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RC-14-2410 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249820 PermitNumber: RC-11-14-2410 Scheduled Inspection Date: December 23,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: JAYME, MICHELLE Work Classification: Alteration Job Address:230 NE 102 Street Miami Shores, FL 33138- Phone Number (305)756-9100 Parcel Number 1132060134750 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE WINDOWS WITH FRENCH DOORS AND I Infractio Passed Comments DOOR WITH WINDOWS. 1 DOOR AND 3 WINDOWS AND INSPECTOR COMMENTS False 2 SIDE LIGHTS. Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 22,2015 For Inspections please call: (305)762-4949 Page 47 of 59 Miami Shores Village RECEINTED Building Department Nov 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By., I Tel:(305)795-2204 Fax:(305)756-8972 — INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l� BUILDING Master Permit No.:� �iq —2H I PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �jCO��NTT®RACTOR DRAWINGS JOB ADDRESS: �/� N I )2414 S*ree,-- City: Miami Shores County: Miami Dade Zip. Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: J Flood Zone: BFE: F�FE: OWNER:Name(Fee Simple Titleholder): ( dLtUe JCtyAPhone#: 305 IS�0 T73 Address: ?�c) NC' Ioinj C- e�'- -C City: CO � mi a 54cNes State: � Zip: Tenant/Lessee Nam�-e:p,� � � ® � l Phone#: Email:�I L) lam►IJiL I V I b wu_P_ 0A(-.d , ezm CONTRACTOR:Company Name: ��^��5�® Phone#: Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ `I o l o®®. ^ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition ;Desa4ptt m-of I No-rk: L01144A �1 iM��2C m t C� Q'1d �3 Cc)�S $ 2 d� l.t S<G� Specify color of color thru tile: Submittal Fee$ � ermit Fee$ 303 - co CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ GG 5 • Q0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 approve and a reinspection fee will be charged. Signature Signature 0 ER or T CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by day of ,20 by ,who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: APPROVED BY W �D Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �5 Miami Shores Village Building Department 10050 N.E.2nd Avenue �AID� Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: ( C�LLJI �,J" fAe DATE: 1015 ADDRESS: 15® I )C_ loam St. r►s1,f ami S ee 31? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding_.I maty also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial—W 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. �� Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. InitialAA X 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. / Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,1 will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/c-ilb/index.html Initial- 11. nitial11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. J Initial lel.®1i1 Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of ouk,(_-20 I'(,, By 02 who was personally known to me or who has Produced here License or -- 1 ` as identification. OW R NOTARY -1� Miami Shores Villag a --- T:�,- �� Building Department SEP 11 15 10050 N.E.2n ve ue,Miami Shores,Florida 33138 1:( 5 9 -2204 Fax:(305)756-8972 - 1 PE I E HONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. P.C- I 1 ISI-2410 ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING F-] MECHANICAL PUBLIC WORKS [:] CHANGE OF CANCELLATION [—] SHOP CONTRACTOR DRAWINGS JOBADDRESS: 2,30 � -- 1 02 r)cL -eek City: Miami Shores County: Miami Dade Zip: 33136 Folio/Parcel#: 113 Z.c(o® 1 -;5 L4 --�so Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �lC:} Ili I le, J,u 1''y , Phone#: 305q 72-CO Address: 1J j-: 102—rid City: State: -r-L- Zip: - 3 Tenant/Lessee Name: /,� Phone#: Email: I�� 1 1 C�C�L�P � G`w.L CONTRACTOR:Company Name: d GL7 A Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: l :5-h ) owar � r � Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. LxauSignature Signature OWN or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of�� 20 by day of 20 by lel rj)}-1�Ll\ ` q,�who is personally known to ,who is personally known to me or who has produced FIyVA� aaPa s� me or who has produced as identification and who did t an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: _ °�s� Notary Public State of Florida Sindia Alvarez R My Commission FF 158750 �(w Expires 09103/2018 APPROVED BY I`' 9 Plans Examiner iZoning Structural Review Clerk (Revised02/24/2014) CT) 67 5S �T TD LE _ Nb ��p 11 tot ' 3Q �p�-�--le�� 0��o�,✓e� t. BY, - - - dv&v►hg ®nce� a insi aaled. ev Conan--- par-►o anct resp ince- u)i44� �n 5� t° c _ nrxe s sevarelWi b`19Toss. k e4 r _j N 1 r TL f *see �.. • 4 r - rami S Bores Village ..... .... AP OVED ° '....' s �Y DATE y ON G DEPT BLDG DPT U13JECT To COMPLIANCE WITH ALL F Q INTY R12'AND REGUL A IO NS f t i t ,)ACV— ,� :i1R> ;��y►�.�.�`..�C�: Jnr �'-r�3r��_� _ .- �• ,� � __-mow, who .. _ , ! y � r 7OM Page 1 of This property described as: 4 Lots 8 and 9, Block 35, ��ps•. a AN AMENDED PLAT 'OF MIAMI b r, o 'Io' N yM1,' 9? so' Q SHORES SECTION NO. 1, , according to the Plat aJ- ° fl �vt 2, thereof, as recorded in N Plat Book 10, 'Page 70 of the Public Records of !! $ !3 $ IS I6 Ijy I Miami Date Cbunei.*,,':-Florida. W: i3o'-R e' so' So' 1 �.. N Z f<� m o r QzWoy+., a r- �•. 0. �. g . . . • • ...... .�1 3'S•Z'2r. � •r•••* r s • ' 0000•• 0000 • • • • •pp/4 So' • • •••••e M •1:7:y.�� :na!T kr.::fr— 000.0 c Brae y y o p. - • .....• 41 Cl., �►&P 3 'a-,N Y Q ",,tiai PROPERTY OF:Ronnie:quilUuAn 8Ad Michelle.J.a e+ 230 N_R_ 302nd Rfroai-_ Not valid unless embossed BOIINDARY Cl I�f EgriNd 61R*L -A3111N C. with Surveyor's Seal. I hereby certify that the survey reprEey- ENGINEERS-LAND SURVEYORS-LAND PLANNERS sensed hereon meets the minimum technical standards set forth by the FRANCISCO F. FAJARDO #4767 Board of Land Surveyors pursuant to , Office address:359 Alcazar Avenue,Coral Gables,Florida 33134 Section 472027,Fla.Statutes.Thae3re no is laps easements a yopher than as so 1A Fla.Reg.Land Surveyor No.1:.LD-94-11 TE SCALE p DRAWN BY DRWG.NO -94-11 ("=2D C..G. 191-7434 3-1-10 Recertified, Certifled.To.and Name Revised. 767 -218055 ` Mir 0-14- GI : Y CEIV O MAY 015 March 291h 2015C OPY BY: Hand Delivered Miami Shores Village Building Department Miami Shores Village 100050 NE 2"d Avenue Miami Shores, Florida 33138 re:Guillen Residence - 230 NE 102"d Street Miami Shores I have reviewed the following Product Approvals intended to be used as part of the Guillen Residence New Windows & Door Replacement at 230 Ne 102nd Street: • NOA No. 13-1112.13 (Series HR-100 Aluminum Horizontal Sliding Window— L.M.I. for HVHZ) • NOA No. 13-1112.06 (Series RD45 Aluminum Outswing Entrance Door w/ wo Transom with Sidelites— L.M.I.for HVHZ) I approve the use of these NOA's as to the best of our understanding;we believe these products to comply with the design specifications. 0000 . . 0000 0000.. .. 0000 Warmest personal regards, •••••• • 0000.. 0000 0000 . . 0000 0000 0000. 000000 00 0 00000 0000 .. . 0000.. 0000.. . . . • 000000 Todd Osborn, RA, LEED AP :••••• . . 0000.. Architect of Record, Reg. No. AR 92877 •• ••• • 3/z 9/�s- 4 M IAM I-DADE MIAMI—DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315--•2599 NOTICE OF ACCEPTANCE (NOA) WW,v.miamidade.eovleconomv RC Home Showcase,Inc. 2970 NW 750 Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11HR100"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.W04-36, titled"HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 01 through 09 of 09, dated 05/04/04 with revision "G" dated 10/10/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the JAhnj Dade County Product Control Section. - •••• •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ...... .. . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's sarr6 or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved';•dftss otl"14 noted • herein. •••• •••• ••�••. REVISION of this NOA shall be considered after a renewal application has bee"flkoand tftre4as been..... no change in the applicable building code negatively affecting the performance of this fr®duct. .' TERMINATION of this NOA will occur after the expiration date or if there hasbeen d revis;wt.n9 changd in the materials,use,and/or manufacture of the product or process.Misuse of thi8 NON as an endorsement..... of any product,for sales, advertising or any other purposes shall automatically termmate this �ailure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-0922.05 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and Green Sustainable Attributes(G.S.A.)page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. Mwao-uaaecou�r�r NOA No.13-1112,13 Expiration Date: August 05,2019 17- t-p�t3 Approval Date: December 26,2013 Page 1 RC Home Showcase.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0922.05) 2. Drawing No. W04-36, Sheets 01 through 09 of 09, titled "HR1OO Alum. Horiz. Sliding Wdw. (L.M.I.)", dated 05/04/04 with revision "G" dated 10/10/13, prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"440,dated 02/25/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.05) 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) Kinetic Energy Drop Load Test(400 Ft.L3.)=eq ANS?M.1 along with marked—up drawings and installation diagram of,V k4minut4.Qzont,l...;. sliding window, prepared by Fenestration Testing Laboratory-Acs, Test Report No. FTL--6078,dated 12/05/09, signed and sealed by Julio E. Goroez,.P. E..••••. :60**: (Submitted under previous NOA No. 10-0426.10) 0000 "" 00000 3. Test reports on: 1) Large Missile Impact Test per FBC TAS •••• •• 2) Cyclic Wind Pressure Loading per FBC,TAS=3-94 94 .• along with marked up drawings and installation diagram o;an o!tswirig.g1Xninui"•• • Casement window, prepared by Hurricane Engineering & T*ting,.Inc.,Test Reports,...; No.'s HETI-03-1880,dated 12/12/03 and HETI-03-1881,dated 0/19/9$3signe'd and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 06-1130.02) 4. Test reports on: 1) Tensile Test per ASTM—E 8—Olel along with marked up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI-04—T119, dated 04/23/04,signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 06-1130.02) r f Jaime D.Gascon P E Product Control Section Supervisor NOA No. 13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-1 i RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTP=D) 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI-03-1362,dated 12/11/03,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 06-1130.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-Farooq Corporation, dated 10/20/11, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 11-0922.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS fee* 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemourS A JQ6.,InC..... for their"DuPont Butacite®PVB Interlayer"dated 04/11/1 rexpiring 4n kka 1/16. • 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DM61 hours V1 Co.,Ind••••• for their"DuPont SentryGlasS Interlayer"dated 08/25/11,ex $g on 01/14/17. •••• .... 0000 ....L F. STATEMENTS 000000 .. . ..:.•' 1. Statement letter of conformance, complying with FBC201t•issued by 40-Varootr••;• Corporation,dated 10/15/13,signed and sealed by Javad Ahmk11;P.M. '. 2. Name changed to RC HOME SHOWCASE, INC. as r�gistgred irk 4the:Florid•••• Department of State,Division of Corporation, Sunbiz documeh#Oat6d 10/11/13. :"'•: 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel �kf*I;onfle- Kozhaya,Mr.Henry F. Kronfle-Kozhaya, Mr.Raul Casares, Mr.Eusebio Paredes and Ms.Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries,Inc.,dated 10/30/2013,signed by Raul Casares,President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T.Carter,the Secretary of St / i4te^�/ Jaime D.Gascon P E Product Control Section Supervisor NOA No.13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters for Test Report No. PTL-6440, dated 02/25/11, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.07) 8. Laboratory compliance letters for Test Report No. FTL-6078, dated 12/05/09, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under previous NOA No. 10-0426.10) 9. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso,Engineer 1,Product Control Division. (Submitted under previous NOA No. 10-0426.10) 10. Laboratory compliance letters for Test Reports No.'s HETI-03-1362, dated 12/11/03, HETI43-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and i HETI-03- T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc.,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 06-1130.02) G. OTHERS 1. Notice of Acceptance No. 11-0922.05, issued to R.C. Aluminum Industries, Inc. for their Series"1111100 Aluminum Horizontal Sliding Window-L.M.I.",approved on 10/27/11 and expiring on 08/05/14. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: .••••. . . . .. 6666.. 1) NFRC 100-2004"Procedure for Determining Fenestration P:ojuct U; jgtors" •• 2) NFRC 200-2004 "Procedure for Determining Fenestra0V"j.Todudt.5bl$r Heat..% Gain Coefficient and Visible Transmittance at Normal Incidoi ' 0 • 3 NFRC 500-2004 "Procedure for Determining • Fenestrati cit�Iuct COhti�satidh Resistance Values" 0000 0999 80:090 690696 .. . 6666. Using computer simulation in accordance with NFRC: FraW�d Edgy�pdeling;,.... THERM 5.x,/WINDOW 5.x NFRC Simulation Manual (Apprery j at test date), of a RC Aluminum Series "CM 100" outswing casement ahuninum prime wtg491. along••9• with attached drawings and bill of materials included in Apoendi%A, marked-up +.9.: National Certified Testing Laboratories,Test Report No.NCTC-1100-124 f iXt pages • 01 through 07 of 07,dated 11/16/09, signed by Richard A.McVicker III,Simulator,and Steven H. Coble,NFRC Accredited Simulator,Simulator-In-Responsible-Charge. Jaime D.Gascon,P.R. Product Control Section Supervisor NOA No.13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS(CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for'Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked—up by National Certified Testing Laboratories, 'fest Report No. NCTL-110--12456-1, pages 01 through 04 of 04, dated 11/20/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice—President Engineering&Quality Person—la—Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window,CM100 Raw Material:Aluminum i Including letter from Fundiciones Industriales S.A. (PISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material,signed by Henry Kronfle,Vice—President. . . .... 0000.• ...... .. . ...... 0000•• 0000 0000 • • 0000 0000 0000• 0000•• •• • 0000• •• •• •• • 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• • •• • • ••• • • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.13 Expiration Date: August 45,2019 Approval Date: December 26,2013 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED GREEN SUSTAINABLE ATTRIBUTES (PSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control. G. RECYCLED'6'(C'LEID'C0I0tiIr/, . ........ .... ED ATERIAL- RAPWIN-RENEiY. BLE MATERIAL %Recycled %Recycled %Blo-based %Rene-wable, Materia Component Name Content at at Disposal Material ManuE 1. Window Aluminum 30'Yo__. 100%. N/A N/A RAN G.9" SHGC-.FACTOR. SOI.Aid. EAT GAiN COEFFICIENT BTU/HR- . : . ..... . V.T., LkLidift-TRA'N T NO N.QDj&NCE _, .......... R`-CoNpENSATiONRESISTANCE. ....... Test Product G.8: G.91 C IN Report#: Number Glazing Components: U— SHGC VT R Factor Base line 000 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 Product I — — — — PVB_ 1/8 001 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 021 15 2. NCTL 002 5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB 1/8 0.65 0.21 0.28 15 3. 110-12456-1 003 5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8 0.65 0.20 0.19 15 4. 004 5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8_ 0.65 0.26 0.26 15-, Le Send Abbreviations: Description: SS—D Desiccant—Filled Stainless Steel Spacer • so. 0000 6099:9 240#2 Cardinal Low E 240 @#2 Surface TMical a so :0: *0 ARG - 90%Argon 0*0000 0* • 000*00 PVB 0.090"Poly Vinyl Bu al :ee 0 0 0 V13)interlayer ** :0*00: CLR Clear Glass BRZ Bronze Tint Glass so :: sooso GRN Green Tint Glass GRY Gray Tint Glass CIRf, 'C G-10 iC- THERMAL, QNDUC-TAN 0000 Component Name C—Value • I 1. Whole Window 1.53 Jaime D.Gascon,P—S. Product Control Section Supervisor NOA No.13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 G-1 78 1/2•MAX. 119 3/8•MAX. 4 V WINDOW WIDTH WINDOW WIDTH 1� ggg $ s•MAX. 7- 7' 71 z 13,MAX. S•MAX. 13MAX. g HEAD FALSE MUNDNS FALSE Mt=NS r£Ag1 CORNERS A AT HEWMAY BE USED CORNERS A HEADT H 41AY BE USED 4 a 1' 1 ii LL it �' ❑ •/ 1 �Y F ------Vii{---= ____ �a� Solt, t 14 1/2 B 11. m 14MAX/Y 8 i t X tt�D SILL CORNERS AT SILL $ SILL CORNERS AT SILL o W j as• 3a a/a• z9 1/B• ss 1/e• ze 1/8• Q ` D.L.OPG. D.L.OPG. D.L OPG. O.L.OPO. D.L.OPG. O31:x N S9 7/8• 31 1/4• 31 1/4• YENi WIDTH VENT WIDTH VENT WIDTH g W '? TYPICAL ELEVAT10IdS I =z 0o n " HR100 ALUM HORM, SLIDING WINDOW FLANGE FRAME WINDOWS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE a COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER • R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. Y----'�`—••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPW WITH TRE* • • • • • • • o m d REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING-HIGH VELAC/IY •• • • • • • sa HURRICANE ZONE (HVHZ). •• •• • • • • ••• •• g WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY991 TRAN6RER •• • • • •• �'--� LOADS TO THE STRUCTURE. Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Engr JAVAD ANUM EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINOOWS ARE RATED FOR LARGE&SMALL MNSSILE NIPACT. CIMIL SHUTTERS PE0 70M ANCHORING OR LOADING CONDITIONS NOT SHOWN IN TIIF•DE?4?ARE ••• ••• ••• ••• ARE NOT REQUNFtfD. FLCAN.35 NOT PART OF THIS APPROVAL • • • • • • • • • §§ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANClt(r4 4.WCAD$IaL� • •: : : I3tODUCbigvAI IbaFi �S mdMfh3gingw19t11xipfmUlD d 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL META!%8RE?S!THAT • • ••• • &dMl,g� o * o / 13— 13 t /.=- drop o. COME INTO CONTACT WITH OTHER DISSIMRAR MATERIALS SHALL MEET THE Data REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. W04-36 , b$aml Dlrcte Product Contort - (sheet 1 oT 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 78 1/2'MAX. 119 3/8'MAX. WINDOW WIDTH WEJDOW WIDTH i it 1/a•MAx. — 3 5'MAX. �- HEAD/SILL FALSE MLINTINS 5•mm. 11 1/2•MAX. 7• FALSE MUNIINS 0 J CORNERS A� �� MAY BE USED �Nl Al HES/ALL MAY 8E USED l It FF a 11 11 11 II II � C1 i D i ♦ li El E7 ♦ it I, D ) Q' �+ r �� '/ 11 •/ II D io m � •/ 11 �� II •ui dl II II I� �1 11 II II 1� II II - TTRN PART 0 QUANTITY DESCRIPTION MATMIAL NANP./SUPPIM/ReHMM 1 RS100--WHA 1 FRAW HEAD 8083-T6 - 2 RSIOU-002 1 FRAME SILL 8083-76 a 3RS100-0079 1 FRAME JAMB VENT - 03-TS - 4 1i5f00-008 1 FRAME JAMS FOLEO 6 60863-TB - _ 8 RSICO-004 1/VENT FM RAO. 6063-76 a: B RS100-003 1/VENT VENT OT RAIL 8063-T --'--- c �� 7 RSI00-W8 2/VENT TOP ANDND BOTTOM RAIL 8063-TS B RS100-WS 1/VENT JAMD STILE 6063-78 - a7 6 6ODY-007 AS REDO. GLAZING BEAD _6063-TB -__----�-- n 10 RS100-W5 1 _SNE ANCHOR CLIP --- 6063-TB 1'LONG Q 11 - 1 ANCHOR CHANNEL BOBS-TB 12 13 W3123INX 4 WEATHER STRIPPING PILE(PENT) 1/8'OR S/32'HFA7 STREN'0 CLASS 14 W3123RX 1 WEARLER STRIPPING PRE(MEETING RAO.) —Y - - - L. ,G+ iiieediiiSS 15 O-LON 1 0-375 X 190 WHITE - - Q fA i 11W HEAT STREN'D GLASS 1/4'AIR SPACE 16 V-033 1 WEATHER STRIPPING GASKET NEOPRENE _ —_.... LL b 1/8'HEAT STREN'D GLASS 17 P-049 AS REOD. GLAZING INSERT _ 10010 PVC MELTPOUIT Q I 090'INTERLAYER ��INTERLAYER 18 Y-OS5 1 NNYL LAM,S-IS1L GLASS PVC DUROUETER 7535 SHORE A BUTACRE PVB M''DUPONT' 18 P-0358 2 PENT HANDICAP FINGER LOCK RIGID VINYL 6'FROM EACH END SUTACffE PYB i'1''DUPONT' 1/8'HEAT STREN'D GLASS -- - - - - - '---------- g �_ 20 1/8'HEAT STREN-D CLASS 21 RSIOO-MI 2/VENT KNURL£AXLE PUN ST./sT. - __ J SILICONE SILICONE 22 P-016 2/VENT WHEEL RETAINER HOUSING NYLON DOW CORNING 795 DOW CORNING 795 23 RD 1906 2/VENT WHEEL NYLON - I p 24 R� 'm m 25 /10 X 1' AS REDD. FRAME ASSY.SCREN ST.STEEL PN sMs -�---.— Z (/W�w \FFF333 \FFF333 26 110 X 3/4' AS RM. VENT ASSY.SRENS ST.STEEL NIH SMs Q i. O1 27 #10 X 1-1/2' 2 SLOE CUP FASTENERS ST./ST. PH.P.H. �j 28 /12 X 3/4' 1 SLIDE QIP FASTENER ST./ST. FH"S. _ N 0 a N _� Fy _ 29 RS1W-029 AS REDD. FLUSH ADAPTER HEAD 5083-TB - S 1 M M - Ol Ir _30 RSiW-WO AS REOD. FLUSH AQAPTER SILL 80tH3-T8 Ofbaa: 31 RSIOC-= AS RMIX FLUSH ADAPTER JAMS W83-T6 _ W 3 J t 1 C 1e 32 SOOY-010 AS REDD. SNAP COVER 6063-T6 - I o =Z Q GLASS TYPE 'A' Q GLASS TYPE 'Al' _ vS SEALANT; of Mo t/8' 5/32'HEAT srREN'o class 5/32'TEMP. ctAss ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. 1/8'HEAT SRREN'D GLASS 1/4'AIR SPACE 1/4'AIR SPACE 1/8'HEAT STREN'0 GLASS -1/8'HEAT STREN'D GLASS o ' .090'INTERLAYER SENTI?rGLAS BY'OLR'ONT' A96'INTERLAYER .090'INTERLAYER s SENTRYCLAS Lit''DUPONV SENTRYGLAS BY'DUPONT' $ € 1/8'HEAT STREN'D GLASS i/8'HEAT STREFPO GLASS 1/8'HEAT STREN'0 GLASS DVWCORNING 795 %r SILICON SILICONE NOTE: i m z m •• NC•795 • • - •• DOW CORNING 795 2E • • • • • • •g m IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING a 'm • •o •s'o • EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bl' MUST BE TEMPERED. 0 o O d °f o a • • Q • • • •W Yy}� I Fsgr JAYCAD AHIM IVIL T ,L $$ « p O • ••• • • FLA.PE/70382 rc • • • • • • •�• • c�N. ISM PRODUCT REN 17 • • • 8 • • •�+H • • 18 mwmp1y61gihWe NJ1fY�1 .. a1 •• • • • • • it i•• • • _ E e GLASS TYPE uSdt%OGde'B' •Q4L:SS �E '81••• ••• ••• tV&S TYPE 'C' A� I)DWO t 1 3 / � / drawing no. / ..-�. GLAZING OPTIONS PP�r(y� Pow— W04-36 NAiHm1 t71 ade ItcIL'bldMt ()(,I 2 Tt 7n13 sheet 3 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PEP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX S12ES) (XO DB OX 51266) (XOX SIZES) (XOX SIZES) LID � rm1 ,-J] GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES WINDOW Dw. A.AI,B,B1 &C WINDOW DIMS. B,Bl &C WINDOW DINS. A,Al,D.BI &C WINDOW DIMS. B.Bl &C Z ; WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HOGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) tNT.(-) WIDTH HEIGHT EXT.(+) IMT.(-) 26-//Y BOA 80.0 55-1/2' 26' Bao 80.0 74" 28" 80.0 60.0 74' 28" 60.0 60.0 _ _,,, 37• 26" 80.0 8010 -11/16 80.0 8010 106-1/4" 80.0 80.0- 106-1/4• 80.0 80.0 ' 53-1/8' 8010 80.0 55-1/Y 80.0 SOO 74' 60.0 BO.O 74' 60.0 80.0 �O 4! 20-1 35-3/8" 98-3/8" J8-J/8" /2• �.o eao -tt/1 8010 80.0 loa-1/4• 60.0 eao toe-1/a• Bao eo.D 37' 38-3/8' 80.0 80.0 _ 55-1/2• 8010 80.0 74• 6010 Bao 74' BOA 8D.0 Q; so-s/s• so-5/s• s0.-s/e' a 53-1/8' 60.0 80.0 9-11/18 a A eao 106-1/4' 80.0 80.0 108-1/4' 80.0 80.0 _ n 26-1/2" 80.0 8010 65-1/2• S3' 80.0 80.0 74• 60.0 80.0 74• 83" 8010 80.0 a 37• 50-5/6• 60.0 60.0 -11/18 80.0 no 108-1/4' 80.0 80.0 foe-1/4' 80.0 90.0 � Q� 53-1/6' 8010 8010 63• 80.0 80.0 84' 80.0 Sao _ 84• 80+0 80.0 D 26-1/2" 80.0_ BOA _ 67-1/2' 80.0 80.0 90' 90.0 60.0 90' k 86.0 4!pgpg 37• a3• 80.0 BOA 72' 80.6 80.0 96' 80.0 80.0 96" 50.0 �, 53-1/8" 80.0 80.0 76-1/2• 36' 80.0 80.0 102' 36" _ 80.0 80.0 102' J8• SO+DZ24' 80.0 80.0 at' 80.0 80.0 108" 80.0 50.0 108' 80.0 JB• 80.0 80.0 65-1/2' SOA Sao 114" 80.0 80.0 114' 50.048' 24' a0A 80.0 SO' 50.0 80.0 120' a" 80.0 120' 80.0 60' 80.0 60.0 63' 80.0 80.0 84' 8010 B0.0 84' So.O 72• 90.0 60.0 67-1/2" 80.0 Sao 90' 80.0 80.0 90" . 80.0 78-1/2" 80.0 80.0 72' 80.0 8010 _ 98• 80.0 80.0 96" 80.0 80.0 I$ 24" SOO 80.0 76-1/2• 46" 80.0 80.0 102• �• 80.0 80.0 f02' 16' 80.0 80.0 !P$ 36' 60.0 8010 81' 80.0_ Ba0 108' SO.o 60.0 108" _ 80.0 8010 48• 36" 80.0 8010 85-1/2' - 80.0 80.0_ 114' 50.0 80.0 114• 80.0 8010 Z W j 80• 80.0 80.0 90• BOA Sao 120' 80.0 8010 120• 80.0 SOA y WZ 72' 80.0 80.0 83" 8010 80.0 84' Bao 80.0 84" 80.0 8010 > IV Q 78-1/2' 80.0 60.0 67-1/Y 6010 60.0 f10' a0.O 60.0 90' 8010 80.0 0 N 24' 90.0 60.0 72' BOA 8010 96' SOA 8010 96' _80_.0_ 8010 = V) M 36' 78&0 80.0 76-1/2• 60" 8010 --Sao 102' 60' 80.0 80.0 102• 60' v 80.0 80.0 W M 48' 48" 80.0 at• BOA 80.0 1o8' Bao 80.0 tO8' 8010 SOA I0 Z1' 8010 85-1/2' 80.0 Sao 114' B0.0 80.0 114' 80.0 SD.O 0 _.72' 80.0 90' 80.0 Sao 120' 60.0 80.2 120' 80.0 80.0 � (J 7B-I/2' 80.0 60.0 83' 80.0 6010 84" 80.0 Sao 84" 80.0 90.0 = 0:N 24' 110.0 80.0 67-1/2• 80.0 Sao 90" 80.0 80.0 90' 90.0 8010 0 38" 60.0 80.0 72' 8010 80.0 98" 80.0 80.0_ 98' 80.0 SD.O 48• 80• 60.0 _eo.o _ 76-1/2• 65-1/2• 8010 80.0 102• 65-1/2• 80.0 8010 102' 65-1/2• 86.0 80.0 SO" 110.0 80.0 Bf" 8010 Sao 108• Sao 8010 toe' 80.6 80.0 72• 80.0 80.0 85-1/2• 80.0 SOLD 114' BO.O 8010 _ 114" 80.0 80.0 78-1/2• 80.0 80.0 90' 8010 BOA 119-1/4• amo 60.0 119-1/4• 80.0 80.0 0 24" 80.0 60.0 36• 80.0 80.0 _..._ 48" 65-1/2' Bao 8D.0 ' (1/3W) (2/BTW) 1 (1/3W)- (1/3W) (1/9W) (1/4W) (1/2W) (1/4W) i Bo" Sao 80.0 72" Bao-` 80 90.0 90.0.0_ 78-1/Y •• • • • • • :, ; :% .; , �% o m- - • • • • s • • • bI°��aoa �IVTINGMNTry I(`BE:1/3 Otn WIN%V WIDTH OPERATING VENTS TO HE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH (1/2W) (1/2W) •• ••• •• • • • •• 'XO OR OX' 'XOX' 'XOX'7 g PRODUCT RBNBWDD Engr:.MYAo ATItAAD • ••• • • • • osc4mp17d<8 w11h11yeRo21� nA.PEM&7Ds92 • NOTA: • • • • • • • • B1d1d+�5 Cede '1•'3'12.13 CAN. X OPERATING VENTS TO DE 1/2 OF THE WINDOW WIDTH • •GLA CACIj(�5 Ilil (F j ACE • • , A�Pt • BAS 0 q��l f,�(y E 00 0 .3 C.•Gl1�TS 'XO OR OX' •••AND•FLORIDA WILDING COMMIGNION • A�1i6Mi 1 - drawing no. DECLARATORY STATEMENT DCA05-DEC-219 = I W04-36 FLANGE & FLUSH FRAME_WINDOWS lS,cl• 7 ;j nl" : Is1,5et a of s • • • • • • • • • • TYPICAL ANCHORS \ �u ISELEV.. HEET i WOOD BLICR FOR SPACWC ^d° .ed °d ° I ° 3 I 3 J OA A' TYPICAL ANCHORS 7 FOR SPACING ' e rS.7EE ANCHORS V.SHEET 2URE MAL ACING _ STMALRUCTURE 9 Q TRUCTURE 1 1 I i MIM-DARE COUNTY APPROVED _=LN`1 N in NULUON&MULLION ANCHORS 1 V o SEE SEPARATE NOA W I"M W Hg 0 F WEEPHOLES: o- W1 a 3/16" X 1" WEEP HOLES WITH PLASTIC BAFFLE z Of N (2) AT VENT LOCATION AT 5" FROM VENT ENDS = (1) AT CENTER OF FIXED LITE —� p W2 — 3/16" X 1"WEEP HOLES PTYPICAL ANCHORS (2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS SEE ELEV.SHEET 1 g FOR SPACING W3 s (4) 3/16" X I" WEEP HOLES AT VENTS o` AT 2" FROM VENT ENDS AND 19" O.C. MAX. 7 as eomA YI mS w4Ta EAURmIdI90 Cale H S Accept_a¢ca No 1. 2 _ Bxpi tat,DaCi 2CQ9 • • • • f • • • m�S�o e • 1 • •• • • • • • tMiaaH Dade pNdaM C wi WS 2 • • • • • • • • g v v o !E kg 3 3\ Erqr.AYA9 AHMAD o s ' • eta' • • .C• .0FIA 57059 PE/ 2 . " • °•d • • • • 578 'gg ° n z • •• • * ,•fP.. •• f.• . v o > e. I drawing no. ° • SEE ELEV.ASHEEETT 1 ° IHY I s �ELEV.SHEET I .. - • 3EE�E E'M. 1EETRa I W04-36 FOR SPACING VV ^ r1 .a WOOD RUCK F��G fOR SPACING C•i1�1 iaheet 5 Of 9 • • • • • • • • • • • •• •• • • • •• •• WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE �{�V MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a • TYPICAL ANCHORS: SEE ELEV.FOR SPADING I 1/4!DIA. KWIK-CAN If BY 'HILTP (Fu=183 KSI,FY-157 K9) 4C DLA. ULTRACON BY 'ELCO (Fu-177 KSI,Fy=1SS KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD °n THRU 18Y BUCKS INTO CONC. OR MASONRY G 1-1/4` MIN. EMBED INTO CONC. OR MASONRY WD DIRECTLY INTO CONC. OR MASONRY �oT O 1-1/2-MIN. EMBED INTO CONC. OR MASONRY TYPICAL ANCHORS 014 SELF DRILLING SCREWS (GRADE 5 CRS)TYPICAL ANCHORSELEV - SEE El"i 1 SAC INTO MNMI-DADE COUNTY APPR'D MULLKNJS (.090` THK. MIN.)FOR SVP Q t/a"MAX. INTO METAL STRUCTURES --� 1/4`MAK. VENT WIDTH STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) SHIM SHIMS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) J _ © O D.L.DPG. is O 3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 8 15 TYPICAL EDGE QWANCF p3 28 INTO CONCRETE AND MASONRY = 1-3/4" MIN. (3 G 4.> INTO WOOD STRUCTURE = 1` MIN, z - INTO METAL STRUCTURE = 3/4" MIN. N Q Z a e CONCRETE AT HEAD,SILL OR JAMBS f o = 3000 PSI MW. ISL METAL — P C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. a r STRUaUZE _ _ x to M W 14 B 18 ' - 4 ----- SCREEN OPTIONAL----- =Z n' 1),OPG. 2 10 27 WOOD BUCKS 2 Q_'P4 5 EXTERIOR q v W09M WIDTH OX LAYOUT 1/4-MAX. 00 3/8'MAX. SHIM C 1 E 1 SHIMS TYPICAL ANCHORS 31 31 4�EE ELEY.SHEET 2 $ $ SPACING PRODUCT RENIiKIA o n �m- e°ad�Ca 1117 13 w g a a • •• • • • • ••• • AwePteme No g _ %T.", CAL ANCHORS MEtAL SFE ELEV.SHEET 2 ta(nq entrol STRUCMIE FOR SPACWO > il nryp fAYAD AHMAD 1 g Dom- YY4 • ••• • • • • CAA 75 FLA.PE 8 70882 • • • • • • • • • • • , CA ]8 ,}{. • •• • • • • • • • o r- � ••• • • • ••• • -j' v �. Browing no. ci 7x13 W04-36 sheet 6 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 U � 1/4'SHIN 1/4'VAX. VENT WIDTH VENT VAOTH j TYPICAL ANCHORS� SHINS $ SEE ELEV SPA ING3 19 D.L.OPG. O D.L.OPO. TYPICAL ANCHORS Z z� 15 8 SEE ELEV.SHEET 1 O qc FOR SPACING F 1 2 HOOD 8 K 18 8 14 ° > STRUCTURE 9C ^��ii \ �-1'__'SCREEN OPTI ___ � -- -' ___ ______"____ � \\%—I 8Y 2 1O 27 W000 BUCKS OA OPG. l� EXTERIOR WINDOW WIDTH . XOx LAYOUT 3/8'SHIN (D W w TYPICAL ANCHORS MAX - Q w 8 SEE ELEV.SHEET 2 MAMI-OADE COUNTY TYPICAL ANCHORS y $Q FOR SPACING E1 APPROVED MULLION FSEE ELEV. OR SPACING TV 31 SEE SEPARATE NOA ¢ _ ( M b _ W^M 3: tYi S Q 04 2 WOOD STRUCTURE �� VRNOOW YADTH WINDOW WIDTH c TYPICAL ANCHORS SEE ELEV. • • • • • • • • • • • • • • • FOR SPACING • •• • • • • 31 • • ••• • 1 0�c ea • Eng,,.JAYAD AHMAD 1 T E+ CML 3J 0:0 •. . • • FLA.PE/70592 i'+ • • • • • .0. • • •• CAN.bS38 }. • • •• •• •• • • •• PRO Cf RUMiWBD b •• • • • • ro w{IAtlw Florida • •• ••• ••• • • 8nild ••• • ••• 1•ts+�y��•f',r,,_ranC�20Z v`I Frd�9 _5 o L1 04-36 I a srrodlMcooKol Wi a-7 -f s • • . . . . . . . . . . . .. .. . . . .. .. �2875� 2.813 ��AALL 2.792 �1 088 .888 7.1t f��]�� -�-J---- �-{ LM� d ui 002 T-' TYP. 222 O Z 2.875 70882 I.S94 1.841 q'u 9� O GLAZING BEAD ® FLUSH ADAPTER HEAD P�•g .750 -4. fQu I I 1=----2.750 2.825--d *.135 s{z QFRAME HEAD © JAMB STILE8aas v2.500780 ii7 47 1.435 .379 3.710 062 ® FLUSH ADAPTER SILL '7� �. fe VENT LATCH ou -A r .500 2.091 1.15.3 3.750 2.686 L .062 1.014 -� tD$ am 2.792 2.897 PS .082 I Z W © MEETING RAIL c z N I 1.880--^I 9 Q 1.794 Ex N II a fo SLIDE ANCHOR CLIP �-I .1.12. = (s) 2J37S .188 N 31 FLUSH ADAPTER JAMBS z w n FRAME SILL 125 y p t.OZS 0 2 a II o o .808 1 4L IYP 1.557 �7 2 .050 700 1.250 .750 '.'' .750 A78 3.230 t, AN-C�•{HOR CHANNEL 3z SNAP COYER j L1.153 I r Big 8 V VENT TOP/BOTTOM RAIL ® FIXED MTG. RAIL 080 .469 _i $ $ 3.126 > n t.aso •• Gl4ZINA INSERT•• n • t• • • Tc • c o 082 • of c o 0 4 .078 • •• •• • • • •• 3.087 2.875 2940 2.815 EW.JAVAD MMO •� CML FLA.PE tX92 ------ • • • • • • PRODUCCR73NBNBD _ gg 062 • • • • • • •• • • ammplyln8 w8h dw F1mid9 TYP. f.000 .750 • • • • • • Fm7RdingOn6n /�/.-- `t;. Acaplaruo No 23-1.12. 1.3 ••• • • 000 • -- -'� �draw nig no. 3.628 ,.7� 'f. W04-36 Qs FRAME JAMB VENTaO FRAME JAMB FIXED F2ada t,� I ; shaet g of� • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • • F� 5 �O+ a .00 10 0 18 awl / a aIllo N I� FRAME TOP CORNER � i� VENT TOP/BOTTOM CORNERS 1 o W j Q 5wZ to oe 3a 25 N O c a O =S N _ (n LL]� m LLI 7 � 4A � 2Z�� g n 3" o / O • • • • • • c•^ N^� • • • • • s • . FRAME BOTTOM CORNS Engr.JAVAC ARM naj • • • • • • RA E X38�7OS88 'Ellgy • • • • • • • • 000 CAN. ,• I Iso. • • • • • • pteouucTR�IBtvBD � }. � •• •� • . • • •• • • 0.y canplYlnB�vM Rloiida /r--_,\ - AweptullOND ILII+ . . pgpe /�1 .,_... �,` ' drawing n0. FIXED MTG. RAIL CORNER By l� �' .1`1 Jn3 W04-36 Nti Duda produM Contro )l sheet 9__of 9 • •• •• • • • •• •• ••• 0 • • 000 • 0 MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.toy/economy RC Home Showcase,Inc. 2970 NW 7e Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11RD45"Aluminum Outswing Entrance Door w/wo Transom and Sidelites-L.M.L APPROVAL DOCUMENT: Drawing No. W04-37,titled "Series RD45 Alum.Entrance Door(L.M.I.)", sheets 01 through 10 of 10, dated 05/09/04 with revision "G" dated 12/17/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. 060000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant '•• LABELING: Each unit shall bear a permanent label with the manufacturer's aat�e.or log$,otty; state,...:. series, and following statement: "Miami-Dade County Product Control Approved' 49ess othen-rise noted herein. V 60•• 0000 0000 . REVISION of this NOA shall be considered after a renewal application has been 40 and there nas been•:�•• no change in the applicable building code negatively affecting the performance ofsreduct.• ••0• • .. . 0.08.0 TERMINATION of this NOA-will occur after the expiration date or if there has •grevision or change • in the materials,use,and/or manufacture of the product or process. Misuse of this NOM as an semenr••••• of any product, for sales,advertising or any other purposes shall automatically teAninate this ROA.Failurd..... to comply with any section of this NOA shall because for termination and removal UN6A. . •: ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0410.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-1112.06 MIAMI Dp®utm � � Expiration Date: August 19,2019 Approval Date: December 26,2013 2 `��i Page 1 RC Home Showcase.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufactuirer's die drawings and sections. (Submitted under previous NOA's No.'s 04-0608.03 and 08-0613.07) 2. Drawing No. W04-37,titled "Series RD45 Alum. Entrance Door(L.M.I.)", sheets 01 through 10 of 10, dated 05/09/04 with revision "G dated 12/17/13, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. 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 aluminum outswing door, prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s: 1. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07); 2. FTL-4154, dated 03/24/04, FTL-4155, dated 03/30/04 and FTL--4166, dated 03/31/04,all signed and sealed by Edmundo Largaespada,P. E. 966096 ( p 04-0608 03) ' ' 00 00 0000:0 (Submitted underprevious NOA No. . . . . ...... .. . ...... B: CALCULATIONS 4, . 1. Anchor verification calculations and structural analysis, complyiag with NBC2014; prepared by Al Farooq Corporation, dated 03/27/12, signed o Md sealed•Ory Javd&:•0. Ahmad,P.E. 0.00•• 00 • 00.00 Submitted under previous NOA No. 12-0410.18) 0 0 0 0 0 0* 2. Glazing complies with ASTM E1300-04 : ....:. D. QUALITY ASSURANCE "' 0 1. Miami-Dade Department of Regulatory and Economic,Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jaime D.Gasco,PP.. Product Control Section Supervisor NOA No.13-1112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-1 RC Home Showcase Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation,dated 10115/13,signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya,Mr. Henry F. Kronfle-Kozhaya,Mr. Raul Casares,Mr.Eusebio Paredes and Ms.Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc.,dated 10/30/2013,signed by Raul Casares,President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for following Test Reports No.'s: I. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda,• P. E. (Submitted under previous NOA No. 08-0613.07); *00004, II. FTI!-4154, dated 03/24/04, FTL-4155, dated 03/30/04 atldjTL-4166, date&"':' 03/31/04,all signed and sealed by Edmundo Largaespadai V E! •;•'•: ••• :• (Submitted under previous NOA No. 040608.03) 000000 8. Proposals issued by Product Control: """ . I. No. 07-2426,dated 05/08/07,signed by Ishaq Chanda,P�.... .... .E?•• 0••••• 60:066 (Submitted underprevious NOA No. 08-0613.07) •• •• •• • •••••• II. Dated 07/18/06,signed by Jaime D.Gascon,P. E. •.••.• •• (Submitted under previous NDA No. 08-0613.07) : ••••:• III. Dated 12/03/03,signed by Jaime D.Gascon,P. E. ••. :6090: (Submitted under pr evious NOA No. 040608.03) .' see ' G. OTHERS 1. Notice of Acceptance No. 12-0410.18, issued to R.C. Aluminum Industries, Inc. for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom and sidelites-L.M.I.",approved on 06/14/12 and expiring on 08/19/14. Jaime D.Gas-co-'P.E. Product Control Section Supervisor NOA No.13-1112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 E--2 . ... . . ... % .. .. % .. . . . . . . . . . . . . ... . . . . ... ... •HEAD/SWL ANCHORS{d STV.ODS �u • • • • • • • •Ai 2-1{2 O.C. ro 1 • • •. •(5}FON 1NST40ATIOYS INTO WOW/CONC. • • (0)FOR•ISTAlLAPON9�INf0 META/.STRUCTURES 39 3/8'MAX. • • • • . • • • • • • 75 3/8'MAX. Z J FRAME WIDTH • • • •• • FRAME WIDTH 0 zd I 4 1/2'MAX. 4 1/2'MAX. g HEAD/SRL HEAD/SIU. Q chi CORNERS A .• • • • ••CORi1FliN • A f I_ • . • • • • • • 41 • ••• I 1 \� G a • • • • • • • 1 • • • • . • • •� I , /_f_FF___ 11 1 �w Q �� \o iYTiL u n Z W W =0j.N N So Nom.... l t W LJ ACTNE ' JI. INACTIVE ' ACTIVE p z L f3 =n • SURFACE BT� 8 SUS A 7 t-/J. ' mlp D.'N� � UNTINS it Q MAY DE USED 25 3/4' MAY BE USED 225 11/18" O.L OPG. D.L OPG. O.L OPO. 35 3/4'MAX. 72'MAX. SERIES RN LEAF WIDTH DOOR OPNG.WIDTH ALUMINUM OUTSWING ENTRANCE DOOR �X} (XX} SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (O/X)AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. PRODUCY R8NGIVED SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. ny plYing wdh l6e Plorlde O LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL MAXIMUM DESIGN LOAD RATING m+ 80.0 PSF glama�Nto. APPLY TO ENTIRE SYSTEM. (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF / q ^^ AS ALLOWED BY - p THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE MIeCbnhoS •? 6 e a REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(WHZ). THESE DOORS ARE RATED FOR LARGE de SMALL MISSILE IMPACT, 113Y OR 28Y WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY SHUTTERS ARE NOT.REQUIRED. x TO TRANSFER LOADS TO THE STRUCTURE. T Y Engr.JAVMIRANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS r T EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA..I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL NOTE: $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) drowinq no. MATERIALS INCLUDING BUT NOT UNITED IL STEEL/MELS SCREWS.THAT AND FLORIDA BUILDING COMMISSION �` ' W04-37 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE v REQUIREMENTS of THE FLORIDA SM. CODE SECTION 2003.8,4. DECLARATORY STATEMENT DCA05—DEC-219 shoot 1 o1 I O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN TOAD CAPACITY - PSF 39 3/8'MAX. • ••• • • • 75 3/8'MAX" SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMSFRAME WIDTH ro H • • • • • • • •• • FRAME WIDTH ' DOOR GLASS TYPE GLASS TYPE • • •• • • • • • • •• Q 1TIpTH-WI MIHEIGHT-A 'A' B' 33 3/8* • • • • • • • • • D.L. /8' Z j S INMES INCHES IXT.(+) EXT.+ &JT.- D.L.OPG. • • ••• • • • • • OpG, � J /INT- • • • ••• • � 24 80.0 50.0 12'MAX. 4'MAX. 12'MAX. 4'MAX. 30 80.0 80.0 FNEAD/ L CORNERS HEAD/SILL HEAD/SILLNq ' 83-3/8 37-5/8 80.0 80.0 CORNERS ,.v F' •• • • • •• •1• F Fl 1 43-5/8 89.0 69.0 • • • • • • • • • 24 at-s/a �A 80A • 000 • • 69-3/8 30 IDA 80.0 • • • • • • • O n 37-5/8 80.0 80.0 �. U •• • • • O `• • • • n H n 24 �A 80A =a iI a ii /N ii Y <a 75-3/8 30 80.0 80.0 ____ �_____ ____ 37-5 8 80.0 80.0 o H �r o 24 80.0 80.0 ❑ II 11 II 10q{ 0 -3/a 30 80.0 60.0 ' 17-5/8 80.0 80.0 N a 43-5/8 69.0 69.0 24 80.0 80.0 II 1 89-3/8 30 80.0 80.0 37-5/8 80.0 80A / i 1` i i / i i \ / I ANCHORS AT TRANSOM ENDS 24 80.0 B0.0 _== =x= I AT 2-1/2'O.C. ===tt=x= i \ o Z 78-3/8 30 80.0 HOA `. II/ I p (s)FOR INSTAUAnIXNS C I( O I II \ p 37-5/8 80.0 80.0 �I I INTO W000/MfSOON �I E \ w II I (3)FOR INSTALLATIONS II v W w 24 80.0 $OA / ❑ I / ❑ I I \ V41 7 _ INTO METAL STRUCTURES V 63-3/8 30 50.0 80A � 11 / 37-5/8 80.0 BOA / 1u1. I p / uu/ Q N 4 43-5/8 69.0 09A x 11/ 1 x 11 .�, Z N 24 91-5/8 80.0 80.0 w m b �, 1 m y-_- y n M �1 89-3/8 30 80.0 80A I " I i I I �i W M 11 , h 37-5/5 80.0 SOA n� jj i rc ii I I z 24 75-3/8 30 SO.O 804 37-SA 60A 80.0 \ 11 \ I I / j 0.N� 24 eao eao \ ; -- 11 / o 83-3/8 30 80.0 80.0 37-5/8 Sao 80.0 4324/8 69.0 69.0 97-5/8 Sao Sao ?g 69-3/8 30 80.0 80.0 ACTIVE BNACTIVE ACTIVE 9 8 37-5/8 80.0 SOA E 75-3/8 30 80.0 80.0 SURFACE APPLIED B yy)J SURFACE APPLIED B 37-8 8 80.0 50.0 FALSE MUNTINS7 G7 FALSE MUNTINS m / MAY BE USED iv MAY BE USED r Wl 2s 3/4' 25 I1/18' 25 11/18' FRAME WIDTH D.L.OPG. n Dl.OPG. D.L OPO. ,� $ m P U = 35 3/4'MAX. 72'MAX W e c a ;�. LEAF 1VIDTH DOOR OPNG.VADTH 8 L C U O W 6 l9 (O/X) (O/XX) 4 E r.JAVAO AHEAD j � / \ .FLA.PE i. 12 \ PRODUCT RENEWED GAN.3.538 m/omr1Y�0 wRh Ox FlorhLt .06 ,# lo naerlwee Nu g grpkeNgn me 0. drawing no. WI (SINGLE DOOR FRAME WIDTH)- l + 1-5/8' m+ yDDneProau.,an11�1 ` 04E 17 2013 1�VO4-37 sheet Q of Q . . ... . . . ... .. .. . . . .• .. . . . . . . . . . . . . . ... . . . . ... DMON LOAD CAPACITY - PSF R fHAD• fATINNTCHRS AT �STRTI>LjE ENDS SMRLr= •• At 1/28 O.0. • •.• GLASS TYPE (4) (5)fto-w-10 •IOAOr •• •• n 089"" a • • SIOELITE WIDTH FRAME HEIGHT A' & 'B' • • • • • '/ SVDEUTE WIDTH MA7L. Z INCHES WCf1ES EIfT.(+)/WT.(-) SEE CFW2TDAT LEFT SEE CHARTDAT LEaFr 4 8800A.0 \hm W p, ,� L ---2__-----_1-/=---2--0IIUii'nI11R1IIy rii�I11 1-'---_-------_--_ p" \Nm m�,L ---__-t----=--_-te-JAIIUiitIIn1II1IILriiNrII1-C----^---••_----M=_••�- •�=-/\••••�--=�\-_.•l`��•�InII 1,�IirII 1/-__EL_•/n-M•E IiiIiII1I-WIiiIiIIiI1I- ID�T`H�\ \\ \/ /\ \/ \/ MAX 2 \/ SEE CHART�AT LEFT 36-1/4 80.0 38-5/8 e1-5/8 80.0 �� ' HEAD/SILL 21/2" 41-1/4 60.0 c4co 43-1/4 80.0 2 1,4• 36-1/4 80.0 38-5/8 85-5/8 80.0 1-1/4 80.0 c•. 36-1/4 81-5/8 80.0 38-5/8 38-1/4 87-5/8 :k�- JL-- = 1r it d rr�roa$e8(�� LIS a;of W�•nQs �zd4 OIgo _ II II 11 I I / g N�N m 11 11 1` i i / n M Ml 11 II ozTi-- 11 II 1 I ACTAIER'N X to rR� i O SURFACE APPLIED FALSE MUNTTNS MAY BE USED 2S 11/16" 23 11/18' D.L.OPG. DL OPG. D.L.OPO. D.L. OPG. DL OPG. 72°MAIL 3 DOOR OPNG.WmTfL �3� (0) (OXXO) NOTE. o a FORDOORS CAPACITY SEE SHEET 1 S (MAX. DOOR FRAME WIDTH - 75-3/8" MAX. DOOR FRAME HEIGHT - 97-5/8") FOR SIDELITE CAPACITIES SEE CHART ABOVE. 4 LOWER VALUES FROM DOORS OR SIDELITE S AWM CHART WILL APPLY TO ENTIRE SYSTEM. a� ' FLA.RE(70582 CAA 35m eP�)�Ei3NSW8D� ®� Code � • o AccoPtwuo No f gxpimt O - 1! droMng no. DYw` I W04-37 A4tamL tloda ltodod Celltmt 172013 1 8hee1 3 -1 O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . .. . . . . . . .. • • • • • • • • • 5/32'TEMP.GLASS 3 . . • 1/8"tEAT STRE�'1!A ASS• 1/4"AIR SPACE .090'INTERLAYER 1/8"HEAT STREN'D.GLASS 16'� DUPONT'BUTACITE'PVB •• • • • • .•. •. .090`INTERLAYER . • • • • •1/ T ma�cc..,,D GLASS DUPONT'BUTACITE'PVB • • • • •SILICONE • 1/8'HEAT STREN'0.CLASS 3C n •• • � j • NO 795 IN DOW CODOW CORNING 725 g RNING 895 SILICONE m s DOW CORNING 985 LQ„a W I \ ED \ Z g 1 0 \ \� GLAZING DETAIL AT \ \ DOOR LEAF ST.STEEL .�.. METAL SPACER !.1 W W ,t ST.STEEL METAL SPACER a LOCK OPTIONS SINGLE DOORS: LOCK OPTIONS DOUBLE DOORS: O oa a I zN N OPTION#1' OPTION #1: ACTIVE scan GLAZING DETAIL AT 3 POINT LACK SYSTEM BY'AMESBURY' 3 POINT LOCK SYSTEM BY'AMESBLIRY' _j/ _r SIDELRE 00 Z WITH SURFACE MOUNT HANDLE AT 38'FROM BOTTOM VATH SURFACE MOUNT HANDLE AT 36"FROM BOTTOM �. S _ AND DEAD HOLT LOCKSET AT 32'FROM BOTTOM AND DEAD BOLT LOCKSET AT 32'FROM BOTTOM GLASS TYPE 'A' GLASS IYPE 'R' KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON y N INTERIOR. INTERIOR. INACTIVE LEAF GLAZING OPTIONS O 2 POINT LOCK SYSTEM BY'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD$SILL i SURFACE MOUNT ACTUATING HANDLE AT 36'FROM BOTTOM 3 oPnoa 8z: OPTION #2: ADTIVE LEAF: 3 POINT LOCK SYSTEM BY'HOPPE' 3 POINT LOCK SYSTEM BY 1ioPPE' 6 WITH SURFACE MOUNT HANDLE AT 36'FROM BOTTOM VATH SURFACE MOUNT MOLE AT 36"FROM BOTTOM AND DEAD BOLT LOCIW AT 32-1/2' FROM BOTTOM AND DEAD BOLT LOCKSEr AT 32-1/2'FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR MID THUMB TURN ON B a n an INTERIOR. INTERIOR. c ro INACTIVE LEAF g a n S$� 2 POINT LOCK SYSTEM BY'HOPPE' 0 SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD&SILL SURFACE MOUNT ACTUATING HANDLE AT 36'FROM BOTTOM ' E+yr. AO AHMADGin FLA.PE 4 CAN�3 X39� g� as camp Y5+8 fie FIOrWa 1 Ba1T�LaE�� _ o. .06 ActYplatCe nb r O O F�tonDste q 1] drawing 7 L �}tic W04-37 ABemL Dmla 1�radact Tam 0 C 1 1 2013 +iaLl.l aheot 4 of 10� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS SEE�ELE ELEVATIONS • 000 • • • N • �� SEE ELEVATIONS FOR SPACING 18Y • • • • • • • •• .} FOR SPACING I WOOD BUCK 28Y BUCK • • •• • • • • • • F C7 't :"EDGE OJ STRUCTURE • • • • • • • • • Z • • • • • • '� EDGE EDEE DISE. E1 \ \ •• • • • • • • O. I I g �G I I � Y1 TYPICAL ANCHORS SEE TYPICAL ELEVATIONS FFOORR SPAC NG FOR SPACING W.W -WIN. THROW BOLT � PENETRATION , O V4 yy W000 BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND v TRANSFER THEM TO THE BUILDING STRUCTURE. g U Z_ TYPICAL ANCHORS: SEE ELEV. FOR SPACING � a 1/4' DUI. HILTI XM-CON II (Fu-163 KSI,Fy=157 Km) Uj(J z g O INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. WOOD PENETRATION �i¢ THRU 1-11/4' MIN.00D SUKS INTO EMBED CNTO MASONRY OR R CONC.RY OR CONC. N M�j DIRECTLY INFO MASONRY OR CONCRETE W 3 ot 1-1/2" MIN. EMBED INTO CONCRETE p z $ V4 1/4" OTA. TEKS OR SELF DRILLING SCREWS (GRADE s cxes) l3 U h g`n INTO METAL STRUCTURES N g STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) 0 2 ALUMINUM : 1/8'THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED R PAINTED) TYPICAL EDGE DISTANCE E5 INTO CONCRETE AND MASONRY= 2-1/2"MIN. INTO WOOD STRUCTURE = 1"MIN. INTO METAL STRUCTURE - 3/4"MIN. o CONCRETE AT HEAD,SILL OR JAMBS f'o - 3000 PSI MIN. c 0-96 HOLLOW/FILLED BLOCK AT JAMBS Pm - 1500 PSI MIN. 8 SEALANTS: §§ I i ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND d © I I HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH g a a 52 ;r 1 WHITE/ALUM COLORED SILICONE. °c u=W^• E2 1 I E.V.JAVAD ANMAD iI.A.PEE/70592 n .CAN.3538 }. PRODUCTRmMIED §g $ k •' " ' .. a,wmNyt>�D�.tm um Pttoriiao :ji/,.�f,%�j /�'� S Q 8 � " .84� WdldDlg Cade l ""•V� 3 Qasptonco No iv .° I gtplrelfon Dale o1 EDGE Disr: �] droxing no. ( W04-37 \ ' � , TYPICAL ANCHORS SEE ELEV.FOR SPACING I Dente Prod"�Cmti1D sheet 5 of 10 s f . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS V SEE ELEV, • ••• • • • ••• �� pnj FOR SPACMG • • • • • • • •• • • • •• • • • • • • •• f © O • • • • • • • • • • • • • • • • • • • • T7 ACTIVE TYPICAL orfs • • • ••• • a ' FOR ACING s —_ •• • • • •• ••• •• aO V1 �t • •••• • • • • •• a u , • a 2 • • • • • • • •0. • o S2 V4 Ell D.L.OPO. E10 LOCKS 4 SEE SHEET 4 FOR DESCRIPTION EXTERIORFOR WIDTH � P T/2•MAX. FRAME WIDTH 1/z•MAx• U SHIM SHIM g Z ,t (X) TYPICAL ANCHORS LJW LJ W a TYPICAL ANCHORS SEE ELEV. - SEE ELEV. FOR SPACING FOR sPAaNc O O SEEKS 3 a E3 C E FOR DESCRIPTION SHEET SCT=n m� 9 M 114 E7 INACTIVE ACTIVE LL) g3 rc 0 jj vi D=NZ� O ' •a M£TAL o.••, e r - STRUCTURE S2 V4 E9 2 EB D.L.OPO. 10 D.L.OPO. MT ° Mgg't ^ 4 'BY EXTERIOR MID SUCK LEAF WrmTH LEAF VMTH m T/z•Max FRAME WIDTH T/s•max. SHIM SHIM n n v v n O (XX) El.JAVaA. FLA.PE a 70.592 $ PRODUCT RSNBWOO as eamPlYfe8�vi0i BIe FIOFIda DniWinBCade =Er j��•O� O AsAl�dm:Dato o2q a.awl�9 no. r r / W04-37 A4iemi Dade et Comm�� .1� sheat 8 of�Q • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• SEE ELEVATIONS ANCHORSTYPlCAL • A•• • • • ••• A9�� FOR SPAMO • • • • • • • •• • W 0. - • • • • • • • • • Z �.EDDE 411ST••. + • • • • • • • • • • • O E12 •• • • • •• ••• •• U V4 8, • • • • • • • • • u E13nmv aa00 O A1lF4 X ,• p g 6RILLMG SCREWS :1 E AT 4'FROM ENDS E13 AND 12'O.C.MAX. V4 E12 O 21 C3 Z V4 U 4Nf 14 vZ E1 j O Q yam u7 52 rc OZ� O Y4 � E19 iWC PRODUCT SUMMED Cw+WPw8 with ft Mod& (0/x) �.q;•• 8ui14{w,l Cmie �f•906 .4•E a n (0/^��///ll HN C(slrohV 1 O�/ W S d N (0/Xx) V4 Y+Stend f;+.ttip ihi+duti6fbatro _ N1.JAAD AMD •1 @ O.L OPD. RA.1 Cm7.592 8 31 'AMAX. TRANSOM WIDTH G C.AN.3538 n EXTERIOR drowto W04-37 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS • ••• • • • ••• �� SEE ELEVATIONS • • • • • • • •• • FOR SPACING • • •• • • • • • • •• 3 • • • • • • • • • • • 0 J ..D�•'EbGE�Olst� � !�' a J 20 E11 •• • • • • • ••• •• cr <Q E9 I TYPICAL ANCHORS SEE ELE FOR SPACPAC NG E3 V4 E12 13 $ (� Z La EG a o in � � NnM� w W I (o o Im ••~= Y4 S2 V4 E8 0 2 E8 EXTERIOR D.L.OPG. D.L.OPG. 1/8•MAX. LEAF W101H •M1/2 SHIM Eg (DOOR W/ SIDELITE) V4 E18 mmo r�dnt ucu .u O � Ell Eng,JAVAO XUAD •� Q CML 0 33 FU PE A 70582 A tr— PRODUCT RBN8IYED CAN.5838 g .� v, na complYbgl�vltl�tlw Florida � $ � b `1a� .' • AcMlsumce Wn m� O iv� EY 'onp+de droving no. TYPICAL ANCHORS y W04--37 SEE ELEV.FOR SPACING Riimren wadconv� •y� ehbet $of 10 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... I�-J.770----- 3.750 rE NUMBER IOCQD. DIME HEAD $MAM"ALRIAL MANF./9UPPLtEt/RS6fARK8 125 4.000 8045-023 1 FRAME HEAD • • -TS ES 100 Im45-oa4 1 FRAME SILL • • •• . _� J •• .090 2A 5 F Ir RM-022 2 FRAME JAMB . • • -T8 - 0 3.000 1.825 .125 I '9� Rp4S-004 1/LEAF TOP PAL • • -TB •• • LE 2.125 1.813 ,100 R045-021 1/LEAF BOTTOM RAIL -T8 - pgp L Typ, RD45-008 2/LEAF HINGE STILE NACT`W LEAF LOCK STILE -T5 - _ U II WP. E7 RD48-002 2 VERTICAL JAMB STOP •. . - W2 1.875 .887 Ix 1.988 7a\a ES RD45-010 AS REDD.GLAZING BEAD �Ix= 2.810 Ot\4 Sx=0.873 It\3Sx= 1.383 01\3 ED RD45-007 AS REOD. GIAZING BEAD -5100.47E HEAD/SILL SID0.f1E JAMB EIO RD45-01TA AS REO0. LOCK STILE ACME LEAF TRANSOM JAMB Et DOOR HEAD Et TRANSOM HEAD/SILLEll R045-014 AS REOO. SDELRE HEAD SILL,TRANSOM JAMB -1.812 E12 RD4s-015 AS REM. JAMB AT SIDE LNTE,HEAD/SILL AT TRANS -T6 4.209E13 RD45-018 AS REOD. SNAP OWER .TOO 1.888 1.2E19 RD45-029 AS REOQ INTERIOR SNAPCOVER.115 1.470 E20 800.4-030 AS REDO. ANCHOR CUP.6'LONG 3-T8 1.7� M7 8045= 01 4/LEAF FLUSHINGEASSEMBLY 8905-T5 4.000 I A82 I M3 RD45-M03 AS REQO. FLUSH BOLT AT 3 POINT LAK 412.025-SII M14 W31384NK AS REDD. WEATHERSTRIPPING 2.115 7 .158 I M20 - 3/18'x 1/2'x 4°SErtING.BLOdf. NEOPRENE LO E.D EACH ENO v -�11 LOWE,DURONETER 8515 MORE A 4.125 E1 $NAP COVER HINGE STILE M21 1/2'x 3/4'x 4'SETTING BLOCK. NEOPRENE S'FROM EACH END&MDSPAN U .184 LOWE,DUROMETER 85*5 SHORE A Z m 156 E8 INACTIVE LOCK STILE M24 R045-013 4/LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005-TS - 1.887ta FF M25 W31421NK AS READ.Y7FADiER3T76PPONG - - l+!7 Ix=2.282 1N\4 4.209 1.248 875 Vl o37sr27o DOOR W'SIRIPPWG FOAM o-LIN EJ FRAME JAMB Ss 1.024 M\ V2 V-059 OFFSET BULB VIM WSTP. 1.750-- V4 V-008 BULB W STRIPPING.DUROIETER 75t5 SHORE A PVC VASORG,WV-3289 = O 7V a 1.750 GLAZING BEAD V5 V-OBS PEROXIDE THREAD-IN FlNGER = 7RENC0 N n N E8 (LAM. INSUL. CLASS) 52 AS!Z! . 03/8'-78 X 2°lli.FULL THREAD HX}D.. 1 PER CONER 2 53 4 HINGE 112-24 X 3/4'LG.PHIL F.H.MACHINE SCREW ST/ST HINGE INSTALWTION SCREWS 0 Z ti 3.125 4.125 552 S8 AS IEOD. #12 X 1-1/4"LO.PFM..SMS. Si Slr 1AWEMBLY FASTENERS --v 9 4.000 SEE SHEET 4 FOR WCK8 OPTIONS AND DESCRIPTION N 7 �y .100TOP RAIL E7 ACTIVE LEAFLOCKSTILE 1.248s 0 5� GLAZING BEAD E4 E9 (LAM. GLASS) 33 1.875 1.870 0 3 100 .880 .875 .070 1,375 �__T - p .TBS 7.750 1.995 00 S Y�3 N 8.875 �uow r n 3.750 to INTERIOR SNAP COVER o E2 FRAME SILL E.Srs JAVAO AHMAO '1 3.570 Fi` .E 70692 .062 ' PRODUCT RENITVVED `3836 .542 1.844 m minplyi-AvAdNiw Florida .447 I I I RuOcOr�O Cixtait tss F-1.7S0 .62s�i F p pipt onDnO r 0 9 d Ez9 W04-37 ANCHOR QIP ES BOTTOM RAIL E7 VERT.JAMB STOP I✓ftand BWOPW&IContrd UP'lJ•. NJ 6heet 9 of 10 i • • ••• . . . ••• • • • • • • . . . • . . ••• . . • . .•• / I AlU►I PIATE ��``` I a�� _LEAF TOP CORNER $ Z DOOR TOP CORNER TRANSOM TOPfBOTTOM CORNER �z 3a N�m SB WDM � =off � F5 0Nm / o S2 I'x 2Pu-1 2 X I/4' o�8 d d auM _ LEAF BOTTOM�C)RN ryY EW.JAVID MWD FuR�P2 DOOR BOTTOM CORNER SID£LITE TOP/BOTTOM CORNER rxoaucrau>�aen rax. osrnm}drinBvriU�tlicFloride .�(CJ � � 0 5 Oni1dM8 Colo ./ te i/ nroi�u�wm {{�� + q 1qq Mtam{ ado Ikadoet Conlml Uv !+�1 gMiami Shores Villa a �1iMID qpH � Building Department MAY 2015 10050 N.E.2nd Avenue,n . ores,Florida 33138 B 5 r 15 � Tel:' el:(305) 04 a 3 )756-8972 INSPECT NE - E :(305)762-4949 FBC 20 BUILDING Master Permit N�� PERMIT AP I I t. sub Permit No. 'BUILDING ❑ E µ RI ❑ ROOFING Cg REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: ® "� ► 2nd .5t- ee— City: Miami Shores County: Miami Dade Zip: 331 3 Folio/Parcel#: 1 1 32_Moo 13 q-�-50 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: WD BFE: FFE: OWNER: Name(Fee Simple Titleholder): i V t (ch� V iW 1 i _ Phone#: Address: j 05 abo-w_ City: State: Zip: Tenant/Lessee Name: Phone#: Email:�i LW.'lL1614 J 'YlP 13C9) I ,().( 'M CONTRACTOR:Company Name: -e 1)7 e—. Address: City: State: Zi Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/En ' Phone#: Ad City: State: Zip: Value of Work for this Permit:$ 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 92 Repair/Replace ❑ Demolition Description of Work: AL k2& /14jji!ibeE4 W_Wd�1 S adld;i � Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �L- I "I l_da ) (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,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. Aavj/L Signature Signature NER 0 AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of/'hl� ,20 ��' , by day of 20 , by /11/('�Iedr�-- Taill.2'/�,who is personally known to ,who is personally known to me or who has produced �L as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: Print: rant: Seal: 4¢'"Qv9,� Notary Public State of Florida Seal: a Joanna fel Feliciano My Commission FF 082753 OF of E spires 01/12/2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MUEngineers,Inc. 3440 NE 12th Avenue Oakland Park,FL 33334 n g i n e e r s, Inc. Phone: (954)324-4730 CA#:29348 www.muengineers.com January 30,2015 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores,FL 33138 Reference Project Name: Michelle Jayme Residence Project Address: 230 NE 102nd Street, Miami Shores,FL-33150 MUE Project#: MUE13101702 Permit Number: RC14-2410 To Whom It May Concern, Please find below our response to the structural related permit comments dated 01/17/15 from the Miami Shores Village Building Department. Comment#2: These shall be on the plans with layout of the rafters. If these roof elements are existing, please be specific on the plan and sections on S-3.0 MUE Response: The roof rafters are existing and are labelled as ETR on plan and the sections.ETR is defined in the abbreviations and stands for Existing To Remain. Comment#6: Please remove irrelevant notes.Also V=175 mph in Miami MUE Response: The notes and wind speeds have been coordinated and the related sheets have been revised accordingly.The wind speed has been updated to 175 mph in the Components and Cladding Diagram. The ultimate wind speed of V„it=175 mph has been converted to a nominal design wind speed of Vasd= 136 mph as per section 1609.3.1 of the 2010 Florida Building Code.Components and Cladding Diagrams for ultimate and nominal wind speeds have been provided in order to simplify the review of NOAs and product approvals. Comment#7: If you address them as Existing in comment'2'please Ignore this comment MUE Response: Comment is ignored,since rafters are addressed as existing in comment'2' Sincerely, Digitally signed by Marcus Unterweger Marcus UnterwegerDN:cn=Marcus Unterweger,o=MUEngineers,Inc.,ou=FL P.E. #:63860,email=munterweger@MUEngineers.com,c=US Date:2015.01.3015:51:48-05'00' Marcus Unterweger,P.E.,S.I.,LEED AP President THOROUGH,DETAILED AND COST EFFICIENT ENGINEERING DELIVERED IN A TIMELY MANNER mutngineers, inc. 3440 NE 12th Avenue 7-11 F C T _.,,5 J Ij,ID Oakland Park,FL 33334 ngineers, Inc. Phone: (954)3244730 cA#:29348 SAKA 2015 www.muengineers.com January 13,2015 Attention: Mr.Scott Bakos Reference Project Name: Michelle Jayme Residence Project Address: 230 NE 102nd Street, Miami Shores, FL 33150 MUE Project#: MUE13101702 Permit Number: RC14-2410 To Whom it May Concern, Please find below our response to the structural related permit comments dated 11/03/2014 prepared by the City of Miami Shores Building Department. Comment#1: On the permit application,scope of work is "replacement of doors and windows" but roof framing and column drawings are provided.Please coordinate. MUE Response:The scope of work is replacement of doors and windows. The roof framing shown is ETR (Existing To Remain)framing.New structural framing is required due to the modified window and door wall openings. Comment#2:Specify the gravity/window uplift reactions of rafters.Provide copies of product approvals of straps. MUE Response: Please see the provided structural calculation package for Florida product approvals and connection forces and reactions. Comment#3:Provide foundation plan. MUE Response:There are no new foundation being installed as part of the scope of this project. The new structure is being connected to the existing slab on grade. Please see the ground floor plan and the reference sections on sheet S- .0 for additional information. Comment#4:What is the relevance of sheet S-1.0 to the project? MUE Response:An existing door opening in an existing CMU walls is partially infilled in order to be changed to a new window opening.Sheet S-1.0 shows a typical CMU wall construction details and a detail indicating how to connect the new CMU wall section to the existing concrete slab on grade below and the existing CMU wall sections on each side. Comment#5:Provide existing wall-rafters connection details. MUE Response: The connections of the existing rafters to the existing walls are not being altered or modified in any way.Connections of the existing rafters to the new structure are indicated on the roof framing plan on sheet S-2.0 and the corresponding referenced details and sections on sheet S-3.0 Comment#6:Provide structural notes-code references,design load criteria,wind load parameters,material specs MUE Response: Please refer to sheet S-0.0 for structural notes and code references. Section '010001-Design Loads'of sheet S-0.0 provides the design load criteria and wind load category used for the project. A components and cladding diagram has been added to sheet S-0.0. TL.Ir1DrNI Ir_U r\FTAII Gr► A111r\r`/1CT CCCIr`IFAIT C111Y'1111FFDlAIr_nCl t1/FDCII 1�I A TIAAcI V DAAN111CD M ngineers, Inc Comment#7:Show slope of rafters on roof plan M U E Response:Architect to respond. Comment#8:Provide wood post to windows connection detail. MUE Response:See window and door NOAs for connection of windows and doors to the building structure. Sincerely, Marcus Q Gigit.illy.�jredbyMomk�ukiir_rmeger V%:arcus Unt eger : 4-mr:usUntrrebvyer 7 rcr�Cr�r� E,:,mu-FLP.h. Uwr ®:R3Hfi7,e91y1-mur�2v uin�er:�:'str�L--rpr eeeerbcam.c-US Marcus Unterweger, P.E.,S.I., LEED AP President Page 2 of 2 MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA a PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 261h Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.m m e. ow in Arch Windows,LLC d/b/a AWP ' 8130 NW 74a'Avenue g Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rul4 and regulalions'gv erning the use of construction materials. The documentation submitted has been reviewed and Accepted.;'/by Miami-Dade County BNC- Product Control Section to be used in Miami-Dade Countyandether at", s where allowed by the Authority Having Jurisdiction(AHJ). `` `4 This NOA shall not be valid after the expiration date stated below.The Miami--Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 116900"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-78,titled"Series 6900 Alum. Horizontal Sliding Wdw. (L.M.I.)",.sheets 1 through 6 of 6,dated 11/18/10 with revision"A"dated 03/23/11,prepared bx Al—. Farooq Corporation,signed and sealed by Javad Ahmad,P. E., bearing the Miaii-Vade.CounJ FT8dact Control Approval stamp with the Notice of Acceptance number and Approval date by theWiaini-Dade .' County Product Control Section. 0000.. .00000 0000.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. 00000 0 :0 0 0 0 00000 0000 . . LABELING: Each unit shall bear a permanent label with the manufacturer's name.or logo,Dai Aostate,0 o:0. model/series and following statement: "Miami-Dade County Product Control Apprevtd; unlels opi"ise0 0 o••• noted herein. •• :000 • •• •• 000000••••• RENEWAL of this NOA shall be considered after a renewal application has been filed apd there has been no change in the applicable build code negatively affecting the performance of this "0 0 0 0 g PP g � Y 8 P product. . TERMINATION of this NOA will occur after the expiration date or if there has 4M a&vision 8P Mange:�0 in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1,evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 11-0107.08 �� NE �A� Expiration Date: April 21,2016 13`Il Approval Date: April 21,2011 Page 1 Arch Windows.LLC d/b/a AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-78,titled"Series 6900 Alum. Horizontal Sliding Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 11/18/10 with revision"A"dated 03/23/11,prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. 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 single hung window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6263,dated 10/14/2010,signed and sealed by Jorge A. Causo, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 12/01/2010, prepared by Al—Farooq Corporation,signed, sealed argil"d ...... 03/04/2011 by Javad Ahmad,P. E. • Complies with ASTM E1300--04 •••••• 0:000:0 6 e 0 6:e 006.0. 0 ...... 6666 6666 e D. QUALITY ASSURANCE- •0000 0 000• •0000 a 000• 0 6 6 6 6• 1. Miami—Dade Building and Neighborhood Compliance Department(BNC,I. 6 0 0:0 0• 0 6 . . .. .. .. .. ...... E. MATERIAL CERTIFICATIONS 0.6 6.0 6 •0 1. Notice of Acceptance No. 064216.06 issued to Solutia Inc. for tl}eir"Ss�f1eie-HIG ;6"e Clear or colored interlayer"dated 05/04/06,expiring on 05121111. 0666 :••••: 06:6 E. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2007, dated April 30,2010,signed acid sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. FTL-6263, issued by Fenestration Testing Laboratory, Inc.,dated 10/14/2010, signed and sealed by Jorge A. Causo, P. E. 3. Proposal issued by BCCO,dated 03/08/2010, signed by Manuel Perez,P. E. F. OTHERS 1. None. r Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11-0107.08 Expiration Date: April 21,2016 Approval Date: April 21,2011 E-1 • 6•MAX. 11"MAX. FALSE NTINSAPPLIED HEAD/SILLSwu CORNERS A OFnONAL Z' a-MAX, 10-3/8'MAX. IS HEAD/SILL A HEAD/SILL I 11 I I FFFe CORNERS II It II 11 �7 11 11 II II 4 IF r' • • I I • •pA t0 _=_.n_> __ ---11----It__- N i �`AT�S D ! - .J J N I o 11 11 II N . C 71z /�3r_ 11 II II II II 11 T Olt II 11 II II 11 11 J 1� Tj II 8 11 II 11 II 33 7/8• sa• , 3a 1/e• 34 I/a• 34 1/e• D.L.OPO. DA.OPG. °D O D.L.OPO. D.L.OPG. DL OPG. JO 38 1/2" 38 3/4• 38 3/4" V VENT WIDTH VENT WIDTH VENT WIDTH J 70 111• J 4 WINDOW WIDTH WINDOW WIDTH 3<w TYPICAL ELEVATIONS S F M I TESTED UNITS ' z I-- Cox -- ao B SERIES 6900 ALUMINUM HORIZON'T'AL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 1/8"ANN.CLASS APPROVAL APPLIES TO SINGLE HORIZONTAL SLIDING WINDOWS, `o ALSO COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER M' INTERLAYER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING sAR.Ex 16G BY'SOURIA' MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I/8•ANN. GLASS WILL APPLY TO ENTIRE SYSTEM. p. SILICONETHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • QE 280 • B REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING • • • • OD" oil HIGH VELOCITY HURRICANE ZONE(HVHZ). •• •0 ••i i i i•• ° � THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ` WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ••• •• •es ••• • • ^ K SHUTTERS ARE NOT REQUIRED. o LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS E"a"a ARM AD EMOMMENT TO BASE MATERIAL SHALL BE MONO WALL DRESSING OR STUCCO. FLA. 2 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • ••• ••• • • �a�Pbbi g h ARE NOT PART OF THIS APPROVAL ••• • • • • • 8 • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. LB • •• • • • MATERIALS INCLUDING BUT NOT =TO STEEL/METAL SCREWS, Browing no. WS,THAT COME INTO ••• {�1 0-78 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS GLAZING DETAIL OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ahe•t � of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF(YO OR OX SIMS) DESIGN tAAD CAPACITY-PSF (ROY UMS) DESIGN LOAD CAPACITY-PSF(%OX SPED) WINDOW DIMS. I A 5/18°IgM.GLW WINDOW DINS. A 5/16"IAM.GLASS WINDOW Dw. A 5/16'IgM.GLABS n WIM HOGIT EXT.(+) MT.(-) YADTFI IFIEG;FO' EXT.(+) INT.(-) WOM I HOOK I EXT4+) I INT.(-) c� 24' 3 60.0 80.0 72' 80.0 BO.0 72• 7 80.0 Boo 0 38' 4 80.0 80.0 B4' 3 80.0 80.0 8$ 8 80.0 60.0 r 1 48' 24' 5 80.0 80.0 98' 24' 9 60.0 80.0 98° 24• 9 840 80.0 BO' 8 00.0 840 108' 10 80.0 80.0 108' 10 840 80.0 72' 7 80.0 840 72' 7 60.0 80.0 72• 7 840 840 24' 3 00.0 840 B4' 8 80.0 80.0 Be a 840 80.0 Ike p a 38' 4 BOA 840 88• 38. 9 60.0 80.0 96• 9 60.0 80.0 w 48' 38' 5 60.0 840 108• 10 00.0 840 108' to 040 BOA 80' 6 80.0 80.0 7Y 7 60.0 80.0 72• 7 840 80.0 72• 7 60.0 80.0 Be 8 80.0 80.0 84^ 46' 8 80.0 60.0 it a 24' 3 80.0 80.0 96° 48' 9 Bo.O 80.0 96• 9 60.0 60.0 m gg 38' 4 040 80.0 708' 10 1 80.0 80.0 72' 80• 7 80.0 80.0 S cd 46' 4B° 5 80.0 80.0 72• 7 60.0 80.0 74' 7 60.0 80.0 4' 80' 6 60.0 Bo.O 84' 80• 6 60.0 76.7 108-1/4' 26' 70 BOA 840 a P 72• 7 60.0 80.0 98' 9- 80.0 60.0 111' 10 60.0 80.0 0 24' 3 60.0 80.0 108• 10 60.0 60.0 74• 7 60.0 80.0 38• 4 60.0 80.0 74• 7 60.0 BOA 108-1/4° 38-3/6' 10 60.0 BOA Q 4B• 80' 5 60.0 80.0 108-1/4' 28' 10 60.0 80.0 717• 10 80.0 60.0 80' 8 60.0 73.2 171• 10 60.0 80.0 74' 50-51W 7 60.0 80.0 �l7 72' 7 60.0 00.0 74• 7 60.0 80.0 r 77 63• 7 - 60.0 640 26-1/2° 3 90.0 80.0 106-1/4' 36-3/8 70 80.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ♦) 37' 4 60.0 60.0 111' 10 640 - 60.0 J 53-1/8° 2ir 5 80.0 80.0 74' 7 60.0 80.0 L� 74' 7 80.0 W.0 108-1/4. 5o-5/8' 10 60.0 80.0 U)a 1O 26-1/2• 3 60.0 80.0 111° 10 60.0 80.0 O n 37• 4 804 60.0 74' 7 80.0 79.0 n 53-1/8' X3/6• 5 60.0 30.0 toS-1/4• 8S• 10 60.0 60.0 (1/4VN) t1 (1�41� 3 74' 7 80.0 60.0 111^ 10 60.0 60.0 'Alk ` o- z 26-1/2° 3 80.0 80.0 A- NO. OF ANCHORS PER HEAD & SILL V M 37 S0-5/8' 4 Bob 80.0 53-t/8' 5 BOA 50.0 W 74' 7 50.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 26-1/2' 3 60.0 80.0 37' 63' 4 60.0 SILO t1/ t1/3 XOX 53-1/8° 9 00.0 74.8 74' 7 BOA 60.0 o- e A = NO. OF ANCHORS PER HEAD & SILL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH $ XOX 8 • •• • • • • ••• • t:ngr eb CNA i XO OX CAPE X/76692 • ••• • • • ••• m� Undo • • • • • • IS4*fE: • G ••• • • • • GLASS CAPACITIES ON THIS SHEET ARE 27ete • • • • • • • • Bop O l.ASTM E1300-04 (3 SEC. GUSTS) (� • •• • • • AJ 16ACOMMISSION � drawing no. • ••• DECLARATORY STATEMENT DCA05 EC-219 etBy - W 10-78 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPWAI.ANCHORS ' SEE ELEV.FOR SPACING 1BY 2BY WOOD K SEE ELEV. FOR SPACING . I wQOD BUCK OR D METAL �r------------------ RE c� STRUCNj I MIAMI—DAVE COUNTY APPROVED I j Z .a d.n a.'? v a a..• q•' ° I 1 I SEE SEPARATE NOA ANCHORS 11 c J II II II II 1 L—_— _ ��.1 JIM TYPICAL SEE E/FOR SPACING RS TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. TYPICAL ANCHORS: SEE ELEv. FOR SPACING c� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 14" DIA, TAPCON BY 'ITW' (Fu-120 KSI,FY-92 KSI) AND TRANSFER THEM TO THE BUILDING 5D2UCTURE. 1W DIA. ULTRACON BY 'ELCO' (FU-in KSI.Fy-155 Ksp I R INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 1-3/8" MIN. PENETRATION INTO WOOD v THRU 113Y BUCKS INTO CONIC. OR MASONRY J 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY I ¢� DIRECTLY INTO CONIC. OR MASONRY 3 a O 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY �M �M a W o J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURESvc 36 W STEEL UMINUM 2: 1/8" THK.MIN. FMIN. (60631 51NMIN.) U o o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ---------------- g #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) n INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) i I (NO SHIM SPACE) S f TYPICAL EDGE DISTANCE gg INTO CONCRETE AND MASONRY = 2-1/2" MIN. 01d TYPITYPICALPIANCHORS Vo WOOD STRUCTURE = 1" MIN. 78 2t FOR INTO INTO METAL STRUCTURE - 3/4' MIN. 73 CONCRETE AT NEW. SAL. OR JAMBS fa - 3000 PSI MN. © 3 0-90 HOLLOW/FILLEO BLOC(AT JAMBS fm — 2000 PSI MN c 12 • • • • � •• •g r • SEALANTS: 2 • • • • • • T • •FRAME CORNERS AND VENT CORNER SEAMS TO BE SEALED wt \ • • ••%ITH 'SCHNEE MOREHEAD 5504' SEALANT. 2 wx WEE HOLES w- ° ;' 'i. ,"••�T .i • ••• �3 1-1/2' X 1/4" WEEPHOLES AT 6" FROM � x " a "• •., I •, i • • • • SASH ENDS WITH PLASTIC BAFFLE. ' •�•• • • ..i' • • • Orate •ti e ' 4. a • • • • v • �. • • W� m 1' LONG WEEP NOTCH AT EACH END TYPICAL ANCHORS � �1 0-78 SEE SPAC • .w FOR SPACING �.� sheet 3 of 8 • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4-MAX. SHIM 1/4-SHIM TYPICAL ANCHORS a VENT 1410TH MAX SEE ELEV.FOR SPACING o D.L.O. 10 Z ,Y��E © 11, U 4., F FOR SPACING 0 OPTIONAL TO ICT7SPRING LATCHMETAL STRUREWOODa'-•-SCREEN OPT. -•-•-•-•-•- wow R sTRUCTu D.L. g EXTERIOR O WINDOW WIDTH a � XO LAYOUT Q OX OPPOSITE ,/4-MAX. p .n SHIM VENT WIDTH VENT WIDTH J " D.L.O. 10 10 D.L.O. 1/P MAX. OPTIONAL TO SHIMS VI a cep TYPCAL.SEE © 99 SWEEP LATCH O g FOR SPACING METAL $ $ STRUCTURE O - —SCREEN OPT. -.-•-•- '� ....... SCREEN OPT.-.-.-. w. 4 g 7 DL OPG. 7 gg EXTERIOR WOOD BUOXNS '8 WINDOW WIDTH XOX LAYOUT MIAMI-DADE COUNTY •• 1•• • •IYPIC0, •• APPROVED MULLION • • • MEN.FfR SPACING •�g< r-�t� .• • . . • . L gSEE SSEEPARA�� I i• • • • •.• • l i i t Er4{rt:JA T 3 FIA PE C•A..aauTosaz • I • qp .s ty5g wm�Wc - - .• Fladda g I�� • • • •• o � D drawing no. WINDOW WIOTH WINDOW WIDTH ehe•t 4.f 6 • • • • • • • • • • • •• •• • • • •• •• r---1.875- ITgN B PART No. @UANTrN DSBCRD'TION MATERIAL MANUP:/8UPPL=/RBMARKB =%,u • .500-�-y 1 YE-5= 1 FRAME HEAD 6083-T8 - .082 I I ..374 1 2 YE-5039 1 FRAME SILL 6093-T8 -Fo 1.9381.500 3 ® .500 3 YE-5MB 1 FRAME SILL INSERT 8083-T8 - 3 L1.38 -T 4 YE-69D2 AS REOb. VENT SIRE 6083-T8 - 11. 5 YE-6901 AS REO'D. FRAME JAMB(VENT SIDE) 6003-T8 e OO 6 YE-5031 AS REQD. FRAME JAMB(FOM SIDE) 6083-TB - d7 G) VENT TDP RAIL 21 REINF. BAR ,687 7 YE-5037 AS REQb. FRAME MEETING RAIL 8083-T8 - .312 082 8 YE-6904 AS REQb. VENT TOP RAIL 8083-T8 - .217 9 YE-6803 AS REQD. VENT BOTTOM RAR 8083-T8 V O FRAME HEAD 10 YE=6908 AS REOb. VENT INTERLOCK STILE 8063-T8 - 8 r 7.438 11 2/SASH ROLLER ASSY.SPACER(ACCEPTS 2 ROLLERS EACH) PLASTIC - Q Q .458 1.188 .938 1.644 12 YR-4004 AS REO-D. ULTRAFAB.187'x.250'FIN SEAL WEATHERSTRIP - TOP/80710M RAIL ANTERIOR) a8 QG 09O 885 13 YH-8008 AS RM D. UL7RAFA8.115'x.500'FIN SEAL WEATHERSTRIP - SMOM PAIL(EXTERIOR) o AV 14 YH-6007 AS REWD. ULTRAFAB.228'x.260'FIN SEAL WEATHERSTRIP - MEETINO RAIL/FRAME JAMB 16 YF-t AS REOD ASSEMBLY SCREW(#10 x 3/4'PH.SYS.) CAD PLATED Tj 2.082 2.582 O VENT BOTTOM RAR .149 15A YF-79 AS REO'0. ASSEMBLY SCREW ($10 x 1-1/2'PH.SMS.) CAD PLATED MTO.RAIL BOT.ONLYF e a z k 16 YF-14 2/LOS( SWEEP LOCK SCREW (g8 x 5/8'OH.SMS.) CAD PLATED - O 1.391 1.812 23 SRL RISER 17 YH-6018 1/SASH SWEEP LOCK CAST(ZAMAK) AT MIDSPAN OF SASH .062 .052 18 YH-8001/ASSY 2/SASH ROLLER ASSEMBLY(HWS�No.WHEEL&AXEL) - N-8001, 6002&8005) -- Q ,.437 19 YH-504 2/SASH LATCH LOCK PLASTIC AT 11-1/2'FROM TOP&BOTTOM o 1'878 20 YH-512 7/LATCH LATCH LOCK SPRING STEEL - d .iRIj" 21 - 2/VENT 1/2'x 1/2'x FULL LENGHT REINFORCEMENT BAR STEEL A-38 COLD FINISHED O FRAME SILL 22 YH-1810 2 WEEEP HOLE COVER RKRO PLASTIC INJECTION MDLDED U 1.187 23 - 1 SILL RISER 0083-TB 660 JAMB STILE �5=a .082 1.084 p a 338 A62 Z o SILL INSERT 1.897 V Mo .887 l Q ao m ,.587 O .781 1.281 A82 1.028 1.875 10 MEETING STILE o}y ,.929 062 2.087 O93I7 _T,� - 5 FRAME JAMB VENT 9� •• ••• • • • • • •w 128 • • • • • • • • • .687 t.187 • • •• • • w • • 0< OT FIXED MTG. STILE •• •v• •• • • • •• o .082 1.875 �r "L A I'mA^I70582 • ••• • • ww• ••• m 7(sgw491RIo � � � • • • w • 0 • • Orme ••w • • • • • • NUAb ,� • • • • • • • • • e drawing ra. 1.187 • • ••• • • • OB FRAME JAMB FIXED sheet 5 of 6 ••• • • • • ww• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 o 18 d!O r 0 J 81 VENT TOP/BOTTOM CORNERS FRAME TOP CORNER Q m g& Z�� $3 o � � a�W� 0 o` 18 •go 0 • • • • • • 8 90 E.9r. WAD CML FIA.PE70992 p IM do •:! ! ••• •:! •.• CA.N. 78 `�I�1�µ7L—Qg�vA Daft . FlXED MTC. RAdl CORNER • • ME IMM CORER • �,�' BY drawing no. �® W10-7$ sheet g-of gg • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d t MIAMI•QADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE CJA ' ` mi mi / era/ PGT Industries 1070 Technology Drive, , 4_ Nokomis,Fl.34275 _. SCOPE: This NOA is being issued under the applicable rules rdgu{ 'ons governing the use of construction materials.The documentation submitted hos ; ' r..,'I accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-750"Outswing Alumingm French Door w/Sidelites—L.M.I. APPROVAL DOCUMENT:Drawing No.8000-11,titled"Alum.French Door&Side Lites,Impact", sheets 1 through 12 of 12,dated 12/23/04,with revision E dated 10/12/1 l,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,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 Produc!Control Section. •••• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• •• ...... .... . ...... LABELING:Each unit shall bear a permanent label with the manufacturer's name oil Togo,ci�j►,state, model/series,and following statement: "Miami-Dade County Product Control App gvg0 ,unleV�4terwisq•••• . *0000* note herein. .... ••••• RENEWAL of this NOA shall be considered after a renewal application has bee8 flbd:Lnd tljfte}io beers•'••• no change in the applicable building code negatively affecting the performance ofthis iroduct.0• •' •"•" TERMINATION of this NOA will occur after the expiration date or if there has bee$d revision of change...% in the materials,use,and/or manufacture of the product Qr process.Misuse of this$40dk as an sn orsement-• of any product,for sales,advertising or any other purposes shall automatically terntinatethis NOft 4'Failure • to comply with any section of this NOA shall be cause for termination and removal of NOA. •... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-102810 and consists of this page 1 and evidence pages E-1,E-2,and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No 11-1013.24 taM IRCOUNTYM Expiration Date:February 24,2015 •.• Approval Date: November 24,2011 Ir Page 1 . r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11,titled"Alum. French Door& Side Lites,Impact", sheets 1 through 12 of 12, dated 12/23/04,with revision E dated 10/12/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test.reports on: 1)Air Infiltration Test, 2)Uniform Static Air Pressure Test, 3) Water Resistance Test, 4)Forced Entry Test,per SFBC 3603.2 (b) along with marked-up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold,glazed with 7/16"laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5941,dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA # 091028.10) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94, 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6, Forced Entry Test,Per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory, Inc., Test ReVor&No. . sees (Submitted under NOA #09-1028.10) sees:* 3. Test reports on: 1)Uniform Static Air Pressure Test,per FBC T'AS 2021.:• ; 2)Large Missile Impact Test per FBC,TAS 201;9# 3)Cyclic Wind Pressure Loading per FBC,TAS-203-94 .... :0000: 4)Forced Entry Test,per FBC 2411 3.2.1 ana-7*4 20290••e ••;•• along with marked-up drawings and installation diagram ofafdH�iilxm doArs.ofOXXX" configuration,prepared b Fenestration Test Laborato orfs*N P p Y g rY�Test Xe Q. .. FTL-4527,dated 02/10/05,signed and sealed by Edmundo Iltrgaespada:P.B. .sees . (Submitted under NOA #05-0419.03) . • sees.. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94" ' sees ' 2)Uniform Static Air Pressure Test,per FBC,TAS 202-44 0 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4528,dated 02/14/05,signed and sealed by Edm do Largae , P. E. (Submitted under NOA #05-0419.03) N16_u e I ere ,P.E. Product Contro x iner NOA No 114013.24 Expiration Date:February 24,2015 Approval Date: November 24,2011 E-1 t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTiNuED) 5. 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 aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4529,dated 02/14/05, signed and scaled by Edmundo Largaespada,P. E. (Submitted under NDA #05-0419.03) 6. 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 aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4530,dated 02/14/05,signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA #05-0419.03) 7. 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 aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4311,dated 09/01/04,signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA #05-0103.03) 8. Test reports on: 1)Uniform Static Air Pressure Test,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 aluminum outswmg 0000 French door,prepared by Fenestration Testing Laboratory,Tfst deports X10. ...... FTL-4312,dated 09/13/04,signed and sealed by Edmundo Lftaetpada;P.Z. •, 009.69 0 0000.. (Submitted under NOA #05-0103.03) •0 6; 6 • 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.... .... :••••: 2)Uniform Static Air Pressure Test,per FBC,•TAS 202-094••' ..•6 6 3)Water Resistance Test,per FBC,TAS 202-90•: .• . : •• ••' 4)Forced Entry Test,per FBC 2411 3.2.1 an '�I'AS 202-94•" along with marked-up drawings and installation diagram of atunfirMm outswing ...... French door,prepared by Fenestration Testing Laboratory,Tgst Reports14o0*" - • 0000.. FTL-4315,dated 09/13/04, signed and sealed by Edmundo LatYgaetpada,P.•E? • (Submitted under NOA #05-0103.03) "" pria Afk4el Perez,P.E. Prodct C trot Examiner A No 11-1013.24 Expiration Date: February 24,2015 Approval Date: November 24,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 10/01/09,prepared,signed and sealed by Robert L. Clark,P.E,updated to the FBC-2010 on 10/11/11,signed and sealed by A. Lynn Miller,P.E. 2. ' GIazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butaeite®PVB,Interlayer"dated 12/24/10,expiring on 12/11/11. 2. Notice of Acceptance No. 09-0223.05 issued to Solutia,Inc.for their"Saflex Multi- layer Glass Interlayer"dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia,Inc. for their"Saflex Composites Glass Interlayer with PET Core"dated 02/25/09,expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11,Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed&sealed by A.Lynn Miller,P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010,prepared by manufacturer,.dated 10/11/11,signed &sealed by A.Lynn Miller,P.E. 3. Statement_letter of"No financial interest",prepared by manufacturer,dated 10/11/11, 0000.. signed&sealed by A. Lynn Miller,P.E. : .0. *000:0 4. Letter of lab compliance,part of the above test reports. " ' *000:. 5. Proposal No. 08-1891 issued b BCCO dated January 26 20A9••'g ned 6 h • p Y ary � .�8 Y� � Chanda P.E. •••••• 0000 0000 0000 0000 0000. 0000.. 0.000 G. OTHER • 1. Notice of Acceptance No. 09-1028.10,issued to PGT Industries for their Series"FD- .•• 750"Outswing Aluminum French Door w/Sidelites—L.M.I.,•apprvved on al0/10••••:• and expiring on 02/24/15. 0000.•. . . 00 0 0000 Perez,P.E. ProdueSCXANo on1 Examiner 11-1013.24 Expiration Date:February 24,2015 Approval Date: November 24,2011 E-3 NOTES: OUTSWING IMPACT FRENCH DOORS)AND SIDE LITE(S) 1.GLAZING OPTIONS: A.7H8'LAMI CONSISTING OF(1)LITE OF 3/1W ANNEALED GLASS AND(1)LITE OF 3118°HEAT STRENGTHENED GLASS WITH AN.090 PV13 INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. B.7118'LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLOGMEEPSAFE MAXIMUM. C.71 1 CONSISTING OF(1)LITE OF 3/18'ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH AN.078 VANCEVA INTERLAYER D.718'LAMI CONSISTING OF(2)LITES OF 3/18'HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER E.74r LAMI I.G.CONSISTING OF(1)LITE OF 3/18'TEMPERED GLASS OUTSIDE,IM AIR SPACE AND(1)7118'LAMI GLASS ASSEMBLY INSIDE(3118'A,.090 PVB,3/18'HS). NOA DRAWING MAP TOPIC SHEET F.7/8'LAMI I.G.CONSISTING OF(1)LITE OF 3H8'TEMPERED GLASS OUTSIDE.114'AIR SPACE AND(1)711 8'LAMI GLASS ASSEMBLY INSIDE(311 8'HS..080 PVB,3/1('HS). GENERAL NOTES............1 CONFIGURATIONS..........1 G.718'LAMI I.G.CONSISTING OF(1)LITE OF 3H8'TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND(1)7118•LAM[GLASS ASSEMBLY INSIDE GLAZING DETAILS..........2 (3118'A,.078 VANCEVA,3116'HS). DESIGN PRESSURES......3 ELEVATIONS.................. 4 H.7/8'LAMI I.O.CONSISTING OF(1)LITE OF 3118'TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND(1)7118'LAMI GLASS ASSEMBLY INSIDE VERT.SEC170N8.........._.8 (3M8'HS+.078 VANCEVA.3/18'HS). NORM SECTIONS......_... 8 PARTS UST................. 7 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS_**'*' 8-9 ®.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130"Z ANCHORAGE.-......_......_.10-1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3.CONFIGURATIONS:2C,9,2K (�Off(XXIC p�(O Ql0(,O�.XXXX,Mg,29Z OR OXXO WHERE 2 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT 2LUWTS CAN BE EITHER TWO SINGLE,&DOORS OR A DOUBLE,XM7 DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE fA8WJCr n•vtWu FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE�( fLX AND w• ybee W16 tis 2 UNITS TO MAKE THE ABOVE CONFIGURATIONS, pM 4.ANCHORAGE:THE 331/30/a STRESS INCREASE HAS NOT BEEN USED 04 THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5.SHUTTERS ARE NOT REQUIRED. 8.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7.REFERENCES:TEST REPORTS:FT L-4311,FTL-4312,FTL-4318.FTL4827.FTL-4828.FTL-4=.FTL-4830,FTI.-4921 AND FTL-5941. ® ANSUAF&PA NDS-200$FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 • • •• • • • • • �� tVN Ml.00 ( • ••• • • ••• ••• - : ur no—IFI W= • t • • GENERAL NOTES AND DRAWING MAP uc oma o • • • •• •• 'm°raoeranro• _ �F••...... F,��. ,, , „ a FL Sam ALUM.FRENCH DOOR&SIDE LITES,IMPAqE LLS''IONAL� ewe •,a mei A LYMNMIu�� P.E. RK Lt. 41 jtvo Flsaar� Fvm 1 d 12 8000.11 FL KEA 58M ••• • • • • •s• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• 0 • 7/16"NOM. 7/10"NOM. 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 3/16^ANNEALED OR HEAT STRENGTHENED GLASS .090"DUPONT BUTACITE OR SAFLEXIKEEPSAFE 0 MAXIMUM PVB INTERLAYER 70'VANCEVA INTERLAYER 3116"HEAT STRENGTHENED GLASS 3/18'HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 � 109 90 107 107 1 6/8"GLASS 105 SW GLASS srrE BITE EXTERIOR INTERIOR EX RIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16"LAN GLASS W/PVB INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER NOM. 716'NOM. fsQmWr o Will"TEMPERED GLASS � _ tterla. 3/18'TEMPERED GLASS Apt SPA09 AIRSPACE 3/16"ANNEALED OR HEAT 3/18'ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 09V DUPONT BUTACITE OR SAFLEX/ 078 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 3118'HEAT STRENGTHENED GLASS 3/18'HEAT STRENGTHENED GLASS 109 95 OR 96 1 97 OR 98 108 90 108 90 105 W GLASS 105 5W GLASS 617E BITE e. • • • • • \YNN 41i, EXTERIOR • • •• • •r1EXTERIOR INTERIOR 1,�� i • r�::�AN ......e GL• ••IND••ESE'1�G MOCK AZG TA�L GLAZING DETAIL SETTING BLOCK 7/8"LAME I.G.GLASS W/PVB INTERLAYER 7/8"LAMI I.G. GLASS W/VANCEVA INTERLAYER = `: • ••• • • ••• ••• ;,o•, LV FX tOMEOC 8XE87' • • • • • �'A ' S GLAZING DETAILS ;C.�;'••.!nogpt tR o ro ro mgr ra ,�, ALUMF .FRENCH DOOR&SIDE LITES. ''�iSSIohlp&o me NOrcawe0R11YrI °"1°'�' b1e °°'� �� +� A.L1�fS�1�1ALLE�,P.E. 5K 19/19104 L.. 40M FD7Q0 2 s 12 1--.-W 0-11 E FL P.E.#60708 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Table 1.Maximum Design Pressures(ps> OVERHANG Helght(In) LENGTH Allowed OVERHANG Configuration Width(in) Glass HEIGHT Types 79 314"(65 83 314"(70) 67 314- 91 3W' 95 314"(8) X 37"(3°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 1 -m.0 +70.0 -80.0 +70.0 -80.0 A French C,G +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door 1.IF USING THE OPTIONAL.LOW-RISE SRL AE +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 (PART 10,SHEET 8 OF 121 THE 10( 71314"(6M OVERHANG HEIGHT MUST LE GREATER C,G +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM).IF NOT,THE MAXIMUM Full AE +70.0 -80.0 +70.0 -80.0 +70.0 X0.0 +70.0 -80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE IS 3611/16" LIMITED TO+80.0 PSF FOR ALL STYLES Jamb C,G +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES.(REF.FTL-MI) 3011/18" CA +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 400.0 +100.0 -100.0 Sldellts Narravv 3311/18" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb A,B,E,F +70.0 X10.0 +70.0 -80.0 +70.0 -80.0 +7 +70.0 �8f1.0 rp.e,n�ucr� vtarn 3811116" C,G +100.61 -100.0 +99.9 -�.9 +9$.3 -88.3 E4-80.0 -91.4 +87.9 -87.9 !." w� -DH +100.0 -100.0 +100 0 -100.0 +100.0 -100.0 100.0 +100,0 -100.0 All 15 Table 1 a:Glass Twe and Test Re rt Number - 16 1 1("A,.090 PVB,311WHS) -4311,4314 431 B-7118°LAMI(3/16"HS,.090 PVS,3/18"HS) UPGRADE FTL-4311,4312,4315 C-7118"LAMI(3118"A,.075 VANCEVA,3/1(FHS) FTL4527,4528,4629,4538 D-7/16"LAMI(3/18"HS,.075 VANCEVA,3118"HS) UPGRADE FTL-4527,4628,4528,4530 E.7/8"LAMI I.G.(3/18"7,1/4"AIR SPACE,3116-A,.090 PV6,3/18-HS) FTL-4311,4312,431 F-718"LAMI I.G.(3/18'7,1/49 AIR SPACE,3/18-HS,.090 PVS,3/1(-HS) UPGRADE FTL-4311,4312,4315 G-718"LAN I.G.(3/18"T,1/4-AIR SPACE,3/18"A,.075 VANCEVA,3118"HS) FTL-4527,4528,4529,4530 H-7/8"LAMI I.G.(3116"7,1/4"AIR SPAM,3/16"HS,.076 VANCEVA,3/16"HS) UPGRADE FTL-4527,4528,4529,4630 •• •i ••i o i i•i �• ``�.��NV LYNN•btu//i,,'' • • • • • • • • • �•l•;•�GENSF ••,4P •• ••• •• • • • •• *; No.68705 * it FA 01m 9 &WWTA6&1WA9M4fAW: STATE b • • • • e • • •AM famm • • tm• awoioorRamiff"aaive OR17tDESIGN PRESSURES '�O ' . �ioR+oP•''O=� • c Ho er••• . • • ALUM.FRENCH DOOR&SIDE LITES,IMPACT ��iSi'S/ONAL,'? ..+n.. A.LYINIOIIA UA,RE Xx 19AW$ LT. a sma fD780 NTS 3 a 12 8000.11 E FL P.E.#W706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �7313N8"MAX WIDTH 110 518'MAX.WIDTH 148 318'MAX.WIDTH H5314 MAH HEIGHT / ALL LLAtA,, LZA OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE 37' 3811h8' 3811118' MAX.WIDTH MAX WN71hi MAX.WIDTH '`{I 28'MAX. -�77 9f4•MAX WIDTH—�1 2V 33 3h8' I Mang"wrom DLO ALL js I I MAX.DLO UNITS A�wM ' rpW.r.er► t5 79118° ' ' ` MAX OLD 10 ALL 'LL •• •� ••i i i �•� ••yy `�♦``O�V LYNN AjjE(,t'�/,moi X ��•'''CEN3 '. 1 i NOTES: •• ••• •• .. O(FULL JAMB) O(NARROW JAMB) 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. *;' No.58705 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. = _ 3.FOR VERTICAL SECTIONS Sg%§HEET 5 00 FO jt HO NTAL 3EC•1 IONS SEE SHEET 8. Q `• ill W= • • • • • • • • •.ysm �1'•, STATE OF FX fOMZd7 ! AVS • • • • • o Z: • • • • • • • • • • feml loAxoorowve EXAMPLE ELEVATIONS :,rc� •. atoatoa.• G��. o +woNae • • • •• • a srm 3........ �� oy ,mar ••• • • • na rs� ALUM.FRENCH DOOR 8 SIDE LITES,IMPACT /.,,IONA�`,♦` ue ar .e o.raw as A.LYNI ALLVk P.E. A 11InN LT. a 1 iD7dS NTS 4 d 12 SOOd-11 E FL P.E.#58705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD 4 61 6 4 oR 7 23 8 5 ORIGINAL VERSION TOP RAIL 21 ® R�AIL ALTERNATE VERSION TOP C C MAX.OLO MAX.DLO a1C7'�uac•. wHt rte►tarty EXTERIOR INTERIOR EXTERIOR INTERIOR ""N• � S MAX MAX. HEIGHT HEIGHT g MNAL VERSION BOTTOM RAIL ® 56 ALTERNATE VERSION BOTIOMRAIL 6 2 5 1 10 ® 3 •• ••• • • 7 •• •i • i ® 3 OR 2 ✓� ``��ONY LYNN M/��i�'i VERTICAL SECTIOAI C..• VERTICAL SECTION D -� NARROW AND FULL OUTSWING SILL ' * No.58705 *-_ JAMB SIDE LITESI seer.e•.e `• SAO I\q lawft 0 Pite • •mau•maw v •is • •�.aw • • nom awawe VERTICAL.SECTIONS %•c� FIorHOP ��:: opo a No�uwme�hesm�r••• • • • PL 39M Aft ALUM.FRENCH DOOR&SIDE LRES.IMPACT - eru4ae •.ee mre •ryw AL Y�IIII�lb1I A P.E. FA 19/?M L.F. � • rvf6D J/2 8 • 1Z 800D1! E FLP.E.#58705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE a 53 52 ' 26 10 SEE NOTE 81 1 82 20 20 8 5 29 NOTE:ASSEMBLY K4kR=ARE OTY(3,1 V FROM TOP&BOTTOM AND ONE AT MIDSPAN DETAIL J 30 20 5 46 SLAB AT INTERKA 28 GLASS BED 1 83 27 MSUM WPM DETAIL DETAIL G STILES AT ASTRAGAL' DETAIL F ae. FULL JAMB SIDE LITE 8 82 81 SEE NOTE $ $2 81 SEE NOTE (AT HINGE JAMB) 5 5 1 20 1 20 1 1 8 80 30 7 7 27 30 80 27 29 83 • : : : •29. 83 •• j •• DETAIL E DETAIL 1 70 ,:BAR,N`E sE�kFR*' 1 DETAIL•H.•: •• •.• DETAIL K JAMB,FULL JAMB JAMB,NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB = w SIDE LITE JAMB SIDE LITE (AT HINGE AMB) NOT SHOWN ABOVE) FX tGnzoe s • • • • • • • • A OF Z • • . r . . . . . . ,•,• �, HORIZONTAL SECTION DETAILS ��oP; p� ui oas�e a &ter ori ,R • n xodEw•emmw••• • • • WXIN, ALUM.FRENCH DOOR$SIDE LITES,IMPACT �''�F`/SSIONP�� ' �+eb a.. A.LYN�MIMF�P.E. FJC 1220 LT. 4/M1d F0760 7n i 12 BDt�-11 E FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 RD750 D� M750 MLLJAMR SIDE LM REN D9f4iN D PGDI MN OWCOO DESCRWIWN P..M FHAMIOrPAM I 8006 FRAME-WA SIJL&JAMB am I 8066 FRAME-HFAD&MNM14MB 68006 4 8008 DWCAP 680M 2 BONA o1Jr8wmmsu 68M 08007 SCROW ODYM 68007 3 SILLCOVFR 680040 & 7 8009 DWAILKATE 680119 4 M BR1P P an 8 EA883BLY3(YtIsw 88 X Y PHWAD 791PQA S HBAO M WPATMERNW 20 1 80 1 12 SM W12 6 8007 SMWCDMiR 21 1 8014 hwitAiL 68014 7 MW WrAILKATB 68009 22 Z"AH 13 8 PRAMBAS�MID.YS�W 88X 1'PH 781 DD 16-18 36' 36 9 8BAL NUT?/t6•IB 7990NIJfA 10 Sill. 49M 37 Q637WNRM PAN®. 60DRIVBTEKSMtEW 7W3 lOLL JAMBWBA 61 TRiM 2D 68012 62 o 68@9 21 8014 WtFADW AOD am FWSO NARItOW JAMB SME LITE 22 BOU RA � 6W13 23 OD17 TDP SWEM 6817 1 8006 FRAME-NEW&34L 68006 24 ODIG RUMMWW 6816 4 OM OWCAP 25 —SWW8CWM#4XVrMPH 6 8001 SCRBWODVOt 68007 A &INACI7VE 68011 7 8009 11431' tLKA7E 68009 8 YMWW"X l'Pit 28 SMA R QM 69M 21 ON TOPRML WL4 29 VIO PLATE 68018 22 8013 DMTOM RAIL 680q 30 6W19A 31 W&I8X3B MtMA 3t 8031 wmmvipm 68007 36 !11618 A R B6ffixtw 37 =9 MMQM60378M wLVt�Y xi IM7TF 812x3!4' FID. 60 #IX3W MSOPMVIITEKSCMW 34 9 3S IYfIG bl 36` sI WrTMMFM 61 8028 81PUMMADMd 6� 70 018JAXD68010 36 11616 7NOMMA ASSEMBLV JQT 37 80 ITMMCIAW6037st g0 80.739 DOORAI .YBBAM 69M 39 ON M t4Bt+F Bt IOt4Xau2'PHst7d6W 39 SM IWMBLOM 400 12 MAENM 40 ABSVSCMM PMU.TRHD AX 81 812X1V2•TRHDTHCS(REP/ 4 T A M BM6 X66 43 SM 13gT6w1 tttXJ G BEAM&SIUCDNE 43 8071 BOlS' 48031 M B1A2'MO&SMO BMW 8-32XL8'98 FAMTR FID 7Wt1WM 90 ===MUMSBAIANT,DOW ODWAW M 9R NO OR BUMAUNT 41 TEATA W311043S1 91 7/16•t O41NAT1970L 40 16' 16' 46 OM IMT-M=KAT6ATAffMAGkUACffWMMWMMMW111"41 92 Vt6` TPDGIA 16' 3116' 47 T8 & X3(P93PHlLTKHD 7000M 93 AIGL6.&MMT5DOLA&S 16' VANM3/I@'IM 48 PIA UM)DESSCR W 6aX IPP M 76taPP77t 94 7/16'IAMWATMOLASS C YANCEEV Ll6• 49 WA MMKATEATHBkD&SILL 93 7/NLAMt1A 6'T LWSPA 3/t ANN 090 3/16' 10 838X1!2 FH 78SWAX 96 —7/YLAMIIA I6'T VeWA l6' 090 3116' St TENS I2 97 7/P[AM]I.Q 0114P T W SPACELYIC ANN,07$VANMVA,3116•FM $2 ONI ACrM SEf S/RA • • • • • • • 987/Y IAMF I.O. 16•T U4'SPA 3/16' 071 VAN6COV YI6'- t 1 i I 1 i 111 xi Tm sur •• • • • • IID 8072 BACK BEAD 680!2 ;��y LV • •.�tFR'�'i, M STA $f®.PA831Yi1DOSC R 81114 • los 802611 SLBAt2�AD 681t26A :ht,�:�`G�NSE '•.,•*�: ss Bo14A MIL Ged- ••e •• • • ABA14A 107 8023A 71W BEAD 68MA 16 8013A BM7WRAIL GBMT IIA 108 80M 7/8'IOBEAD 69024A `*' N6,55T06 37 3A6 x2VrlAGBMTS 7316LBWTX 109 1224 V041T.WWWSTP CK 6TP247 = • UJ • ••e • • ••• ••• �1 1011 :2Lu Z` P.K AYISOB /JFJtA AQDrtFBB• i • t t 40767ECtptGtO(4Y07BUB anA 1, 10 FLCOP..��0�� PARTS usr JA otvnls o 440 60WRA81Wl • • ••• • • r pJRg= ALUM.FRENCH DOOR$ SIDE LITEs IMPACT �''�FSSIONP`� p P.OS t689 •ere•e .ry i,.�au. A.LY{�I�JIId6�Lti,,F'.E. F.IL 111171.B4 LT. 418Po5 �� 4 FOM NA 7 12 j 800411 E FL RE.O 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —�•I 1.278 1�-- 082 .062 2.236 1.160 F- -4.027 0 -fol) 4.027 �3.838� --4 1.353 �-- 1.033 050 .311 T — { 1 JJJ D #8006 6063-T6 M003A 6063-T6 #8004C 6063-T5 ® L #8008 6063-T5 #8007 6063-T6 AND SIDELITE SILL FRAME,HEAD,JAMB O OUT-SWING SILL O OS SILL COVER O4 DRIP CAP O6 SCREW COVER .074 �3.018� � •� 2A00 T 1.940--�•� 6 I 563 060i TI----3.838-- 3.990 ---'i .060 9 6063-T6 056 6063-T6 017 6063-TB O7 INSSTOALL PLATE ® 10 OUT#SWNG LOW SILL 20 #8012STILE 23 STOP SWEEP A7S sdsds� 1.467 1 C72.24(0�j 8.260 1- �---4.434--�r 22 #8013 6063-T6 21 #8014 6063-T5 #8016 6063-T5 24 BOTTOM RAIL TOP RAIL BOTTOM SWEEP T 1 076 .075 r1.936 —'loo 1 aI 1.487 ,.,79 r' 6.260 ILt 4.4342.644-- 000 .. ••• • • • • • O $ml3A••8rg:tT� 55 #8014A 6063-T5 26 #8015 6063-T6 SYN BOTTOM RJIL,"BOLI jE�j4•• TOP RAIL,LAG BOLT DESIGN ASTRAGAL �4,. �cose00 go* ; * No 5g705 • ••• • • ••• ••• �,0'; H• *N�11 � FA mv�oe a tisr�� • • i i i i �� 1 aie�ae. gTpTfi 2: • • • . we TEC vs EXTRUSION PROFILES O . Fc oP.•a�`; rx o yrs acma�oa . •• NOND nsars �. F �..� ,R 8 o .on es ax�r' • • • • na ct� ALUM.FRENCH DOOR&SIDE LITES,IMPACT ''�iS,`UMIL AL P.E.are �twtoens R sf77I oe.e oe row. w.e A.LYNNMILL�kk.P. F U1/19fi0 LT. *W smeo 1 M 8 s 12 NOD-11 E FL P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 142 •-1.812—�{ .742 - .301 .075 mvo —r -2.260----j 353 ? 1.000 1.783-+4 T 2.438—►� .072�� 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A6063-T6 37 #8039 6063-T6 GEAR HINGE,JAMB GEAR HINGE,COVER HINGE,BACK-UP GEAR HINGE,DOOR TRUSS CLAMP 082 .125 325 .438 r , -r T25Y2---► ,26J t �3 #8028 6063-T5 #8056 6063-T4 #80338 6105-T5 Monger" awe 61 SL HEAD TRIM O SUBSILL,OPTIONAL #6010 6063-T6O ARROW SL JAMB O FD ASSY BEAM .045 1.1N .oao .� .750 .046 r--2.313. 985 L .046 1:;.818 iq— .442 +— ®#8022 29 6063-T5 BACBEADS 10 SLLBAC BEAD � 7 16A BEAD 5 �#8I.G. G B D T5 62 SLo AMB TR M .. ... • • •• • • • • • �� YNN �i ►c: No.68705 .x u+ A• srmer�ea • • • • EXTRUSION PROFILES ,�;•., • • • • • • • • • • f070TEtl8(d.0•YORNd i \.. JR •i47A• ASW •• • • • • •• MA'AM R 30M �' iii�S .m „mm o er r••• • • PQ ALUM FRENCH DOOR&SIDE LHES IMPACT •tAOKFL9M!7t err.Mft m+.Ar re A.LY4d11LL��t,P.E. FdL 1?AMW LT. 4 08 Fo7d0 1/2 9 s 12 8000-11 E FL REX 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12' IS t :, 1 3' 11° 11° 3'MIN. HEAD&SILL 11° 3'MIN. -HEAD&SILL 11" 7 �TYP. ANCHOR ®TYP. ANCHOR CLUSTER CLUSTER 10.571° (TYPICAL) (TYPICAL) 10.671' MAX MAX. JAMB � O C.® B O.C. IMAX ��RS ANCHORS � �® FHT. QTY. �• HT. QTY. HT. QTY. 963/4'-(5) O.C. 96314'-(S) 95314•-(5) O.C.HT. QTY. MAX ® ® 95 314•-(8) 81 3/4•-(6) 91314'-(S) 8314•-(6) (2)EQ. (3)EQ. 81 314'-(8) 87 314•-(B) 873/4•-(B) 877 314•-(b) SP.TYP. SP.TYP. 873/4'-(8) 83 314•-(7) 83 314'-(5) 83 314'-(7) 79314'-(6) 11. 79314'-(7) 11• 793/4•-(6) 11. ri 79314••(7) 11° DETA&A(CONCRETE) A DE- TAIL B(WAD ®DETAIL C(CONCRETE) SEE NOTE 6 A D AIL D(WOOD) ® (SINGLE PANEL) SINGLE PANEL) (2 OR MORE PANELS) � (2 OR MORE PANELS) ANCHOR TYPES: HOR TYPES: ANCHOR TYPES: of ENCIRCLED ANCHOR TYPES: 1 OR 2 2 OR 3 1 OR 2 ANCHOR 20113 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: fassubrom 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMSS. DETAILS C AND D 4� ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. =Mb*ffid 2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2-114"ELOO SS4 CRETE-FLEX 3-#12 STEEL SCREW(05) I& QO& 6 CONCRETE SUBSTRATE USE TYPE 1 AT 1 318"MIN.EMBEDMENT OR TYPE 2 AT 13/4"EMBEDMENT. 1 314"MIN.EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 318°MIN.EMBEDMENT. SINGLE PANEL CONFIGURATIONS:(DETAIL A.CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) HEAD AND SILL.....8°MAX.FROM FRAME CORNERS. JAMBS.....................ill MAX.FROM FRAME CORNERS,18-500'MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571"MAX O.C.WOOD SUBSTRATE(DETAIL% 4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C.CONCRETE SUBSTRATE) HEAD AND SILL......W MAX.FROM FRAME CORNERS,AND AT 3"AND 8"MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4� JAMBS....11•MAX.FROM FRAME CORNERS AND 18.600•MAX O.C. 5.TWO OR MORE PANEL Gt1" MT/1L 11 Vpp%tBSTRATE) HEAD AND SILL......(°Ze "434}I6 AT S 8°,9'AND 12•MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8) acEniaF •;Ep PLL%;Cw rx Cli&k REQUIRED ONLY ON PANEL WIDTHS OVER 27 314". JAMBS.....................11"MAX FROM FRAME CORNERS AND 10.571•MAX.O.C. = * No.58705 woo 060 FLK IN" B R51TlE PAt�FBN A�RAHSH sibs. • - °"� �Q'•,• STATE OF tt/: _ • • • wmhaavroovoa+vQ ANCHORAGE SPACING ' '�` . FtoalvP. '_�• mapJA • a eoawr«m Car r • • • `• •• >a smaYnT Ml ALUM.FRENCH DOOR&SIDE U ES IMPACT S/DNA1�. ••e IYD/GQSflB F1 JQf� •e a e"dae� A.LY LL P.E. RK 1Y/73�b0 LT. d/B�Ob FDTBo 114 10 a 12 881m 11 E FL P.E.#W705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A CONCRETE ANCHOR WOOD OR, 1/4"MAX WOOD ANCHOR, CONCRETE ANCHOR SEE NOTE 1 OPTIONAL ANCH (NOTE 1) IW MAX SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL 114'MAX GROUT, 84 SEE GROUT. BE 1/4r MAX NOTE 6 84 SEE NOTEb GROUT 9 u NOTE 51 SEE -1 NOTE 5 :;.,.;.,. :(`�, J. 3. KSI MIN-– EMBED. KSI 'qNCRETE"- SEE I ar 1 Taw .','-' r •t 'Co IC NOTE 1 2x WOOD, MIN. 2xWOOD. MIN SEE SEE NOTE 3 NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SURSILL TO WOOD) <�DEXTERIOR INTERIOR (ALL HEAD&SILL SECTIONS) 3.4 Kdliak'� EMBED. SEE A fammuftlowim CONCRETE NOTE M�'x 14 Ksf* SEE 1 3V MIN. A-o*oftmxo -- . CONCRETE; 9E ' zi;g* NOTE'l SEE NOTE 3 SHIM IxWOOD 2x WOODIS ---it SEE NOTE 3 w Li/4-MAX MAX SHIM 0' coSHIM CONCRETE ANCHOR SEE NO ®CONCRETE ANCHOR SEE NOTE 41 ®WOOD ANCHOR SEE NOTE"E2 TYPICAL DOOR&SIDE LITE HEAD NOTES: 1.MR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO 1/4'ULTRACONS OR Ile SS4 CRETE-FLEX. MIN.DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN.EMBEDMENT:1/4'ULTRACON-13/8",1!4'SS4 CRETE-FLEX-1 ag". 2. FOR WOOD APPLICATIONS USE 412 STEEL SCREWS(GS)OR ELCO 1/4"SS4 CRETE-FLEX-138•MIN.EMBEDMENT FOR EITHER. 3.WOOD SUCKS DEPICTED AS Ix ARE LESS THAN 1 112"THICK lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED As 2x ARE I im sHie*eR aRrATFA INSiTALLATIOLTO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JIMISDic-TIOPeAM 0 • 4.FOR ATTACHMENT TO ArWA:Tl-lrbvmx4 AM S;WNGTH OF 6083-78 AND A MIN.OF ifir THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SUE TO ENS PROVIDE FULL SUPPORT TO THE ODOR FRAME SIMIIIAWO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE A Al2 SMS WITH FULL ENGAGEME~o"A ALUV. IF AESLOCAltEft ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 58705 5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK.NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) MUST SUPPORTTHrbWgIRE LENGTH Of THE S&6&Aj -7::IK rmr•ce d • 4 — 160skloT GHTTOTHESUSSTRATE.ANDTRAN TRANSFER SHEAR LOAD TO SUBSTRATE. -0 0 ANAMNIVANQ•NMW• •a •a • • STATE Of 0 ANCHORAGE DETAILS ALUM.FRENCH DWR& ��S,IMPAC 1�27 P.E. Fic —u*m r 77 'tom 7-swo-ll E FL P.E.#68705 EXTERIOR INTERIOR E:> (ALL SILL SECTIONS) ANCHOR OPTIONAL OPTIONAL SEE NOTE 1, $Q CONCRETE SHEET 11 1N ® WOOD8EE NOTE R ® 1/4°MAX BEE N�O7 ® SEE NOTB 1 ANCHOR A t1 1/4*MA SHEET 11 GROUT, _._. 1/4°MAX BF T 1 _ 1/4°MAX. + �" ` SEE NOTE GROUT GROUT, SEE NOTE 8, 6,SHEET 11 J ® UT SEE NOTE SHEET 11 ' NOTE 6, 6,SHEET 11 SHEETII t SEE MOTH I. ' 34 §l MIN* ., ', + + ,. .!IAKSIM(N '' 13/8' 2x =— ° 2x D,_ ...,.,. :<q CONCRETE,.'' .i�,'iie .n CONCRETES :�NOTH 1, 13/8W� BHHHT 11 }- SH@ET 11 MIN SEE NOTE 3= MIN. SEE NOTE 3- >::' i•', t:;;'. ,: SHEET SHEET I TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) �ESEED A= CONCRETE CONCRETE NOTE 1, NOTE 1, A ANCHOR. A A ANCHOR, SHEET 11 HEFT 1 SEE NOTE 1, 1 a° SEE NOTE 2, INTERIOR i %,r.,, ® ,.�; ,� SHEET 11 MIN. SHEET 11 (ALL JAMSECTIONS) 3 '>`« CONCRETE ANCHOR ' I Hl EXTERIOR SEE NOTE 1, SHEET 113.4 K31 MIN.;:. CONCRETEOR 16 KSI 3.4 KSI MIN 4;.' :: MIN.CMUµ •,u CONCRETE 2x WOOD, ® 1x , SEE NOTE 3, WOOD SEE NOTE 3, *.'. SHEET 11 .1, ;', 1/4•MAX SHIM—� �- SHEET 1/4°MAX BRIM—� - 1/4•MAX SHIN—4 ••; ; ; ; ; TYPICAL DOOR&SIDE LITE JAMB LYNN �. ... * No.58705 • ••• • •• ••• ICK f67�1 .Al66UB.4Ai.iWN.T�tNOf• 6 •IFAS ° ��Q•••, STATE OF "SAMiL • mANCHORAGEDETAILSawn � oram ,�, „� a �� ALUM.FRENCH DOOR 8 SIDE LIMES,IMPACTa” amow IYWOM n SW4 a ft.9w o,t . o.rmle A.L4/&DB FVM 1/4 f2 12 BDOD•11 E FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • M=MOAD = MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26`h Street,Room 208 AFFAIRS(PERA) ' Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION �" (786)315 2590 IF(786)315-2599 NOTICE OF ACCEPTANCE NO' m www.ml d de. av PGT Industries,Inc. 3:" k 1070 Technology Drive + ;r North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami—Dade County PERA —Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW 220 Picture"Aluminum Fixed Window—N.I. APPROVAL DOCUMENT: Drawing No. MD—PW220-01 titled "Fixed Window Installation Guidelines",sheets 1 through 8 of 8, prepared by manufacturer,dated 04/01/11 with the latest revision"A" dated 10/19/11,prepared by PGT Industries,Inc.,signed.and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami—Dade County Product Control Aperove& unless.otAerrwise noted herein. • • . RENEWAL of this NOA shall be considered after a renewal application has been'K44 and there Vas been•0.0:0 no change in the applicable building code negatively affecting the performance of ails product. 0 ;••••; TERMINATION of this NOA will occur after the expiration date or if there has Wi j-revisia6 vhange;••••• 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 termitiatethis 1404olgailure.99..9 to comply with any section of this NOA shall be cause for termination and removatef SQA. • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, f ioriaa, ancr••0 followed by the expiration date may be displayed in advertising literature. If anj ja;t on of the XOA ii••••; displayed,then it shall be done in its entirety. s o% INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0509.02 and consists of this page 1, evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 11-1114.14 1AMI DADS C inI �4 Expiration Date: August 18,2016 Approval Date: February 16,2012 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 11-0509.02) 2. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets 1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision "A"dated 10/19/11,prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. 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) Forced Entry Test, Type "D" window, Grade 10, per FBC 2411. 3.2.1,TAS 202-94 and per ASTM F 588-07 Along with marked up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"482,dated 03/24/11,signed and scaled by Marlin D. Brinson,P. l:. (Submitted under NOA No. 11-0509.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by PGT Industries,inc., dated 05/03/11, signed, sealed and dated 08/05/11 by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0509.02) 2. Complies with ASTM E1300-04 00.000 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, avd..XeguI*ny 0000 .. i D0 Affajm:: (PERA) 0000.. 0000.. . 0000 0000 . E. MATERIAL CERTIFICATIONS "" "" 1. None. 0000. 0000.. F. STATEMENTS •••••• 0000.. 1. Statement letter of conformance and compliance with the F.0-2007 (with the 20M•.: supplement) and FBC-2010, dated 10/26/11, signed and sealed by Autlwny Lynn Miller,P. E. r Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.11-1114.14 Expiration Date: August 18,2016 Approval Date: February 16,2012 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Statement letter of no financial interest and independence, dated 10/26/11, signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of no financial interest,conformance and compliance with the FBG 2007, dated 04/24/08,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-0509.02) 5. Laboratory compliance letter for Test Report No. FTL-6482, issued by Fenestration Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0509.02) G. OTHERS 1. Notice of Acceptance No. 114509.02, issued to PGT Industries, Inc. for their Series "PW-220 Aluminum Fixed Window - Non-Impact", approved on 08/18/11 and expiring on 08/18/16. 0000•• • 0000•• • 0000•• • • • 0000•• 0000 0000 • • • 0 • • 0000 0000 •0000 0000•• • • •9••e• • • • • • •• •• •• •• 0000•• • •9•••• • • • 9 • 0 609.09 •0000• • • • •9.99• 9• • 0090C)�o • • � t Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.11-1114.14 Expiration Date: August 18,2016 Approval Date: February 16,2012 E-2 GENERAL NOTES:SERIES 220 NONIMPACT FIXED WINDOW er TIP-ro.Tla wmTrl 1)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60•BUCK WIDTH INCLUDING THE HIGH VELOCITY HURRICANE ZONE ff&n 88 8J18' SLP'BUCK WIDTH 2)SHUITERB ARE REQUIRED WHEN USED IN WINMORNE DEBRIS REGIONS, ir VISIBLE LIGHT WIDTH 68•!18• 3)FOR MASONRY APPLICATIONS IN MIAMFDADE COUNTY,USE ONLY MWA-0ADE COUNTY APPROVED MASONRY ANCHORS. IV, VISIBLE LIGHT WIDTH MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CRD CONCRETE MASONRY UNITE AND CONCRETE MAX' B MAX O.C. 4•MAX. WITH NIM.KSI PER ANCHOR TYPE,BEE TABLE 3.SHEET S 4)MASONRY ANCHOR MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 8.ALL WOOD BUCKS LESS THAN 14ir MM ARE TO A A d C BE CONSIDERED 1X INSTALLATIONS.IX WOOD SUCK ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCK DEPICTED AS 2X ARE 1.1Ar THICK OR GREATER 1X AND 2X BUCK(WHEN USM SMALL BE DESIGNED TO PROPERLY �, TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION ISTHE RESMeMn TY OF THE ENIOINEER OR — OF RECORD. / HER! off VMAX.O.C. 5)ANCHDR EMBEDMENT TO SASE MATERIASHALL SE BEYOND WALL DAMBMG OR STUCCO.US EMMRS CF SU:MCI@11 / 94 b/16' TEMPEREDGLASS LENGTH A8 SPECIFIED ON TABLE 3 d 4.SHEET 3 d 4.NARROW JOINT SEALANT R USED ON ALL FOURCOANERS OF THE FRAME 18•MAX. y�g� �— LIGHT VISIBLE INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALNGIFLASFIMO STRATEGY FOR WATER RESISTANCE OF i / LIGHT / HEIGHT INSTALLATION SHALL BE DONE BY OTHER AND 18 BEYOND THE SCOPE OF THEBE INSTRUCTION& L HEIGHT8T 1 or 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE WWRATE.USE SHM nTIPO J BUCK B'MAX 0.6., HEIGHT CAPABLE OF TRANSFERRING APPLIED LOADS,WOOD BUCK,BY OTHERS,MUSTBE SUFFICIENTLY ANCHORED TO RESIST LOADS HEIGHT ANNEAL IMPOSED ON THEM BY THE WINDOW. j 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GUM PERABTM E1800. PB.ER POSITIVE E1DESIGN LOADS BASED ONWATER TEST PRESSURE,STRUOTURALTEST PREBSURE FRAME ANALYSIS AND GLASS 8• B IP MAXD MAX N MAX O.Q.ANNEALED GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO REST TOM WINDLOADB CORRESPONDING TO THE REQUIRED B`MAX.O.C.,TEMPERED GLASS DESIGN PRESSURE.THE 331,3%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT.THE IS LOAD �TIONFACTOR WAS THE EVALUATIONANCHORS ITHGTDE��ON DISSWLA� �� THEREQUITS THE FLORIDA�GCCOANCE. TYP AGED FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION 9)REFERENCES:TEST IMPORTS FTLISIlftULTRWAMNOA:ELOOCREfEFLEXNOA;AWAFBPAN FOR WOOD (TESTED UNIT) (TESTED UNIT) CONSTRUCTION AND ADM-200$ALUMINUM DESIGN MANUAL GUIDE TO TABLES: 10)THE ZW SERIES FIXED WINDOW WAS FMMRLY KNOWN AS THE SOW BERMS(FLANGE FRAME)OR 6001 SERIES(FM FRAME). WINDOW GLASS DP O.C. GUIDE TO SHEETS SHAPE TYPE TABLE TABLE SQUARE OR GENERAL NOTES,....._............I SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE N A BLOCK RECTANGULAR ANNEALED 1 8 ELEVATIONS...»......»...»........1 ARID OBTAINING DESIGN PRE8811RE8 FOR THAT BLOCK 8M PROM 1HETABIUB3 ON BHEETZ GLAZING DETAILS...._..............2 SQUARE OR DESItGN1 PRESSURES»........r».2 RECTANGULAR TEMPERED 2 8 INSTALLATION,FLANGE_......3 WIDTH—rl {— WIDTH--I WIDTH+{ WIDTH _ INSTALLATION,NIEtGAN.FLU_4 T T T r T ARCH ANNEALED 7 7 ANCHOR SPACING,AN............B ANCHOR SPACING,TEMP 8 �j ANCHOR SPACING,SHAPES-7 Mu $ r �' SHAPE TEIUPERED 2 8 CORNIERABS EMBLY_............_9 = x II x EXTRUSION PROFILEB.....»»_»_S LJ 1PARTS LIST.........»....................8 DESIGN PRESSURE RATING IMPACT RATING F—WIDTH WIDTH-y VARIES, NOTRATEDFOR Tom— WIDTH--►I T F�WIDTH—�I TF- � SEE BHEET2 IMPACTRESISTAN CE iRTOD1JCPRBVISBD ampl+� • • •I •� • • •• 11111 Flamm �� i • ••�� • • .`�.�ON.(LYNN M/<<lc i��. /AwJtsQ Byt Qabs A 2010 FNo •• • • • `` ��;•'�CENSg'•, P �i J.J. 10!19/11 BC UPDATE •• ••• •• • • • •• k sg iamH --•I WIDTH 1-- 7•---I WIDTH I N..58705 i ;•a'• • 14 w, GENERAL NOTES&ELEVATION ROSOWSKI x ham-WIDTH�I{.• • • ••• ••• t <LTA F ` x x 6i • x �+IU=FI��I : '��T�,•;Fl oaI'D-' �(9�: 1070LOGY FL 2 9Ws 1 Po eox 75 1Bz9 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 1 L i• S'IONAL NOKONI�.FL 34274 OVnrhip Na Rer i AL S P. CERT.of AM#2926 PW-220 NTS 1 OF 8 MD-PW220-01 A . . . • . . . . . . . .. •. . . . •. •. ... . . . ... . . TABLE 1: Design Pressure(pef)for a0 Frame Types Glass:3MS"or 1W Annealed Glass.Monolithic or hlaulated Frame:AD Frame Shapes L01g8M0(In)a 63688 tib' 87 60 1 62 66 68 72 1 78 8D M 90 88 102 110 120 130 144 148 NOTE PRODULTRBV186D 1)TIP-TO-TIPDIMENSIONS FOR �� 0°�"O 1 ♦. +- + 899 +h + ♦ FLANGE WINDOWS SHOWN.FOR FIN 4 A. 20 H-71.3 +1 M♦ H- 6 +1 WY♦ 89,8 +/•87.4 H•67.0 H- H•68.8 +h 6&3 H- 8 ♦ 04.3 +1-63.8 H- +h�. ♦h 4 WINDOWS OR SLICK DIMENSONS, a 1 a Da H-8&4 +/-88.8 H. 4 H•848 H• .1 +h 83. ♦- H• H-&0.7 .1 - 8 1 ♦1.86. H. +1-W SUBTRACT1". 41- +/• 1.9--/TIT H•80.5 ♦- 0 H- -4r-K7 +1.88.0 87.8 H-86.8-+/-OR •81.8 H•64.1 .627 26 +- ♦l-88.8 V-9-1+ 8& H- S N-6& ♦h 8&2 +1• 4 S +/-60.9 +_ H-46.4 -4.6 H• + P OG 1 ♦1- ♦- .8 +1.60.1 +1 S ♦1-61.8 8 ♦1.47.8 +1-4&8 4- 4 ;-43.2 ♦/-41,8 H•448 ♦- 9 30 H- 7 +-632 +J• S +1.61.8 8 .8 4-4& ;-42 8 7 +1-1,8 +-3&9-;7-3&8 4/. .1 '-3&8 32 -81.7 +/-81.2 -1-WA -1-49.6 0-411.7 +1-4&9 +1-42.8 H•40A ♦h .2 +1-37. H- 41 H-33.2 34 41-8&0 H-49.4 H-4&841-47.6 0-47.0 ♦-44.8 H-41.8 ♦h 3 +/-37.7 H•349 8 d 36 +- 47.8 H• +-4&1 .4&4'-- ;•442 38 +.47.346.7 ♦ 46. +1.44.7 ;-.44.0 4. 4- 4 H•3&8 G &� 10 - H-4&9 44.7 H-43.8 -428 + 41.8 4f 4M.8 +1- ^ 42 ♦ 48.4 ♦ 44.7 - -*TM _4. +1-49.614f.4MOI TABLE DIMENSIONS MAY BE+1-44.70-44.0 H30 +/•414 H- H-39 z 48 +1-44.2 •434 4.429 ;-4&6 41-40.1 ORIENTED VERTICALLY OR J 40 +1-437 4 429 W-419 +r•40.3 HORIaDNTALLYASSHOWN. W 6 80 I♦1.43 ♦-428 H•41.3 LONG W 0 i 09 ♦1-43.3 W-4Zaj SIDE 5a *1-41 LONG SIDE } (' TAM52: I- Q q0 Cosign Pressure(peytor a0 Frame Types Glass:3M8"or1/4"Tarop•red Glass,SlonoDBrlo or sreukted Frame:All Frame Shapes � j LU 0 F= LL Ldlg Bme Bn}.i 7&e94 77 90 ea 84 e7 96 62 to e0 102 106 110 116 120 10 130 137 144 148 y -I S8OR �r g N as + ♦ 88.0 B +1- ♦- +I- +_ 6 4 .0 +. +h 77.1 + 4 + 7&e ♦h +/•4. ♦ 7. H- . J- "1 I� 40 ♦1.84.0 4.83.6 ;•R2 ♦1-81.8 ♦1• H-80.3 4- ♦1- 1 7& 41-774 41-77.0 ;- +h 7&e +1-74.0141-74.2 +h T&7 +1-73.1 ♦h 4 +1-71.0 42 -81. 81,0 • 7&6 *1-M2 H•7&6 -1-77.7 N-78,0 r1-7& J&1 ♦ 749 t-7 • 738 H•729 ♦-721 71. 4--70.8 4 .3 ♦ 6&8 (n (n 44 r1- 78.7 +/-77A ♦ 7&6 7&2 ♦L H-74,4 7S0 +h 0 72.8 71. H-71.0 41-70.8 +h 89.6 +1-6&e W.R&8 +1-67.7 y� 48 +h 77.2 +h 747 +/-Wb-;-749 4.1 +1-73.1 729 +1-71.7 41- +1-701 H•8a6 +1-88.7 +-R&0 ;. 41-88.8 +T S&9 LONG BIDE --� � t•- � Z g 48 4- 4 .0 '-73. +1-720 ♦-722 ♦1-71$ '• 4-89.8 +h 8&1 '-87.4 +h 8 +Ta&0 H-6&2 +7-64A ` y y Oaij 8D ♦, a +1-7&8 + 72.0 + 71$ ♦ 70.8 +1-80. ♦h 88.8 '•M,0 + 8R.0 ♦ RR$ ♦ 84.8 ♦ 84.1 ♦ 632 3^ 62 H• 4 77.0 H-Q6 N788.7 ♦ R&0 ♦}e7.R -R&8 ♦}6e,3 8 ♦ e4b 4•830 ♦ 8&1 63.8 SHOO' 64 H41.1 4 70.6 41- 4/-88.3 0. +1- ♦1-M. +1. 3 0-81.6 N H-7&41 +Pft-4 4-68.0 ♦ 87.1 H.e& ♦h 8&2 ♦h 642 + &1.8 +h�.4 +h 819 '-SaB SIS SIDEQ a z O 88 H- -8&4 +P Me -1-010 +Pea$ H-0&0 .-823 H•61.1 eo2 Y i z 40 +1-6& 87 - .8 ..Rao -1-W.2-77 83.0 . .9 ♦1-81.a +h m aY 62 O +/-67. -818 +h N-80.2 +h 9 +h62A ♦he0.2 ' � 94 41-8&08&2 H-M. 41-6&4 +1- H- 2 ♦h . {� 88 9 R&R ♦ e3b N•62 ♦-81.8 + 4 "7 LL +1- --JZ Gas OL2 4 + R1.1 SHORT 74 41- a M.e ♦- s '81.7 SIDE n ♦h +- a +h 74 • 68.3 7&881 e&a gg 9M8.OR1/4•ANNEALED (s)3H8'OR1/4•ANNEALED 3/4'NOM.GL.A888TACK ---.{I 3PIV OR lJW ANNEALED OR TEMPERED GLASS 10 OR TEMPERED GLASS I OR TEMPERED GLASS 1� 10 r 1-47 70 �2 8 8 8 3 3 3 1 2 : 1•• ••: • •2 •• : ••' GSITE SITE 1 2 43LA88 %01111111"11 I I a3" Ul GLASS WE • •• • • • • • �� ,• t�� ' • • •••• ••• • • •• 18 4 18 10 •• ••• • • Q= 1"I.G.GLAZING = :W 'z= z 41 MONOLITHIC GLAZING DgAL •;• ••• ••• •:• • •DETAIL FLANGE OR 3/4"I.G.GLAZING DETAIL =' ' v FLANGE OR INTEGRAL FIN FRAM 0. • •INTEGRAL FIN FRAME FLANGE OR INTEGRAL FIN FRAME •.,., • F�y� a n (FLANGE FRAME SHOWN) : :• 0 0•a • 0 fINTGRAL FIN FRAME SHOWN) (FLANGE FRAME SHOWN) �''� * o``�� !n IIn1� . . . • • • . • . . . .. .. . . . .. .. ... . • . .•. . . INSTALLATION DETAILS FOR FLANGE FRAMES ax vv000sucKaTRw, SEE NOTE$THIS SHEET EDGE DISTANCE TYP.ANCHOR TYPE,EMBEDMENT EMBEDMENT 1/4•MAX TOTAL ANCHOR a•'• e• CONCRETEfCMU PER 2X WOOD BUCiKSTHSP AND EDGE DISTANCE PERSHIM CANTILEVER AW .'' ANCHOR OR FRAMING,SEE SUBSTRATE,SEE TABLE 3.THIS SHEET T 1 REQUIREMENT NOTE 2.THIS SHEET INSTALLATION �tRI, EDGE tr D DISTANCE OPTION A EMBEDMENT • ; INSTALLATION CONCRETE/CMU PER TYP.ANCHOR TYPE EMBEDMENT ANCHOR U r ,,:'' AND EDGE DISTANCE PER ANCHOR REQUIREMENT r SUBSTRATE,SEE TABLE 3,THIS SHEET THROUGH THE — a'• FRAME TW.ANCHOR TYPE, f d 1/4•MAX EMBEDMENTAND EDGE _ 1 SHIM 618TANt3?PERSUBS1RI17E INSTALLATION SEE TABLE 3.THIS SHEET •'," EDGE OPTION C 10 c INSTALLATION •a ; DISTANt ANCHOR INTOP STALLATION 18 OPTION C EXTERIOR VISIBLE LIGHT WIDTH a WINDOW BUCK WIDTH-1.11(10• 3 a THE BEADING INSTALLATION I l WINDOW BUCK WIDTH ANCHORONTOPOF V TIP-TO-TIP WINDOW WIDTHWINDOW EMBEDMENT 17 THE BEADING Buck HORIZONTAL SECTION A-A HEIGHT --+ r-- 1f4•MAX.SHIM TIP-TO-TIP 8'12 STEEL WDIDOW SELF-DRILLING VISIBLE 18 SMS(Glp,SEE TABLE 3: LIGHT TABLE 3,THIS Anehm Andw SubefreM Min.Edge Min. HEIGHT= SHEET G—P Dhumos Embedmerd WINDOW A 1/4'41083 Concrete(WrL 3.381mp 1° 1 eucK HEIGHT- INSTALLATION 1s CFSWFmx Urymuted CMU,gum C-0) 1• 1-1/4• 1411ir METHOD E 1/4•deal Utlrecan Urlgroated CtdU,(ASTM C." 1• 1-1/4° g INSTALLATION -- P.T.Sa fiwm Piro(SG-.SQ BHB° 1-w ANCHOR 0 812 Steel Screw Alumlmml,0089 TO min. 3/8• 1/8° 11 UNDERNEATH SW Stud,Or.33 min 3V8° O.MW(20 Ga) INSTALLATION THE BPAmNG A38 areal 3W I/8° OPTION B 1/4°MAX SHIM MIAMI-DARE APPROVED MILLION 114'41088 P.T.So>nhem Pine(8G=8$) 1° 13+8° INSTALLATION (BEE SEPERATE NCA).ALUMINUM. EXTERIOR ANCHOR STEEL FRAMING OR arm STUD. Cf CMWFlmt Urlgmlded CMU,(ASTM C-SM 2-117 1441 UNDERNEATH SEE SUBSTRATE PROPERTIES, P.T.Sou" m Pine(SG-.Sam 1° 1-w �� TABLE%THIS SHEET L4°Stee1 Uihacon THE HEADING * 2X WOOD B,THIS SiP, Cmcrae(min 2.7 kap 1° 1318" T I SEE NOTE THIS SHEET . CONCCRETE PER EMBEDMENT ',•a` :. ANCH ,•+., �- :'i.., REQUIREMENT tlt0)RJCfRBVfSBD •• •. :.• � �•••� • • • •• 111111/ awU110ta lrlmtde EDGE • • i i i `�t��'�sHNH; % H Mrm DISTANCE AND E Mq � No T � '' 10/19/11 AOsuA- j J.J. SHEET NOTES VERTICAL SECTION&$ ... .. . . .. 4;.' Ardmad H. calm Ravwm MIFW Dago rc n 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE Z*, Ne,$8705 DISTANCE LUIS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. _ fkarn 2)HWSONRY ANCHORS MAY HE USED INTO WOOD AS PER TABLE&THIS 69 ALL WOAD BUCtg LESS THMl{N *r VjW - o..awo, ui FLANGE FRAME INSTALLATION DETAILS J ROSOWSKIARETOBECONSIDEREDIXINSTALLATIONS.1XWOODSUCKSAREOPTIONALIFUMTt%0WAL6EDORECTLYgo8UMRATF- %f) '�. PROD11UC1RANSICIEDAS 2X NTOT ESTRIJHURE.CK WOOD VOWDNEDTO '.o,X. •.FLOK:`aP �tj; 1GLm IM FL a MW FIXED WINQOW INSTALLATION GUIDELINES 4/01/19 PROPERLY TRANSFER LOADS TO THE STRtHCTURE WOOD BUC(EE51dMl ANb tNSALLMAIlDN O�TFMBI6LRY OP THE i • •• ••• ••• •• •• � 11•��•: .NOK�Oid'14,�FLt�4 8a•tm EBmwAp Ne. Ran ENGNEERORARCHITECTOFRECORD. i, S/CNA 3)VISIBLE LMT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYUG)fTOPENNG)ISMEASURED FROM BEADING TO BEADING. aLYNN RPE C . ,�� PW m NTS 3 OF 8 M Q-PW22O-01 q ... . . . • ... • • • . . . . . . . . . . .. •• . • . •• .. ... . . . ... . • INSTALLATION DETAILS FOR FIN FRAMES EDGE SEDGE DISTANCE DISTANCE EDGE EDGE DISTANCE {.--. 114'MAX SHIM 114•MAX SHIM —►I DISTANCE SEE NOTE 2,8UB8TRARE-APPROPRIA 2X WOOD SUBSTRATE OR PRPRIATE I I D 2X WOOD SUCKSTRIP OR FRAMING, HORIZONTAL SECTION C-C SEE NOTE 2,THIS SHEET TYP.ANCHORTYPE, EMBEDMENT EMBmMIENT AID EDGE ��JJ�.. 2X WOOD BUGKSTRIP OR DISTANCE PER SUB8TR11TE EDGE FRAMING DISTANCE .THIS SHEET SEE TABLE 4,T}B8 MEET2 E INSTALLATION 10 17 to T INSTALLATIONOPT a DISTANCE OPTION D EDGEEMBEDMIENT d&PALLAnON NSTALLAnON jam EMBEDMENT ANCHOR THEE) ANCHOR(SCREW) THROUGH THE FW THROUGH THE FIN LL� 2 IW MAX SHIM TYP.ANCHOR TYPE, 10 TYP.ANCHCRTYPE, 3 EMBEDMENT AND EDGE EMIBEDI ENT AND EDGE DISTANCE PER SUBSTRATE; 8 DISTANCE PER SUBSTIIATE, EXTERIOR SEE TABLE 4.THIS SHEET SEE TABLE 4,THIS OHM 'v' VISIBLE LIGHT WIDTH-WINDOW BUCK WIDTH-1-11118' WINDOW 17 WINDOW BUCK WIDTH BUCK HEIGHT 2 WITH FINS REMOVED VISIBLE 19 114•MAX.SHIM LIGHT a10STEEt MULLION SECTION HEIGHT• SELF4MRILLING MU1MI-DARE APPROVED MULLION, 18 WINDOW SM(em (SEE BEPEPATE NOAJ,MAY BE BUCK VERTCALORHORIEWAL MAX EXTERIORHEIGHT. IWSHINSEESUBBTRATE n_ 1-11118' PROPERTIES,TABLE 4,THIS SHEET. V 8 11 �I,I 18 1/4•MAX vv TABLE 4: Min.Edp► Nft ...111 ALUMINUM FRAMONGORSTQL SHIM Moot 8uhetrete Chbnw Embedment STUD.80 SUBSTRATE PROPERTIES, x. 18 EDGE TABLE 4.THIS SHEET. 2.1/7 x.1311 Cwmnon NslDISTANCE P.T.9aEAem PAre(80'.1i6) 9!B' 2.7/78" TYP.ANCHORTYPE, 2.12'x.148'RD@ft Neo P.T.8oidlmm Pbm(80•.M 3B" 2.7M8` EMBEDMENT AND P.T.9outlmm Firm n. F 1318• DISTANCE PER SUBSTRATE EDGE DISTANCE •10 Steel EMS AhimNun.8093.75 min. w 119' 80 TABLE 4,THIS SHEET Steel%Gc 331nk 3A° 0.0348'(?p Ge) EMBEDMENT A393l�1 318° 9/8- PRODUCTRUVISED IX WOOD INSTALLATION SEE NOOTTEZT IS rte •• ••• • • • • • •• ® whh du F OPTION E • i ••i i i i i ``�`Ny LYNN ly/ ,,,�, w�,.d er oats: A NO r INSTALLATION VERTICAL SECTION DEQ •• • • • • ••• • `o•, �. R', HANl3E THIS 6 ANCHOA(N/dL) • • • • • • • • • a?:��ceNs� J.J. 10/18/11 SHEET THROUGH THE FIN •• ••• •• • • • •• �: g8T05 * ReNmd BY•' Rw4atom L'mdnct *; No. LU • ••. . ••• ••. ;,p•:a' r•l II 'w, FIN FRAME INSTALLATION DETAILS J ROSOWSKI NOTESi•• i • i i i I.A exx E P '(�2.` 1070 TECHNOum DRIVE Ulla 1)USE ONLY SUBBTRATE-APPROPRIATE ANCHORS LISTED ON TABBE 4 EF THIS SHEET.FOMAW IIMBIDMINT AIS EDGE• 'OA\, '•,FLOR��.•' N,VENICE,FL 34276 DBTANCELIMITB.ANTIN9TAuanONOFmoN9HOWNMAYBEumon•ANY OFTHCv�Doev • •• •• '•,;cSS�DNPL � P.a Box 1529 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 • • • • AL1 Ili'nIdl�P.E. NOKOMIS;FL 34274 �, same Ren 2)VIABLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO A8 DAYLroHr OPENING)B MEASURER)FROM BEADING TO BEADING, REii MM CERT.OF AUIH.X28298 PW-220 NTS 4 OF 8 MD-PW220-01 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE B: Maximum Anchor Spacing Atlawed,(in) Glass:3M(r or IN'Annealed Glass,Monolithic or Insulated Frame:Square or Rectangular 0 t RWvLSBDmwprt am 1401film BuIldtaw�3`ede a 1 l Lang aide(In)a asst 63 67 efl sz ee ea 72 78 eo &a eo 96 1022 110 120 130 144 148 4�� Arretmrtiroupq A BC A aC A C A C A,B&C AB&C AB&C AB&C AB&C AB&C AB&C AB&C AB&C AB&C A,B&C AS&C AS&C A,B&C A,B&C ' Ptedoa 19 Short SWO 18 18 18 18 18 18 18 18 18 18 18 10 18 18 18 78 78 16 18 18 18 18 18 Lang Side 18 is 18 18 18 18 18 78 18 18 18 16 18 18 18 18 18 18 18 78 18 16 18 20 Short Shte 18 18 18 18 16 18 18 16 18 18 18 18 18 18 18 18 18 18 18 18 16 18 Long Sbe 18 16 18 18 18 1S 18 18 18 18 18 18 1s 18 18 I8 18 18 18 78 18 18 Q Short 8IM 18 18 18 18 18 18 18 18 18 18 18 18 18 18 1S 18 18 18 18 18 18 3 r Lang Side 18 18 98 18 18 18 18 18 18 18 18 18 18 18 18 18 78 18 18 78 16 U ,pl, 24 Short Slde 18 18 18 18 18 18 18 78 18 18 18 18 18 18 18 18 78 18 18 18 V) Z Long Sloe 18 18 16 18 18 16 18 18 16 18 18 18 16 18 18 18 78 16 18 18 W 28 Short 8w 18 18 18 16 /8 18 18 18 1S 18 16 18 16 18 18 18 18 18 16 Log Side 16 18 18 18 16 18 18 78 18 18 18 16 16 18 18 % 16 18 18 1 28 Shot Side 18 18 16 16 18 18 16 18 16 18 18 18 16 16 18 18 16 16 � Long Std• 16 16 16 18 16 1S 18 1S 18 16 16 I 18 18 18 16 1B 18 V) 30 Shoo Side 18 16 16 18 18 18 18 16 18 18 19 18 18 18 18 18 78 00 Long Side 18 18 16 16 16 18 78 18 18 16 18 18 18 18 16 18 18 F O Short Slde 18 18 18 18 78 18 18 76 18 18 18 18 18 18 18 18 Z Lag 8Me 161 161 98 18 18 18 1818 18 18 18 18 18 18 16 18 aZ 34 Short Side 161 101 18 16 18 16 16 18 1S 18 18 18 18 78 18 Lag Side 18 181 18 lei 18 18 18 101 18 1 16 18 78 18 18 18 Z 36 Short Skis 16 18 18 16 18 16 18 78 18 16 18 18 18 18 Lag Skis 18 16 16 18 18 18 18 18 1e 18 16 18 18 18 Q fQ�1 38 Shot Bids 18 18 16 18 161 18 18 18 18 18 18 18 18 O Lag Side 18 18 18 16 18 78 16 18 1S 18 18 18 18 C u Z LQ 40short3We 18 18 18 18 78 18 18 18 98 18 18 76 � tVV two 81d8 16 18 18 78 78 18 18 18 1B 18 18 18 42 Shan Side 18 18 16 18 18 161 18 16 16 18 18 y� V Side 13.9 18 18 –16- 1S 18 18 16 18 18 1844 Z Ids 16 18 78 16 18 18 18 18 18 18 q Side 16.4 /8 1& 18 18 18 16 10 1 16 46 Stde 18 16 18 18 16 ISMS" 18 16 LOW Side 4.8 18 132 18 78.8 18 98 18 465111011SI 18 18 1 8 1 18 Lans sub 14.4 IT 14.7 18 13.1 18 78.8 1 so atintelve 18 18 1S 18 1 18 1 16 S 13.9 16 142 18 14.8 18 62 short Side 13.6 18 16 16 S 13.4 18 13.7 18 g114, 33.7 Stde 182 6 b d TiTS—M-9182 r 16 USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THALARE .. . • • • �� 1 • • •• • •T DI SIONS MAY BE GLAZED WITH ANNEALED GLASS. • • • • • • ORIEpITED ViRTICALLY OR �• *.............. 1' •• ••• •• • HORBIOMALY A8 SHOW. 40 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT LONG DIMENSION SHOWN ON THE TABLE SIDE _�:w ao O:Q- 3)FORARCHITECTURAL SHAPE WINDOWS,USE THE TABLES ON W!ET 7.••• • • �— LONG SIDE = :z is 4)THE WINDOW WIDTH AND HEIGHT MAYBE REVERSED TO OBTAN*MORE• • • • • • Yy� V .:.�y� i ACCURATE RESULT FROM THE TABLE(SEE FIGURE,INS SHEET),• • • • • • • • O,y•. <(/ 88)11CK DI 41P DIMENSIONS I N NSIO��CT FLANGE WINDOWS SHOWN.PM FIN VIMDOA OR ••• •+ • • SIt SHORT IDE 11111110%%` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE& Maximum Anchor Spacing Aiowed,On) Glass:8H8•or 1/4•Tempered Glas•,Monc&htc or hnmlated Frame:Square or Rectangular FRODUCT REVISED Lag eke 4 75. 1 77 so I82 81 eo 82 M0100 4 %n> tWli eMd Blw'1{lu A B C A B 1 0 A B C A B C A B C A B C A 8 A B A B A Aa•) 1�N0 as skis 1 .6 1& a0 1 1 1. .9 .0 0 1. d0 160 )t Laq &1 13.8 18.0 9.1 to 10.0 &2 14.1 140 fl9 142 10.0 8.4 M9 18.0 &6 1.4 10.0 0.8 14.8 10. 8. 14.7 U.0 14.8 10.0 &9 149 Ito 4i0� 40 Eke 103 I8. .0 10.4 16.0 1& 10.1 140 MO 1&? 160 Its 10.8 IBA 10.0 10.9 Its Ito 11.0 MO Ito 11.1 140 it0 11.3 MO Its 11.4 1 1&0 Blde 0.0 19.7 16.0 9. 168 ta0 93 1&9 Its 93 14.1 160 &3 M2 1t0 9.4 14,3 Its t6 14.6 10.0 0.B 14.0 Its &7 MT MO t6 M0 do aatetat 42 OWS a 10.0 16.0 1" 141 Ito 1t0 1063 It0 1a0 t&4 10 140 ?ab MO 18.0 ?0.8 60 1&0 10.7 140 1&0 t0A 140 1a0 11.0 ti t8A 11.1 18.0 MO 8uo art -10- 1&0 8.0 tab 1 0 &0 140 &1 148 140 -97- 140 +BA 9.8 .1 11. &1 14.3 1 C4 14.4 MO &6 46 18.0 0.0 147 0 44 wMem &8 MO fa0 A 140 MO 10.0 10.a 140 10.1 Ito It0 10.2 Ito 1 10.5 MO 18.0 10.6 160 140 I" 1t MO 10.7 140 Mo 168 140 MO Lem Eke &7 18.0 B.7 1a3 MO d9 16.6 Ito & 93.1 140 0.0 13.7 1 0.1 1&9 MO 9.2 14.1 18.0 9. M1 Its &4 14. Its 148 MO 40 owswe fl6 Ito 160 9.0 6.7 140J&2 MO 1 0 1 0 Ito &9 It0 1O 140 11.0 103 1&0 140 10.9 I&O Ito Its 140 It0 10.0 140 Ito NOTES ( 1 Q Sue &6 ta0-Ta-0- 40 110 1a0 13.3 1t0 &8 114 1t0 d9 1863 It 9.0 tt7 Ito 1 Its Ito 9.2 160 Its t8 14.1 18.0 9A M8 Ito &2 1&1 19.0 &3 142 160 16.8 18.0 9.6 147 160 &7 16.9 18.0 ae 110 140 Ito Ito 0 10.1 18.0 Ido OA 1a 19. 1063 IFF Mashort Mb 1)USE THIS TABLE FOR ALL SQUARE OR Bus d/ 127 t&0 d4 10.0 1a0 14 0.8 1 Its 0.T 1&s 160 &8 M6 Ito 0.0 131 .0 to 13.7 16.0 &2 119 1&0 0.S 14? 160 t" Sw SII50 de 9.0 X6 Mo 9.1 M7 Ito 141 Its 0.a 143 Its fl8 144 140 0. 16.7 I40 8 too Mo 9.9 10.0 Its 10.0 Ito 160 10.2 1t0 Ito REalANGULAR WINDOWS THATARE � W &2 128 MO 0.3 126 18.0 120 160 86 129 1a0 t0 to 160 &7 1a9 1&0 4B 1963 1&0 a0 1a8 1&0 &0 tae 18.0 .1 1 GLAD WITH TEMPERED C11. (� Z 52 Ghon 6kie 48 14.2 16.0 &8 14.3 1&0 1463 &1 149 1 1&0 19.0 &1 143 10.0 &8 1a6 0 0.7 147 1d0 fle 10.0 MO 140 1fl0 140 2)PoRSIZE8 NOT 8HOWN,RO11Nb UP TO S(J� ;�-•y•� 0.0 122 18.0 0.1 i S 1d0 126 MO &S 127 1&0 44 129 1&0 &8 O 160 7 1 0 8.0 S 1&0 90 tae %o &0 1 7 IN W 54 Sus 66 117 Ito as ta0 140 M2 ta0 49 1a4 Ido 9.0 146 16.0 &2 149 MO &4 141 MO 0.6 143 Ito as Its 0 0.8 It0 16o THE NEXT AVAILABLE WIDTH OR HE30ffLong Shle 7.8 120 M 7.B 121 11.0 123 140 & 128 4 9 128 160 121 1&0 48 110 Ma &8 tat 160 as 114 U.0 d9 1a 70 DMENSION SHOWN ON THE TABLE, j 1 s1w s 1&3 16.0 0.4 1963 160 68 1a8 do a7 140 7fl0 8.8 10.2 140 0.0 148 1&0 &2 14 1t a3 M9 10.0 s 1 2 t&0 &0 146 10.0 Ll b7 11.7 -1 r*- 763 11.8 1& 763 121 140 a0 122 Ito &1 124 ta0 0.3 20 I 1t0 9.4 1Z51' 01 art 129 MO 8.T ? It0 a0 tag ta0 3)FOR ARCHITECTURAL SHAPE WINDOWS, � Q shoviews t1 729 16.0= 1 1 'Tofl4 114 Ito 8.6 1a8 140 as tae Ito is KI 1 16.0 10 4.4111 9.1 T14-Le--RIT as 14.0 MO 0. 141 1&0USE THE TABLES ON SHEET 7. Z -TRE-ow- 7.8 11. M7 7.6 11.6 Ito 7.e 1.9 1 Its 7.9 120 Ito & 122 10.0 &1 124 It0 8.9 JIZOI&LO &4 127 160 a6 110 48 tat t Ur 0 ca re am?awe 7.9 Iae M9 &0 127 16.0 t2 + 14 13 ?as 16.0 66 tae M &1 tab Ito as 0.9 U3 Ito fl1 fab Mo 4)THE WINDOW WIDTH AND HEIGHT MAY � a7.4 112 1663 7.6 11.4 161 7.6 111 7.7 11.6 1&0 7.9 1 18,0 0 22 1 0 1 0.2 121 1&0 t4 128 'M.0 BE REVERSW TO OBTAIN A MORE �„6 Sue 7.7 22 1 0 763 123 1B0 40 7 160 t1 128 110 49 111 MO &4 1a4 160 art 7 Ito Its ACCURATE RESULT FROM THE TABLE73 11.0 1d0 7.3111 1 1 7.1 11.4 188 763 8 1 8 11.7 7.9 12 40 &1 129 & (80 FIG UIS=,THIS SHEM 64 Shea 7.61191 0 9.6 120 1&0 7.8 12.9 140 7.9 120 1 0 61 128 MO &3 111MO &47.1 1 8 14.7 1063 48 7 112 M 16.4 7A 11.6 16.7 7.7 1163 16 7.0 t)TIP-TO-TIP DIMENSIONS FOR FLANGE Skis 7.3 11.6 Its 7.d 11.7 0 7.6 1 0 16.0 7.1 122 MO 7.1 126 40 8.1 128 1&0 ('� Z as WINDOWS SHOWN.FOR FW WINDOWS OR a 4 oA 14.3 za ae Ma 73 tae 14.e .s 11.1 1 I 7.d 11. ?a4 zs t. 1 7 BUCK DIMENSIONS.SUBTRACT V' Z Z Shod ke 7.1 11.2 Its 1 7.2 1 Its Ito 7./ 11.7 140 7. ?1.0 /t0 7.7 123 1&0 a7 t0. U.0 6 10.4 tat 7.0 167 tae 7.2 10. 1a8 Z9 ?.1 1&1 170 SW 8109- V e.9 10.9 15.31.&.710.1 8 73 1163 1&0 7.4 11.6 140 d Q Lag 663 10.0 1sT 118 0.9 1063 1463 70 10.7 14872 • do 47 tie M8141 47 1063 U.6 TABLE DIMENSIONS MAY BE ZeA 9. 11ato BA & Ma ORIENTED VERTICALLY OR ehar aMM 8.8 M UA 1.6 HORDANTALLY AS SHOWN.74 8.9 9.6 1 tat m = 6.4 10. 119 ' y I•, Ida 44 10.0 tae I-t-- LONG SIDE LL TABLE S,CONT: SHORT Maximum A+rclrer Spacing Allowed,mt) Glass:uttr or 114•Tempered Glave,Alonoi181N or In•Btat•d Frame:Square or Rectangular SIDE skis 102 1 tae 110 116 / 1 ISO 137 114 146 AIR b A 6 A B C A 8 C A B C A B C A B C A C A C A B C 30 Shanaue 11. 1 11.9 to III 1 1 0 122 10.0 0. 1 1 1 1&0 Sift 9.9 1t0 Its 10.0 16.2 140 10.1 /663 1t0 10.1 ttd Its 10.2 1663 / 8 1& -117. 144 tab 18.0 M8 /663 16. 168 1&0 18.0 70.8 reA Ito �1 40 8MM 11.6 1d0 1&0 1.1 MO 1&0 11.7 1& & 11.8 1 A 18.0 120 1&0 Its 12.1 16.0 Ms 122 10.0 140 129 18.0 1&0 126 140 9.8 140 1&d 8.9 M1 18.0 10.0 10.2 10.0 10.1 ILI 18.0 1d2 16 1 0 1a8 16.6 MO tai 16.7 160 m./ 149 1t0 10.6 Ito 140 C 42 ww 113 1 0 18.0 11.9 M 1863 1163 1&0 Its 11.0 180 Ito 11.7 16.0 ta0 11.8 1&0 16.0 11.9 ta0 78,0 fl,t 1863 1&0 &7 tae 1. &8 U.9 16A 9.9 a0 10. 0.0 1 d0 1 16.3 MO 10.2 16.6 110 10.2 Its 16,0 Its 16.7 10.0 BIDE 44 Olds 1063 10.0 10.0 11.1 t&0 10.0M1.4 0.0 e.0 1eO 1t� 10.0 1e. 11 •18.0 18.0 7 16.0 1&0 Skis 0.B 148 10.0 0.7 18.0463 +6.0 0.9 /0.0 1063 1810 •6.2 16.• 1.1 16.3 1.0 10.T 16.4 18.0 49 ahml BMM 10.7 MO ta0 /0.8 MO 78.0 .0 16.0 11.1 •&0 •B.• •S •&0 d .4 18.0 10. \\\1111111/y!t LOW 8MM & 144 Ito &8 UA 16.0 .9 I60 &9 A 16, a0 41 Shat Sue 1063 tt0 1&0 ?0.8 Ito 18.040 10. 10. 0 1& .0 &0 to `�� .• '• / Olde 9.8 14.2 Its 0.8 14.4 16.0e 060 am Skis 1063 14.0 1 10.4 1 186310.0 10.7 18.0 1863 ' `�; -6LagBMM 9.2 t40 ta0 fl3 142 1663 .1 10.0 88 U8 /663 �0 6'�+ + +&0 8.0 103 Ito 1&0 o 160 �• W&+ Ise 1&0 &2a2 M • • • ••• ••• 2! • O` Bi 64 8 Sue 0.0 1&0 1&0 Iso 1a0 10.0 • • • • • • • • U C -2,0-T .0 it7 16.0 0.1 119 1 A ••• • • • • • • yiG /)� 4 ahon t7 147 Its • • • • • • • • • • O•'•. CP ` J . 4w*... ...ao P\\\\. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLET' Maximum Anchor Spadiig Allowed fora8 Frame Types,(In) Glass:3118°or 114"Annealed Bless,Mono@hlc or Insulated Frame:Architectural Shapes L.M wo 6-.)4 s3.ees e6 M 60 02 86 es 72 78 80 84 so as 102 110 120 130 144 145 aPARCOOftDMUPICyTR16 8V1D BYBC%odoWf th6 Fiod4a Arrcser WOupU A C A C A C A C ABBC A88C A,BSQ A,B6C ABaC ABaC ABaC ABaC ABaO ABBC A866 A,86C AB6C A88C AB6C r 19 t8 1 1s is 18 10 18 18 to 18 18 1s to 18 is 18 18 18 18 18 18 16 18 20 18 18 16 10 is t8 t8 18 is 16 16 to 1s is to 18 18 18 18 is to 16 22 18 16 is t8 16 18 to 1s to 18 78 18 16 is 18 to 18 18 18 7s 1s 24 18 t8 18 18 18 18 is 16 16 16 18 is 18 18 is 16 18 W !8-` - /9- 28 to 19 to 18 18 18 18 is t6 i6 i6 is 1s 1s 18 18 is 18 18 28 16 18 t8 16 18 18 18 18 16 is 1s to is Is 18 18 18 18 Q $0 18 10 1e t8 16 16 is is 18 18 to /8 4. fl 18 18 18 4 P € 32 1s 16 Is 18 18 10 16 18 i8 18 t8 1s 34 18 16 16 te 18 is 16 to to 16 is i8 to � Q oe 18 is 1B is 10 18 is to 18 16 is 18 NOTESOse is ,s ,e is 7e to to to w 1s 7e is 1)USE THESE TABLE FOR ALL ARCHITECTURAL Z Gi 40 is is 18 1e 66 te i9i6 18 ,s is is SHAPE WWDOWS.TABLE 718 TO BE USED FOR O 42 tae 6 1e to t8 to is 1s 18 to 16 ANNEALED GLASS;TABLE 6 I TO BE USED FOR t&4 is tea te to to is to te is TEb1PBREDGLASS. 4s 10.9 to 102 1&8 18 18 16 to 1 48 u4 fe 14.7 18 16.1 18 1o.e to 2)FOR SIS NOT SHOWN,ROUND UP TO THE NEXT L] 60 119 is 142 to 10.9 is AVALLABLE WIDTH OR HOBHT DNM BION SHOWN Z O 62 13.4 1e 9 1a ON THE TABLE O 2 wase t&2 ,e Bpy� N O QD 8)FOR SQUARE OR RECTANGULARWINDOWS.UBE U' W F LL TABLE 8: THE TABLES ON SHEETS B OR B. 4)THE WINDOW WIDTH AND HEIBHT MAY BE MexlmtBn Anchor 8psaing Allowed for all Frame Typos,(ht) lTlaes:3118"or 114"Tempered tihas,MoriogBlk w Insulated Frame:AiohMachiral Shapes REVEL TO OBTAIN A MORE ACCURATE RESULT W Lesg 9be(in)b 76894 77 0 82 89 o7 so 02 68 so FROM THE TABLE MEE FiBURE.THIS SHEET). O Z � Anelar V A A A B Q A Mo 4 8)USE THE SPACING SHOWN ON THE TABLES FOR r Z 40 AO 1&7 1 8.0 118 16A 1&s 1&0 92 4.1 19.0 &3 10. 14 14.8 18.0 0.8 14.8 1& 0.6 14.0 16.0 17 1& 9.8 14 18.0 THEENTMIIN�FRAME. Q ^ 42 1 11 0 &a 110 1&C 9. 13.7 18.0 11 13A 16.0 92 tae 1&0 &3 10.1 18.0 14 14.3 1 14.4 ,&0 9. 14.6 1n0 6.6 14.7 18.0 6)TIP.TO:nP MBNONS FOR RANGE WINDOWS IL 7� 44 8.7 13.2 10.0 17 its ,8.0 to 73.6 1 9 11fie 18. 0 1& ,6.0 91 6.D 92 14.1' 1&0 9.9 U.1 1&0 9.4 14.3 110 8 14.8 16.0 SHOWN.FOR FIN WINDOWS OR BUCK DNENNS(ONS, � N z 48 ne 110 1&0 e.6 110 1&C &7 tab 16.0 8.8 13.4 1 &e tae i&C n0 17 141.0 0.1 18.8 110 02 ISA 13 141 1 0 1 190 SUBTRACT 1". V- O S 4B 4 tz Wo n4 9 no 8.6 18.0 1&0 132 18.0 &7 13 1&0 &e las 1& 6 &0 U 13.7 12 1&9 1&C 9.3 14.1 1& S i &2 1 e 16.0 6.3 128 6.0 8.4 1ze 10.0 129 Ito 18 a1 Ino 17 tai 18.0 10 1 n9 1ab &0 B.0 tae 16.0 &1 13.9 1. TABLE OIIAEN810N8 MAY BE 62 8.0 122 1n &1 123 18.0 12 We 110 13 1 1n0 14 12 110 e.e 13.0 ,e o B.7 132 i&0 3 18.0 9 1 10 117 TO ORIENTED VERTICALLY B I -; U e4 .9 120 1 7.0 121 18.0 11 123 16.0 62 12.6 16.0 n3 128 &0 &4 128 16.0 8.6 18.0 Ino 8 1&1 1&0 1sa .0 &e 1&6 18.0 Go .7 11. 1&0 7 1.9 10.0 7.0 121 1 12.2110.0. 4 1 0 .6 12 7&0 6.7 tat 110 las 18.0 HORIZONTALLY AS SHOWN. 7 89 7. 11.8 18.7 79 11.8 16.8 7.8 7. 1 D 7.0 920 1. 8.0 122 1&0 8 1 4 16.0 8.3 128 18.0 &4 12 0 16 110 1&0 13.1 1n0 LONG LL 7.4 11 16.3 7.6 11.4 16,6 7.9 71.8 1&8 7.7 11.6 18.0 7.9 120 1&0 n0 122 16. 4 0 az 126 &4 128 1&0 SIDE E2 7.2 1.0 110 7.3 11. 1&1 .4 1 3 11.8 ,10 T. 12. D &o 12.2 110 11 1N M. 1�_- LOQ&D 8/ 7.1 10.8 74.7 7.1 10.9 1.9 .3 11.2 162 7 11.8 114 7.8 7 7 7.7 11.9 1&D T.0 12 as as 10.6 14.3 7A 1&6 a 7.2 10.9 14.0-75-111.1 161 7.4 1.3 1n4 7.8 11.6 1nT 68 &7 T& 0 9.8 o. 14. .0 10.7 14.8 72 1 7. 11.1 1&1 1 &8 � wi1 Wo 13.7 6.7 9. 3.B &B 10.8 4.9 .0 117 W.6 SIDE 6.4 19 tai eA &8 ttff &4 6.o 13.3 I 74 &3 B 10 62 1 SHORT F'�. &4 10. 110 SIDE d 4. TABLE 8,CONT.: I wftum Anchor SpacIng Allowed for all Frame Types,On SWISS:3N"r 1f4'tem Biae�lon"lo or hiauleted Frame:Arohlteotuml Shapes Lom Bice(IB) 102 Q 108 A 770 4h18 • , A:12C.:1 ••12a 1B C A 18 A iB8 ♦♦♦♦♦♦p`L*111 i ff f i l .0 89 1 1 1 .8 1 YI' .•'' 'J•,Yl� 40 9.6 18.0 10.0 9.9 16.1 18.0 10.0 18.2 1&0 1&1 16.4 18.0 1 2 16.6 16.0 10.3 1.8 18.0 10.8 16.7 110 194 16.9 111.0 10.5 a.0 19.0 as: N �J�d;•� 42 17 14.6 1 .9 14 18.0 1&0 9.9 1A2 1-& 10.1 16.3 1&0 112 44 9.e 14.8 19.0 .7 14.7 110 0.0 71.9 BA 1&0 1& 1 0 162 16.0 1&1 16.0 10. 16.4 1&0 48 Tr 14.1 te.o 9.8 14.6 Me 8.7 147 Is. b 14.9 9.9 t& t&0 1 182 1 • 064, :U •6 �:Z 48 .3 14.2 18.0 14A 10.0 18 14.6 1 0 7 14.7 9.8 1`9 Ip.O• • • • �7.:7 y ��fit�.�: uq� 00 14.0 1&0 &9 14 1&0 8.4 14.4 1 a% 4b 0 • • • • • 2', �` a; 82 &1 its 10.0 9.2 14.0 1&0 13 14.2 8.0 • • • • • • • • • • / A ••••••.•••.. eq 1& ao 11 iae 16.0 •• •• • • • •• •• �y!'• 68 19 116 110 • ••• • • • /i 0 ''''*11111 Pa 1�♦♦ • •• •• • • • •• •• ••• • • • ••• • • 90°CORNER ANGLED/CURVED O1 90°CORNER ANGLED/CURVED FRAME FRAME '� FRAME FRAME ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY 9 1 9 2 1 1 1 lz� 2 14 15 MITERED FRAME 14 16 MITERED FRAME WITH FRAME yRTM FRAME 1 WELDS AT WELDS AT SCREW S SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAMES ASSEMBLY DETAILS FOR FIN FRAMES TABLE B: Ir-� p,Opp� l m POT Dwg d Path# Description 082• —� 0 ' 1.844• �—{ .736• �•-- 1 802 88342 Flange Flame �– s•a" 282• tloa• 2 621 89097 Integral Fin Frame .29P "Tr 3 603 81188 Glazing Bead i 4 ODURAK38 3/8"Dura Soad Spacer 6 6DURAK68 6/8"Dula Seal Suer "` I OGLAZING BEAD ALUMINUM FLANGE FRAME I 8 Dow NOSBkxtte or Equilalent 9 869 70689C Oasket(et 80°COmer)ointe) O 6093.782 ALUMNUM O INTEGRAL FIN FRAME 10 1206 61308K ClomW Cell Foam Tape 11 1052 71052K Selling Block 1/18°x 314x 1" mmDUCrREtl188D 12 1288 712861K Sel9rtg Block 1H8"x 3/18"x 1-1/2" vphb rAfma 14 1181 7834AA 08 X314"P90r,—v,- • • • •• 1111 s • • • • • �� IYNN ��i Rew e W vow NO AA. 15 781PS7X 118 X3f4"PH PN SMS-�S. •• • • • • `�� G Y A?/(F �, HANGE THIS 1e 1012 7Pwsw X7/8'PH FH SMS t�101PZ W.911yp. i : :•: •• �e"se .R J.J. 10/19/11 SHE my , 17 3118'or / C11 e • • • •• �' 105 *% ° �r Ravidw mQadComal bB 18 3/4"10 Olaas WO 3/18"or 1/41) , it:: ?,IT Gran 19 1•IG Glass(with 3118`or 1/4� . .., ••• =-o'• �, lr : = BOM CORNER ASSEMBLY DETAILS 1-7 J ROSOWSM • F _�: ••• • • • • • • • :O,c pLOR1pP,•'�j\ 1070 TMMft061'WK MW ww • �• • •• • :• �• %,;°S ��,� P.0.eOx Is"VENIM FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 • • ••• • • • `S/ONAL�.�` NOXCMI3;FL 34274 sa�s�edeu Saar« 0 JIMaLShd164�hltLPE. cERT of Aim �2a2oe PW-220 NTS 8 OF 8 MD-PW220-01 I A P E38810.7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L