic�. . This NOA renews NOA # 05- 112911 and consists of this page 1 and evidence pAg ,p1 and !2 'aCwell qs • approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • • • • • •• • • •••• • • • • • • • •••• NOA Expiration Date: May 22, 2013 Approval ElateLlway 1R, 20na Page 1 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SurrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372-6339 www.maimidade.gov/buildingcode PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 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 1. 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 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 2. Test reports on 1) Air Tnfiltration 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 32.1 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 tinder NOA# 054129.11) 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•192 -94 3) Water Resistance Test, per FBC, TAS 202 ; 94 , ; ' • • • • • • 4) Large Missile Impact Test per FBC, TAS 201 -9'4 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 23-94 •' • • 6) Forced Entry Test, per FBC 2411 3.2.1 anti A 202 -94. • • • • along with marked -up drawings and installation diagram of twit c swing aluminum • casement windows, prepared by Fenestration Testing Labora Ra ldo. • FTL 3587 dated 10/8/02, signed and sealed by Jo- - .h Chan, P.P • - • • • (Submitted under NOA# 03- 0611.02) Pt4dnct Control s . a i - � r.. % NOMig..418 .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -1 • • • PGT Industries G. OTHER 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. I i L 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted wider 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.92) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Camplies w /ASTM E 1300-98 D. QUALITY 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. for their "DuPont Butacite 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:seals4 by Rotet Clark, P.E. • 2. Statement letter of no financial interest, dated 12/19/02, sign'�ed id sealed by Robert . • L. Clark, P.E. E -2 . • • 1. Notice of Acceptance No, 05- 1129:11, issued to PGT Industries or th Aluminum Casement Window — L.M.I., approved . 0 3/06' Rp •••• •• •• ' es C -740 5/22/08? • • • • • • • Mancne lit y P.E. • • • Aaauct Coutse : l into .. • • NOA'Wm. ' .� s 17.11 Expiration Date: May 22, 2013 Approval- Dater -2008 • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • NOTES: LARGE MISSILE WINDOWS n 9. Fes F.K F.K • � F • • • ••• aNr ReefsbarC NION3 c NO CHANNE THIS SHEET ••• • • • • • • • ADO rir • • • • • •• • • • ••• GL $9 TYPESP AND 0. REVIHEANCHOHAGE. !070 TfcrNCLOCYDRIVE NOXOM3, FL $4275 P.o. 0OX 1529 00!02#,09, FL 34274 Visibly Better ' CONFIGURATIONS OPTIONS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS -VI/i AN :090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B: 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ 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 .000 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) 5/16" 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. 1/16" 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. 8 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 INTIRLAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX AND 0 3 x 0 0 X 0 X I X 0 X UNEQUAL LITES x 0 UNEQUAL LITES 0 X UNEQUAL UTES 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 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 44-4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 444 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL UTE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. AS,4. 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 8, RII 1: MAX. or FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" 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 • • • • • • • V/V. 13" SPACING • • (2)4RNCHORS 3" APART AT MID -SPAN 416 13 PRESSURES ES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEET BE USED IN THROUGH 9 DBEs APPUCATIONS DESIGN PRESSURELIMETATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHU I I ER REQUIREMENT: NONE REQUIRED at NARROW JOINASEM ANT IS USED ON ALL FOUR CORNERS OF THE FRAME. , 7.VE EI:ENCE t, EST FTL- 3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • • • • • • er • twat! • • 3!28189 B a ADD 13 0"LG. 4 MOVE MATING OETAILS 7D sneer 2 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS I 1 a 13 7045 -8 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 PR0DUCPQtSMS'wSS 49 veettkr ;-ti4 Alk ihcni t14 94krt t. 4:m ?s .7 Cal: Lucas A. Tamer, P.E. P0098201 Mechanical SO • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • F.K A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED GLASS • • • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • • •1 • 5/16" LAMINATED GLUING DETAIL • 1 • • • • • • • • 7/16" LAMINATED GLAZING DETAIL ••• • • • • • • • •• • • • • • • • • • • • • • • • • 37200 6 REDwSv GLAZING mutts ADD tsar La I " 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE ,090 PVB INTERLAYER 3/16" HEAT I --• STRENGTHENED GLASS .65" NOM. GLASS BITE 3a aota amaarn F.K 7/10033 C NO CHANGE TTIS NeMBy. tlaGa 1rnKdmn: F.K 0673700 D ADD 13/1171AMI LG. WI 71181,4114 CORRECT e'tO"LAMI DETAIL 011/25A13 • • NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1070 TECHNOLOGY DRIVE mazes, F134273 P.O. SOX 1020 NO1KOMIS, FL 34274 1 Vb bly Batter 13/16" 86 13/16" 13/16° I.G. W/ 7/16" LAMI A GLAZING DETAIL 13/16" I.G. W/ 5116" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA - 740 1 N rs 1 2 d 13 I� 7045-8 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE RdAnsc Ae, M 7- [IA2Vas' . Laa,s A. Teener, P.E. PE 420201 Mechanical • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • • • •• \,/( \.\\ 0, 1 •• • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • CENTERLINE 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. D.C. • • • ••• •• • • • •• •4 • .• • • • • •4r AX •• • 4" MAX. • • • ••• • • • • • • • • • • • • • • • • • • • • • ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 7" Imo— I-► r" 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 13" MAX. O.C. i I " ANCHOR LOCATION TYP. 60" MAX. FIXED 4" MAX DENOTES - HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. • 4" MAX. 30" MAX. r DAYLIGHT -] OPENING ELEVATION W - •"XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 0" MAX. DAYLIGHT- - I OPENING / • SEE MEETING RAIkDETAIL . (2) I 14 1/2" MAX. O.C. TYP. ELEVATION "g" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT -" I— a i 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 89° MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT MOM= 111100400g0 ascallaASme:4lh Ile Vedas. BPIIFd n; COI B410.691.: v, FJC PIK x 711003 B�2.vns I 2/i:(72 Rao,. s • Haee,6nr • • • CHAIWE SHEET NO, REFEREVCIES ADD HINGE LOCATION TM CHANGE MAX NI: TO 7B' AND MAX DLO TO or ria • lanJ TECHNOLOGY DIME NOHOMIS. FL 34271 P.O. BOX I82 NOHOW; FL 34274 "X" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ate. OA•740 71 TS anaa 3 m 13 r aw.. 7045.8 la,cas A. Tamer. P.E. PE p88201 Mechanical VI- Voce • • • ••• • • • • • • • • • • • •• •• • • • •• • • • • •• • • • • • • • •• • • • • • ••• . • 13" • MAX. • • • • • • • • O.0 •• • • • •• ••• •• • • • • • • •••• • • •• • • • • • 141/7 " Q.C. VENT ••• • WOAD & SIlLONLY • • • • • • • • • • • • • • 1 ' CNARi3ESHEETNO. REFERFRCES O.ard"r °ao• B/23105 C tee,. tea: I F 7/10103 D • • • • •mw.•r. Sr e • q"•Np• 1faQ • • • FIE 62/1,02 F.K. • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 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 API'R0X FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ADO HINGE DETA& Al HINGE LOCATION ROTES CHANGE MAX. HT. TO 7B AND MAX OLO TD 69• 37" MAX. WIDTH 30" MAX. DAYLIGHT OP ING 4" MAX 4" MJ L ELEVATION "D" - "X° (SEE SHEET 6 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. DAYLIGHT -- OPENING 4° MAX. 4" MAX 37" MAX. VE 69" MAX. DAYLIGHT OPENING 14 1/2" 1070 TECHNOLOGY DRIVE NOXOMA FL 34176 P.O. BOX t829 MOIDOMIS. FL .14214 MAX. O.C. 76" MAX. HEIGHT 53" MAX DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) E-- - N;AX. O.c T 60° MAX. FIXED vaft1 13" MAX. O.C. 4" MAX. 4.�naae CA -74D 4° MAX. ELEVATION "E " - "0" (SEE SHEET 7 FOR PRESSURES) 69" M AX DAYLIGHT L . OPENING ELEVATION "F" - "X0" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) "X ", a0 ", "X0 "& "OX"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ANTS A 76" MAX, HEIGHT 4 " 13 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 7045 -8 A 69" MAX. DAYLIGHT OPENING 78" MAX HEIGHT noinictIlaInsm WthIPUthigt Ott ne IBP4 ±- 2 PROM= AMMO res eom1+11yD++Y;+ i8 gcpWt+ama' -- ! ; :i a l'.N ll 1 I/ Voce lama A. Turner, PE. Pe 4158201 Mech"N®1 / / II � \ 1 0 \ •• • • • • • ••• . • 13" • MAX. • • • • • • • • O.0 •• • • • •• ••• •• • • • • • • •••• • • •• • • • • • 141/7 " Q.C. VENT ••• • WOAD & SIlLONLY • • • • • • • • • • • • • • 1 ' CNARi3ESHEETNO. REFERFRCES O.ard"r °ao• B/23105 C tee,. tea: I F 7/10103 D • • • • •mw.•r. Sr e • q"•Np• 1faQ • • • FIE 62/1,02 F.K. • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 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 API'R0X FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ADO HINGE DETA& Al HINGE LOCATION ROTES CHANGE MAX. HT. TO 7B AND MAX OLO TD 69• 37" MAX. WIDTH 30" MAX. DAYLIGHT OP ING 4" MAX 4" MJ L ELEVATION "D" - "X° (SEE SHEET 6 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. DAYLIGHT -- OPENING 4° MAX. 4" MAX 37" MAX. VE 69" MAX. DAYLIGHT OPENING 14 1/2" 1070 TECHNOLOGY DRIVE NOXOMA FL 34176 P.O. BOX t829 MOIDOMIS. FL .14214 MAX. O.C. 76" MAX. HEIGHT 53" MAX DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) E-- - N;AX. O.c T 60° MAX. FIXED vaft1 13" MAX. O.C. 4" MAX. 4.�naae CA -74D 4° MAX. ELEVATION "E " - "0" (SEE SHEET 7 FOR PRESSURES) 69" M AX DAYLIGHT L . OPENING ELEVATION "F" - "X0" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) "X ", a0 ", "X0 "& "OX"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ANTS A 76" MAX, HEIGHT 4 " 13 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 7045 -8 A 69" MAX. DAYLIGHT OPENING 78" MAX HEIGHT noinictIlaInsm WthIPUthigt Ott ne IBP4 ±- 2 PROM= AMMO res eom1+11yD++Y;+ i8 gcpWt+ama' -- ! ; :i a l'.N ll 1 I/ Voce lama A. Turner, PE. Pe 4158201 Mech"N®1 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) B. 5116" LAMI (1 /8"H5,.090,1/8"HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 515 54 57 J 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191 /8 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 -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 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 -89.8 70.0 -86.3 70.0 - 84.2 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 69.9 -67.8 67.8 -68.2 662 -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 -00.0 70.0 -90.0 70.0 -90.0 70.0' - 90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70,0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -88.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 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 -00.0 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 -90.0 50.4 70.0 -47.7 -90.0 47.7 70.0 - 45.6 -90.0 45.6 -43.9 70.0{ -87.8 43.9 -42.2 70.01 -84A 42.2 70.0 B,E -90.0 70.0 -90.0 7 0.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 X90,0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0 34 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -65.5 65.5 -57,5 57. -54.9 54.91 -51.8 51.811- 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 70.0 -75.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 tregeottsSxmo •a the frboldb > .7i. PI •: 1I 1 ' r 1 36 A -75.0 70.0 -75.0 70.0 -78.0 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 -422 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. -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , _ A -75.0 70.0 -75.0 70.0 -73.7 70,0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 BE , -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 45.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580 FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/18 "A,.090,3116"HS) ALL "X" SIZES UP TO 37" WIDE x 83" HIC3H AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 PPM= MEWED its lmnptytrgwith the MA& Stiffing 7} ,= •1r1ta Data . 7 i'' 'AY TABLE 2A. "X" WINDOWS • TEST REPORTS: FTL -4807, FTL -4808 A GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /16"H8) F.13/16" LAMI (1 /8"A,AIRSPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 78" HIGH [- 55.0155.01 rx" • • • •• • • • • • •NOeTE s•• ••• x •[t, 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1 /4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. • • • • • • • &•, • ,•• • / Lust" A Tum"r. P.E. PE 058201 Mechanical • F K F.10° 3/2813 /lama fm u o ADD G&W TYPE TOMOLES la d 1078 TEGHNOLOOY CANE NOKOMIS, F7.34275 P.O.T 1529 NoKOMM,, FL 3494 r0 - • • Usibly Better PRESSURES- X CONFIG. WINDOWS NO c'uNGE 7111s sHEEr roue ALUMINUM CASEMENT WINDOW, IMPACT ANCHORS & ADD 75" HEM' OPTION e. CA-741:1 arm NT8 armor mwra m.. 5 ^' /3 i 7045.8 D •• • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • •• • • • ••• •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• 53 1/8 57 60 04 66 72 74 A -75,0 70.0 A -75.0 70.0 A -75.0 70.0 A -75.0 70.0 A -75.0 70.0 A -75,0 70.0 A -75.0 70.0 31 NEG -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEG -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 75.0 -75.0 -75.0 - 73.7 38 3/8 43 48 50 5/8 1 PCS NEG POS NEG POS NEG 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 -75.0 70.0 -75.0 70.0 -76.0 POS NEG 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 NEC) -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 652 60.0 Sal 51.8 47.9 46.4 COMPARATIVE ANALYSIS TABLE 3. 26, NEG POS HEIGHT -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70,4 "XX" WINDOWS GLAZING OPTION: A. 5/16" LAMI (1/8A,.090,1/8 "HS) 70.0 70,0 70.0 70.0 70.0 70,0 67,9 -75.0 -75.0 -75.0 - 71.1 -65.5 -60.4 -59.0 70.0 -74.4 70.0 70.0 -76.0 70.0 70.0 - 68.4 68.4 70,0 -61,8 61.8 65.5 -57.5 57.5 60.4 - 54.3 54.3 59,0 -52.8 52.8 -75.0 -75.0 -75.0 -75.0 -75.0 -72.1 -69.6 -65.2 - 63.0 -63.9 -60.0 -58.5 - -56.1 -53.8 -64.9 -51.8 -48.6 -51.1 -47.9 -44.8 -49.9 -46.4 -43.5 57 60 63 NEG POS ,NEG POS NEG POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 a 48.6 44.8 43.5 TEST REPORTS: FTL -3582 -75.0 70.0 -75.0 70.0 -75.0 70.0 -69.5 69.5 -80.8 60.8 - 56.2 56.2 - 50.4 50.4 -46.2 45.2 -42.2 42.2 -41.1 41.1 -75.0 -75.0 -75.0 -87.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 70.0 70.0 70.0 87.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4.. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/18 "A,.090,3 /16"HS) TEST REPORT: FTL -3580 X X the Medea ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3680, F L -4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116 "H5 ) F.13/16" LAMI 118 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1.55.01 55.0 • � • • ��• • • • • • •• • • • • • • • • • 1. F R INSSTALLA11ONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" 8S4 CRE I E -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. • • ••• • • • • • • • • • • • • • • • • • • • • • • • D n,wea,: time REVISE ANCHORS 4 ADD TABLES 74' HEIGHT OPTION 1070 TEL4HNOLOGYDRNE NORMS, FL 34274 P.O. BOX f53B PRESSURES- XX CONFIG. WINDOWS TAM ALUMINUM CASEMENT WINDOW, IMPACT 8a. r aritlectia monspleatonithet aiteatt AampteuroAta nm, 19 Law" A. Timer. P.E. PE t/6420, Mechanical Arad F.K W23N5 • • • • lbw* ter • .buVea44• OLP • • • FA W'VI12 • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Hearer r sae NTS J 6 m 13 7045-8 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • •• COMPARATIVE ANALYSIS TABLE 6. 'XOX' 72 74 79 94 90 98 101 108 3/8 108 111 114 117 120 • B,E C A 8,0 CF A B,E C,F A B C,F A )3,E C,F A 8,E C,F A B,E C,F A B 0,F A B,E C,F A B,E C,F '70 70.0 •90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -73.7 70.0 - 67.9 67,9 - 50.0 50.0 -528 70.0 - 76.0 70.0 - 75.0 70,0 - 75.0 70.0 -75.0 70.0 -00.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70,0 -87.8 67.8 - 02.1 02,1 58.7 55,7 -49.6 70.0 - 70.0 70.0 -75.9 70.0 -75.0 70.0 -76.0 70,0 -90.0 70.0 -90,0 70.0 - 90.0 70.0 -90,0 70.0 .524 62.4 -58,4 68.4 53,3 63.3 -588 70.0 70.0 70,0 70.0 708 65.0 70.0 70.0 00,8 70.0 70.0 68.7 70.0 70.0 -75,0 -00,0 -58.0 -768 .0.0 -64.3 -78.0 -00,0 •51.3 -75,0 80 -,0 - 48.7 •75.0 •90.0 582 -47,9 47.9 70.0 -75.0 70.0 70.0 -90.0 70.0 57.1 -48.4 46.4 70.0 -75.0 70,0 70.0 -90.0 70.0 80.2- 44.844.0 70.0 -75.0 70.0 70.0 -00.0 70.0 65.0 . 43.4 43.4 70.0 -75.0 70.0 70.0 - 90.0 70.0 63.4 -42.2 42,2 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 - 75.0 70.0 -78.0 -90.0 70.0 -90.0 -54.6 54.6 -59.3 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 -51,1 61.1 -55.1 - 75.0 70.0 -75,0 - 90.0 70.0 -90.0 - 48.3, 48.3 -52.7 -76.0 70.0 -75.0 - 90.0 70.0 -90.0 -45.4 45.4 50.0 -75.0 70.0 -78.0 70.01- 90.0 70,0 -88.6 708 70.0 59.3 70.0 70.0 55.1 70.0 70.0 527 70.0 70.0 60.0 70.0 70.0 - 44.5 44.5 - 40.1 49.1 - 78.0 70.0 - 76.0 70.0 - 00.0 75.0 - 88.9 70,0 43.3 43 -47.5 47.6 - 75.0 70.0 -75.0 70.0 - 90.0 70.0 -54.3 70.0 -42.1 421 - 40.2 48.2 - 768 70.0 - 78.0 70.0 -90.0 70.0 -01.8 70.0 .40.9 40.9 - 44.8 44.8 -75.0 70.0 -75.0 70.0 r 90.0 70.0 - 79.4 70.0 - 39.7 39.7 - 43.6 438 70.0 -92.0 70.0 82.8 -40.9 49.9 70.0 - 75.0 70.0 70.0 -90.0 70.0 49.8-48.948.9 70.0 - 75.0 70.0 70,0 -80,0 70.0 59.4 •53.4 53,4 - 75.0 70.0 -75,0 70,0 -90.0 70.0 - 90.0 70.0 - 53.6 53.8 -50.9 50.9 - 76.0. 70.0 - 75.0 70.0 - 90.0 70.0 -88,2 70.0 51.451.4- 48.8408 -76.0 70.0 -75.0 70.0 88.0 70.13 -80.9 70.0 -48.7 48.7 -48.9 48.9 - 75.0 70.0 -76.0 70.0 - 81.2 70.0 -75.7 70.0 -45.1 48.1 -44.2 44.2 - 75.0 70.0 .75,,0 70.0 - 78.4 70.0 -71,1 70.0 -90.0 -46.4 -75.0 -90,0 -43.8 -75,0 -90.0 -50.0 70.0 -90.0 70.0 -90.0 48.4 - 43.8 43.6 -41.1 70.0 -75.0 70.0 -75.0 70.0 - 90.0 70.0 -90.0 43.6 -41.1 41.1 -38.6 70,0 -75.0 70.0 -75.0 70.0 -90,0 70.0 -87.4 50.0 . 48.9 48.9 .44.3 -75,0 70.0 -78.0 70.0 - 90.070.0-84.570.0 -47.5 47.6 - 44.7 44.7 -76.0 70.0 -75.0 70.0 - 81.8 70.0 - 76.9 70.0 -45 3 45.3 - 42.5 42.5 - 78.0 . 70.0 -75.0 70.0 -70.0 70.0 - 70.7 70.0 -43.5 43.5 -41.3 41.3 - 75.0 70.0 - 75.0 70.0 - 70.3 70.0 -60.8 66.0 -42.2 422 - 40.1 40.1 -76.0 70,0 - 76.0 70,0 58.6 86.6 -63.0 03.0 70,0 - 90.0 70.0 -55.01 55.0 -55.01 65.0 41.1 -38.6 38.8 70.0 -75.0 70.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 38.8- 36.538.5 70.0 -75.0 70.0 70.0 -832 70.0 - 55.0166.0 - 56.01658 44,3 -41.9 41.9 -76.0 70.0 -75.0 - 79.7 70.0 -75.8 -42,1 42.1 -39.7 -75.0 70.0 -75.0 -72.4 70.0 -69.2 -40.4 40.4 -38.4 - 75.0 70,0 , -75.0 -67.3 87.3 -64.1 - 39.2 392 -37.1 - 76.0 70,0 -74.3 -63.5 638 -60.5 -38.0 38.0 -38,2 - 76.0 70.0 -72.4 -60.0 80.0 -57,3 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -35,1 -722 -54.5 •35.5 37.6 -35 :0 70.0 -71,0 69.1 -56.4 372 -35.4 70.0 - 70.8 57.5 -54.8 38.7 -34.8 70.0 -69.8 55.9 -53.2 36.1 -34.2 70.0 58.4 64.6 -51.0 35.5 -33.7 70.0 70.0 39.7 70.0 89.2 38.4 70.0 64.1 37.1 70.0 60.6 362 70.0 57.3 -65.0T55.0 -55.01 55.0 - 55.0155.0 -55,0[ 55.0 -55.0155,0 - 55.01568 - 55.0155.0 - 52.6152.8 - 53.6153.0 - 49.4148.4 38.0 70,0 58.4 - 52.8152,8 - 48.4148.4 35.4 70.0 64.8 -51.11 51,1 - 46.8146.8 34.8 68.0 53.2 .19.4149.4 482148 2 342 68.4 51.6, 47.8147,8 43.01 43.8 33.7 -48.21 C,F -908 70.0 X90.0 A 70,0 -76.0 8,E 70,0 -75.0 0,F A 70.0 -90,0 70.0 -76.0 0,0 70.0 -75.0 0,1" 70.0 .60.0 A -75,0 70.0 -78.0 -76.0 -76.0 -90,0 -75.0 -75,0 -90.0 -75.0 -00.0 -76.0 -75.0 -00,0 -78,0 -76.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -80.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 75.0 -75.0 -90.0 -74.2 -75.0 -90.0 70,0 -68,2 - 428 42.8 -412 70.0 -75.0 -75.0 709 -76,0 70,0 -90.0 - 70.7 70.0 -68.7 70.0 -55.0 70.0 -75.0 70.0 -80.0 -41.3 41.3 -402 - 75.0 70.0 -76.0 59.0 89.0 •64.9 -72.9 -76.0 70.0 -70.0 70.0 -76.0 70,0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 -76.0170.0 - 75.0 70.0 -73.3 70.0 = 71.0 70.0 - 67.4 6 -908 70.0 - 80.0 70.0 -90.0 70.0 90.0 70.0 -77.1 70,0 57.3 87.3 -03,3 ( 63.3 - 69.1 60,1 50.0 56.0 -53.0 53.0 -50.0 50.0 - 48.3146.3 -42.6[42.8 .65.0 -55.01 -55.01 -42.6 WID "O" 36 37 3912 42 45 48 5012 531/8 54 5512 57 5812 60 GLAZING OPTIONS: A. 5/10 LAMI (1/8"A,.090,1/8116) B. 5M0" LAM (1/8°H3,.090,1#011S) C. 7116' LAMI (3116•A,.090,3/181HS) 6.13/16" LAMI 1/8 "4S 3/5" SPACE,5/16" LAMI -W/ /81HS .090 !0"H F,13/16" LAMI 1/8" R SPACE 7/16" LAMI -W/ 3/167‘,.090 3/16"H IGHT 31 38 316 MEG POS NEG POS NEG -75.0 70.0 -75.0 70,01 -70.4 -75.0 70.0 -75.0 70.01 -75.0 - 75.0 70,0 -75.0 PDS 70.0 70.0 43 48 NEG POS NEG -60.4 85.4 -54.3 -78.0 70.0 -75.0 "0" 61/4-1/24/4 XOX" WINDOWS P05 54.3 70.0 50 5/8 54 NEC POS NEG -61.1 61.1 -47.9 POS 47.9 70.0 60 NEG -44.8 -75,0 PDS NEG POS 44.8 422 70.0 -75.0 42.2 70.0 63 NEG POS NEG IPOS -39.7 39.7 -75.0 70.0 TVI - E7• • ••• •• "0° & "114-12- 1 /4 XOX WINDOWS TEST REPORT: FTL -3580 • • .. . 8 • • •• • • • GLAZING! OPTION: D. 7/18° LAMI (316'1-IS,890,3/18"H ALL "0" ORES UP TO 80" WIDE x 83" - HIGH AND ALL "1/4-1/2-114 OX" SIZES UP TO 120" WIDE x 63" HIGH 1- 90.0170.0 TABLE 712• ••• •• "Q" & "114 -1/2 -114 XOX" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 GLAZING OPTIONS: 0, 7/16" LAMI (3/151IS,.090,3/16"HS) 0,13/16" LAMI (1/6 "A,AIR SPACE, 7 /18" LAMI -W! 3/16118,.09D,3/16118) ALL "Cr SIZES LIP TO 60" WIDE x 76" HIGH AND ALL "1/ 412 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH 1- 55.0155.0 NQTES: 1 FOR IN §WLATiONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • • 1414" SS4 ORETWFLEX ANCHORS. BBBB •2 t IA NC'GM't I 1 12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.S.F. ADLPG 5 TYPE TO TABLE F./( rmeasr. FJG 7 /!0/1x3 Wk 023105 NO CHANGE llitS SHEET CHANGE ANCHORS APB IA007G - HT, OPTION 1 Srna4,nf® • ••K/• *112.82 • •• • • • • • • • 1070 7ECNNtW5Y17RNE NOKOMIS, FL 34278 P.a 09x:0'81 NOIOM08, 17.34274 u,•„ •LI* meter TEST REPORTS: FTL - 3582, FTL•3729, FTL - 4607, FTL - 4606 04.740 NTS 7 a 13 72 76 NEGIPOS MEG 1FOS 55.0 -55.01 55.0 558 55.0 -55.01 56.0 - 532163.2 48.2 - 49.81 -452 45.2 -43.0143.5 420 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 7045 -8 - 41.7141.7 40.8140.5 1 4 x 1 2 0 4 x 0 PROOOCR RI�181VED rm �PII'hs with th8195159 Se Cade A P4D 06te Lwas 1.. Turner, P.E. Ma 5ma1 • • • • • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • COMPARATIVE ANALYSIS TABLE 8. "XO" 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"1-1S) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEI3 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P08 37 551/2 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 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 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 -76.0 70,0 -75.0 70,0 491/3 74 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 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 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 70.0 772.1 70.0 -89.5 69.5 - 67.5 87,5 56 8d A -75.0 70,0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 75.0 70,0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -82.7 82.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -68.4 88.4 -83.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 55.2 -53.4 53.4 84 98 k -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 -58.1 58.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0_ -68,4 66.4 -582 58,2 -55.6 55.6 -52,6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -71.8 70.0 -61.8 81.8 -55.1 551 -51.9 61.9 -48.9 48.9 -46.8 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 I -42.2 42.2 -39.7 39 7 74 111 A - 75.0 70.0 -75,0 70.0 -73,7 70.0 - 67.9 67.9 -59.0 59,0 . . -52.8 52.6 -49.9 49.9 -46.4 48.4 - 43.5 43.5 41.1 41.1 -38.6 38,8 •• • • • • • • ••• • • • •• • • • • • • • • • • • • • • •• • • • • • •• TABLE 9. , "XO" or "OX" & "1/3 -1/3 -113 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL-3729 GLAZING OPTIONS: B. SH6" LAMI (1/8"HS,.090,1/6 "HS) E. 13/16" LAMI (1/6"HS,3/8" SPACE ,5/16" LAMI -WI 1/8"HS,.090,18 "HS) ALL "XO" 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 -75.0 70.0 TABLE 10. "XO "or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16•HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/34/3 -113 XOX" SIZES UP TO 111" WIDE x 63" HIGH -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4606 OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/161-IS) F,13(16" LAMI (18 "A,AIR SPACE,7718" LAMI -W/ 3/16 "A,.090,3 /16'HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1 /3 XOX" SIZES UP TO 111" WIDE x 76" HIGH GLAZIN -55.0 55.0 • • • ••• •• • �pp • '++ 1. If1 TILT ATIQryS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • 1/4"4064 CRL•I - FI.IDIANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • ••• • • • • • • • • • • • • • • • • • • • • • g0a • • • P.IC sago 6 ADD A997YPE E TO TABLE • • ••....� m ...,a • • ■ F_.h I • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• CHANGE ANC?MRS AND ADD 70* HEIGHT OPTION 1079 TEO}MOCOOYOr NOKOMI3, FI. 942TJ p.0. VOX 1328 NCKOM Fl. 34274 Voibty 8 mn PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WnNDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA- NTS 8 13 roe 7045 -8 I X 1 3 0 1 3 X X O 0 X Val r?rek. PRODUCT ec emmnIaaw c M "rWr 8u69ag Ce8c Aeexptasc VAL t. • r .--.a a - � Var Wca"A. Tumor, P.E. PE A88201 Mechmdwl •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • •• •• • • • • • • • 19.125 69.284 86.919 95.973 108.649 116.892 122 123,135 128.000 130 130.378 A 24 38.919 B,E C,F A 27 42.073 13,5 C,F A 30 48.849 9,E C,F A 8,E C,F A 33.887 54.627 BE C,F 32 51.892 A 34 55.135 8,5 C,F 34.791 66.418 35,698 58.209 A B,E C,F A 8,E C,F NEG POS NEG PDS NEG POS NEG P05 NEG POS NEG POS NEG POS NEG POS NEG POS NEG PCS NEGIPOS NEGIPOS -75.0 70,0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 84.9 84.9 -60.6 60.6 - 58.1 58.1 - 58.1 56.1 -53.3 53.3 -50.5 50.5 -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 -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 40,0 70.0 - 55.0155.0 - 66.0155.0 -75.0 70.0 49.1 69.1 -03.4 63.4 -56.5 55.5'-50.4 50.4 -47,5 47.5 " 44.1 44.1 -41.6 41.6 -39.2 39.2 - 30.9 38.9 -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 -76.0 70.0 -73.8 70.0 -90.0 70.0 -90.0 70.0 40.90.0 -90.0 70.0 -90,0 70.8 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 -55.01 55.0 -76.0 70.0 -80.6 80.5 -57.2 57.2 -82.1 62.1 55.2 -52.8 52.8 49.1 49.1 -46.2 46.2 -43.6 43.0 -41.1 41.f 76.0 70,0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 46.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 40.0 70.0 -80.0 70.0 -87.0 70.0 -81.0 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55,0155.0 -75.0 70,0 - 53.5 53.5 - 60.4 50.4 - 54.5 54.5 -50.7 50.7 -48,2 - 48,2 -44.9 44.9 -42,0 42.0 -40.1 40.1 - 38.0 38.0 -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 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84,7 70.0 -79.5 70.0 -73.6 70.0 -89.7 69,7 -86.3 86.3 - 03.1 83.1 .55.0155.0 - 56.0165.0 - 75.0 70.0 -49,9 49.9 - 46.8 46.8 -51.3 61.3 -47.4 47.4 45,5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 - 38.8 38.6 -76,0 70.0 -75.0 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 -75.0 70.0 -73.2 70.0 -80.0 70.0 - 90.0 70.0 40.0 70.0 :90.0 70.0 -76.6 70.0 -73.2 70,0 -68.0 68.3 - 04.8 64.8 41.4 61.4 .58.8 58.8 -75.0 70.0 -47.3 47.3 44.0 44.0 - 48.4 48.4 - 44.7 44.7 - 42,8 42.8 -41.4 41.4 -39,6 39.5 -37.5 37.6 -35.7 35.7 -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 ' -75.0 70.0 -74.9 70.0 -71.4 70.0 -00.0 70.0 40.0 70.0 -90.0 70.0 -86.8 70.0 -74,0 70.0 '49A 09.4 -64,7 64.7 -61.0 61.0 - 58.4 58.4 -55.7 55.7 - 75.0 70.0 .46.8 46.6 -43.6 43.8 -47.9 47.9 •44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3' -37.3 37.3 - 35.5 35.5 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 74.8 70.0_ -71.0 70.0 -80.0 70.0 -90.0 70.0 -90,0 70,0 - 85.0 70.0 -73.1 70. 0,- 88.8 68.8,- 84.1 64.1, -60.5 80.5 - 67.9 57.9 - 65.2 55.2 -75.0 70.0 -45.5 45,5 -42.6 42.6 -46.7 46.7 -43,1 43.1 -41.8 41,8 -40.2 40.2 - 38.7 38.7 -36.9 - 75.0 70.0 -75.0 70,0 -76.0 70,0 76.0 70.0 -75.0 70,0 -76,0 70.0 -75.0 70,0 -75,0 70.0 -73.7 40.0 70.0 -90.0 70.0 -90.0 70.0 - 82.8 70.0 -71.3 70.0 -87.3 67.3 -62.5 62.5 -692 59,2 -56.6 -74.4 70.0 -43.8 43.8 -41.2 41.2 45.1 45.1 -41.5 41.6 -40.4 40.4 -36.9 36.9 -37.7 37.7 .38.2 -75.0 70.0 -76.0 70.0 78.0 70.0 -75.0 70,0 ( -75.0 70,0 75,0 70.0 -78.0 70.0 75A 70.0 -72.4 -90.0 70.0 -90.0 70,0 -90.0 70,0 -799 70.0 -69,3 69,3 -86.3 65.3 -60.6 80.6 -57.8 57.6 -54.7 - 74.3 70,0 -43.5 43.5 41.0 41,0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 -38.1 - 55.0155.0 - 50.91 50.9 - 62.1152.1 47.7147.7 - 61.5151.6 , -07.21472 36.9 -36,0 35.0 70.0 -70.1 70.0 58.5 - 83.8 63.8 - 60.1150.1 - 45.81 38.2 - 34.3 34.3 70.0 -68.6 66.6 _ 54.7 -51.9 51.9 - 48.1148.1 43.91 43.9 HEIGHT 38 • • • • 31.014 58.378 80 `„� . • Fr. • 117/ g 2 •- A B,E C,F A 8,0 -75.0 C,F -90.0 A -72,9 8,6 -75.0 36 70.0 70.0 70.0 70.0 70.0 -76.0 -80.0 -422 -75.0 -90.0 70.0 70.0 42.2 70.0 70.0 38 3/8 -76.0 -90.0 -39.7 75.0 -90.0 70.0 70,0 30.7 70.0 70.0 ADO BUSS TYPEE TO TABLE i f NO CHANGE OW SHEET i ckjetiGE ANCHORS AND ADD 76'HEISITY OPTION 43 -75.0 -79.6 -43.5 -76.0 -77.1 • 70.0 70.0 43,5 70.0 70.0 48 -76.0 -89,1 -40.4 75,0 -07.3 69.1 40.4 70.0 872 50 6/8 -75.0 -65.1 -39.2 -75.0 -03.3 70.0 66.1 39.2 70,0 63,3 1a70 TECHNOLOGY DRIVE NOHOW, FL .24278 P•O, 81 X 1928 NOROE05, FL.74274 -75.0 50,5 -37.7 -75.0 134 37 C,F -90.0 "XO" & "OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. -59,1 70,0 80.5 37.7 70.0 59.1 67 -75.0 -57.4 -38.7 -73,3 -56.9 70.0 57.4 36.7 70.0 55.9 60 87 -72.3 -54.8 tep 38.1 70.0 64.8 -35.6 35.5 -71.0 70.0 -53.0 53.0 63 70,0 -34.3 -08.5 -51.7 43.7 -87.4 -50.0 34.3 68.5 61.7 33.7 87.4 50.0 TABLE 12. "XO" ar "OX" & 'XOX° UNEQUAL. LIFE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7M8° LAMI (3/16°48,.090,3 /16116) • `•" ,�s $ IZet% 70134" WIDE x63" HIGH WITH 37" MAX. VENT WIDTH AND BO" MAX. FIXED WIDTH AND • • A1lL "XIi or "OX' SIZES UP TO 97° WIDE x HIGH WITH 37" MAX. VENT WIDTH AND 60 MAX. FIXED WIDTH 1.90.0 • • 70.0 $ •z• • • "XO° or "OX° 4 "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL-4807, FTL -0808 GLAZING OPTIONS: D. 748" LAMI (3116118,.090,3 /18148) G. 13/16° LAMI (1/M AR SPACE, 7 /18" LAMI - 3/18"HS,.080,3/18"HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX, FIXED WIDTH AND ALL "X0° or "OX" SIZES UP TO 97° WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND B0" MAX. FIXED WIDTH 1.55.01 55.0 -48.0 48.0 - 48.31 MOVES01 !OR INS7►ALLA IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR [� T . $S4 ((ETF� - FLt.X ANCHORS. • •2. INSTAII.ING•WI1H #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 09.6 P.S.F. Iowa bk 0 ne.w P a°.s4 am. - /tern ,FTL -3582, 7, FTL -4608 72 78 NEG1POS - 55.0155.0 - 55.0155,0 46.01 55.0 -5221 62.2 -47.7147.7 44.0 x 44.6 •44.0144.0 -438143.0 - 41,9141.9 -03.8143.8 - 41.8141.8 - 42.842.8 -40.8140.8 PRESSURES- UNEQUAL COMM. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Seas I peraa° CA-740 NTS I 9 d 13 7045-8 I D UNEQUAL LITES x 0 UNEQUAL LITES 0 X UNEQUAL LITES Pnooucr R HEd4 06 m eom�irt,g uia 4;.i 2Ea8 &it 64e40,yc:.sla /. fi r . ; . ir... Lucas A. Tumor. PP. PE 858201 Machrog ai • • • • • • • ••• x 0 x •• • • • • • • •• • • • • • • • • • •• • • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) • • • • \WCA� SECTION • • • • • • • • OPEIb4BPE UNIT •••• • •• • . •••• • • • • • • • ••• •••�„,�• „a. •• • •• {;I! 3l U3 B • ADD Omer ta. GLA2INa BEM trot Ib"a0r. Pit 7111MIi C SHOW TOP HINGE F.K CNO SHT.. NO. R✓ ANDAOU MISS • • •••tea • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070 TECHVOLOGYORME NOKOMIS, PL 34276 P.O. BOX 4529 NOKOMIS, FL 34774 000 REFERENCE "XO " & "XOX"FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. FIXED LITE DAYLIGHT OPENING • (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT .. j hn' :: ! 000 DAYLIGHT OPENING (SEE SHT. 3) CO MAX, WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX ViriMy Bearer wwr MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Somakoist -. CA - 740 NTS 10 a 13 I 7045 -8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q c REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 D Mauer REvialln satateiggst Rua Ne Shaft Valgaa vice Cade De• 'S5C3zT �tL vs vor LUcee A. 'Enter, P.E. PE A5E201 Madvirkal • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • Known F.K Knee "7. FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB "XX" FRAME 'ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB •• • • • • • • • • • • • • • ••• • • • •• • • • •• ••• • • 1♦P • K.R. T2111 • —•-• . • • • • • •• ••• • • FRAME HEAD OR SILL • •.. • • • • • • • • • • • • •• Oat. /balsam Ihl¢ eerlems• 7IIOM3 C OK. maim= D n+I4 • •• • • ••• #Sx1 QUAD P11 SMS (2) PER CORNER • • • • It • • • NO C HANGE THIS sum NO CHANGE MS SHEET 1!#9489 #12x1 PH TEK SMS 13" MAX, O.G. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #6x1 QUAD PH SMS (2) PER CORNER - SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL A in 1.376" .440" .095 " CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 1.159° 2.139" SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" 062° NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATT.: 6063 -T6 DWG# 7005A 1978 TECHNOLOGY DRIVE EXTRUSIONS& ASSEMBLY DETAILS NOKOM IS. FL 34278 Tim P.O. eox ISED ALUMINUM CASEMENT WINDOW, IMPACT NOKOMIS. Et 34274 Ku* Better a14f41p1C s..a °vim ""'' CA-740 11 I 11 d 13 7045 - L 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919° • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • •• FARTS LIST 1634 7106 7040 • • ••• • r635; • •31•• • 1 •• rat • 7012 • • 7019 1" : Q115 78 781PQA 670178 78X78PPSMS 7858ZA 710xI2FP 617247 • • 6163K 4633K • 60976 I 6'7004 712X1PPT •• • • 7rt1579 7002A 2 1155 . MAIN FRAME - HEAD, SILL & JAMBS 08 X 1 QUAD PH WS rnim DWG# PGT. # - . DESCRIPTION 7008 FRAME CORNER KEY 4 1/2 "XU2"XI/8" CLOSED-CELL FOAM TAPE 7003A SASH -TOP, BOTTOM & SIDE RAILS 1155 68 X I QUAD PII SMS 7 7017 BULB WEATHERSTRIP .187X.240 8 SASH CORNER KEY 9 7024 MAXIM MULT1.POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 12 7014 13 010.24 X.562 PIL PN, TYPE F MULTI-LOCK REEPI/1t (R & LH.) 1157 08 X .875 PH. PN. 9,49 14 7013 TIE BAR GUIDE 15 7015 TIE BARASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 _ _ MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET. 19 BACKING PLATE 20 68- 32X.375 PIL PN. TYPE 21 7032 STUD BRACKET (LH. & R.H.) - 68 X5/8" ELT. PILL SMS 7033 OPERATOR7RACK & SLIDER (DUAL ARM) 24 . 7022 SNAP- ONIIANDLE 25 7021 12° 511NYiE (HEAVY DUTY) 26 810 X.500PR.I'HL 10 5/16° LAMINATED (1/SA & 1 /8149 GLASS) . 090 INfE9IAYBI& - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/805 & 3/8143 GLASS) .090INTE111AYER - SOLIITIA OR DUPONT TVS 32 7/16" LAMINATED (3/16A & 3/16118 GLASS) .090 INTERIAYER- SOLU77A OR DUPONTPVII 33 7/16" LAMINATED (3/16146 & 3/16140 GLASS) .090 IVTLRLAYER SOL.UT7A OR DUPONT PVB GLAZING BEAD (5/161 GLAZING BEAD (7/16 ") VINYL BULB WSTP CIHICK) 40 7036 41 7042 43 44 45 46 1224 SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK • 54 • O 55 • SCREEN CLOTH SCREEN SPLINE- SERRATED CASEMENT SCREEN CLIP CASEMENT FRAME ASS'Y. TUBE 50 SCREEN FRAME 51 SCREEN COIINRR KEY 5• 68 X .300 SQ. PN. T.'EK SMS 812 X 1 "111. PHIL. TEK. 69 LOCK SUPPORT PLATE 7(( LOCK SPACER •71 • SNAP-ON T- HANDLE KNOP FOLDING HANDLE •• • • PARTS LIST CONT. ITEM 73 74 75 80 81 82 83 86 87 88. 09 DWG 11 7025 7016 7005A 1155 7010 7007 7047 7071 PGT. # , 70834A , 78IPQA 67407 13/16" 13/16° 13/16' DESCRIPTION MAXIM SINGLE LOCK S1NG1.11 LOCK KEEPER. 68 X .750 QUAD 19N SMS FIXED WINDOW FRAME - HEAD, SILL & IAMBS 08 X 1 QUAD 914 SMS FLYER FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16'10.) LG. GLASS (U116, AIR SPACE, 5/161A1.41) 5/16° LAME= (2) LOPS OF 1/8 "HS GLASS WIPH AN.090INTk51LAYBR- SO110TA OR DUPONT MB LG. GLASS (3/8110, AIR SPACE, 7 /16°LAMI) 7/16° LAME= 3/16A & 3/16119 GLASS WITH AN 090 INTERLAYLR - SOLUT3A OR DUPONT PVB LG. GLASS (1/8'149, AIR SPACE, 7 /16"LANE) 7/16° IAM1= 3/16138 a& 3/1611S GLASS WITH AN.090 )NTERLAYP.R • 80LUT7A OR DUPONT PVB 67071 CASEMENT BACKINO PLATE (SEE NOTE 4, SHEET 13) .705" .050' O 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .050" .040" 7/16° GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .865" .423' 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 .993" FF.289° - ft—.172" .870° I _ .050" I---- .569° 0 13/16" GLAZING BEAD MAIL: 606346 DWG# 7047 .125" .062' 1.124 "I - .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MAUL: 6063 -T6 DWG# 7007 2.701 PROBBC ' RENEWED? a■ ovttlyI n8 with Om FTCrkla 8R109.242.do Btw NAVE GL,K" • F ..•3126!® PK Ramapo. Realms. R.� ADO 13H8'10. GLASS d 1111A211113 0EAD NO CHIWGE THIS SHEET • F, 82. 6 • D 4441U1V, TO 1711044, SILICONE ANDADD !TENS 87, 88 AND 88 • 131 0 7E0HNOLOOYDBNE NCXONI8, FL 34276 P.O. 3826 NOX0118, PL 34274 Vistb/, Batter PARTS LIST & EXTRUSIONS Me ALUMINUM CASEMENT WINDOW, IMPACT mdeelJeche CA -740 Smte NTS I t3 a"°a... 7045-8 LD Lucas 7 * 82 0 1 P.E. Mechanical • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• •• • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - r ASEE NOT:: c I 1 1/2" .. MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4' MAX. SHIM ---y ASEE NOTE 1 I A 1x WOOD BUCK (SEE NOTE 3) 1/4' MAX, SHIM 1 r, SEE NOTE 1 A SEE NOTE 4 • • • ,mmelr bilk • rm.a.r • • • • • * 312803 NOC1#WGE THIS SHEET > o F:K. 7/10103 C NO CHANCE 11418 SHEET nasals Ode. WA.= EX. yaws 0 mac NOTE$ REVOVE3118" TAPCONS a 0141Y'REW3 • • • • F' r c 1 "*wry. I • • • m • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE . A SEE NOTE 4 • 1 1/4" MIN. -.— OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 1070 TECNNOLOGYOAIVE NOKOMIS, FL 34270 SOK 1920 NOKOM'S, FL 34274 1/4' MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM ---"y - A SEE NOTE 2 I I r 1 1/2" MIN, FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 11111i 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE S EE NOTE 4 SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A !FOP! CON R!TL•AtPPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 • L` R- F CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. rL. �`OR� VOL,. APP ICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4° ELCO 554 CRETE -FLEX. • •SE G 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR ,GREATER. II1LSTALL/;.TION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY • ItAVINN! JURISQICTI 44 rrEl BACI4NG VL/ TE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 ANCHORAGE DETAILS - W ALUMINUM CASEMENT WINDOW, IMPACT yttb& Data. S NOTE EE 1 A SEE NOTE 4 • 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK tlaC'7 ' Fa 0E8 .. itteggegrate nova z /I >Tg fc33 • rl U ROIEWEtt Di ma aaauh Om Malik Cott MW1FFOce P "' �I /()c Ltmas A. Tumor, P0. PE #89201 Meclmr0wl