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RC-16-681 r� Permit NO. RC-3-16-681 �s�°RFs y Miami Shores Village Permit Type:Residential Construction 10050 N.E.2nd Avenue NE Pertillut --� Work Classification:Alteration Miami Shores,FL 33138-0000 Permit Status:APPROVED °eHs" Phone: (305)795-2204 FCORIDP Issue Datta:4/1212016 Expiration: 10/0912016 Project Address Parcel Number Applicant 1116 NE 92 Street 1132050270420 Miami Shores, FL 33138- Block: Lot: SUSAN PINNAS Owner Information Address Phone Cell SUSAN PINNAS 1140 ALFONSO Avenue CORAL GABLES FL 33146- 1140 ALFONSO Avenue CORAL GABLES FL 33146- Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 ELTEC CONSTRUCTION&INVESTME (305)694-1080 (786)444-5703 -- -_. ---� Total Scl Feet: 1500 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction: REMOVE PLUMBING FIXTURES& Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Building Review Building Bond Return : Classification:Residential Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Mechanical CCF $18.00 Review Planning CCF Fee Invoice# RC-3-16-59023 Review Plumbing $50.00 03/15/2016 Credit Card $50.00 $ 1,973.00 DBPR Fee $13.50 DCA Fee $13.50 04/12/2016 Credit Card $ 1,973.00 $0.00 Education Surcharge $6.00 Permit Fee $900.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $18.00 Technology Fee $24.00 Work without Permit Fee $900.00 Total: $2,023.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ass me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. e OWNERS A IDAVIT: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd i Futhermore, I authorize the above-named contractor to do the work stated. April 12, 2016 Aulbdiz—e-dISlignature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 12, 2016 1 • �, Miami Shores Village f m7 BuildingDepartment p MAR 1 .$ 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 2014 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: 1 1 10 n(.F_ 1SW 9T,ni�' City: Miami Shores County: Miami Dade Zip: 3 ( � Folio/Parcel#: - 2. - d gq Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): S;QSA%�A k4AA 1919 lIAS Phone#: _ 3 r�- qY/ -133,. Address: It I G N al 2 W 4:,T LL.. � City: w A a l "- State: t--'�..1"� Zip: 53 imp Tenant/Lessee Name: Phone#: Email: (CONTRACTOR: Company.Name: ;Z1 • C ��Q 6 c o 6 Phone#: 3 96-851--LG 61 Address: Z d d J it) D y- 7 City: '%//</ /� ��° State: ✓_/ Zip: 3,/y Qualifier Name: ;;;�ltcjd A 'A"a ' Phone#: 3, 96-8557-W State Certification or Registration#: CVb Sr ?S8 g Certificate of Competency#: Contact Phone#: Email Address: //'OGln/J/I/ 'l a Q' a 4 e� �hIl DESIGNER: Architect/Engineer: WK-F, AL-.1 TO$A Phone#: '��*b0 0 __ 06 10".as0 � (��Value of Work for this Permit: $� Square/Linear Footage of Work: �sOO , Type of Work: ❑Addition Alteration ❑New ,per❑Repair/Replace ❑Demolition Description of Work:�g�,p/ NJI PL LWIV" F-K-T Qg- S jrjTcHe, L c,2i-614tsT WC Color thru tile: Submittal Fee$ C1 Permit Fee$ "—TGZ) 00 CCF$ IS - CA,) CO/CC$ SU' 00 Scanning Fee$ Radon Fee$ DBPR$13'SO Bond$ Notary$ Jor Training/Education Fee$C2 - GO Technology Fee$ oDLI'00 Double Fee$ (::;I CO (3�3* Structural Review$90'00 TOTAL FEE NOW DUE$ 731 00 Bonding Company's Name(if applicable) Bonding'Company's Address ' City ! State Zip , Mortgage Lender's`Name(if applicable) i 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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF`COMMENCEMENT."- Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,,the hpplicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Als a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven )days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein tion fee will be charged. Signatu Signature Owns or Agent , Contractor The foregoing instrument was acknowledged before me this S The foregoing instrument was acknowledged before me this-5- day hisday o ,20-&,_,by,1y 2l2g(�,5 , day o ,2016,by who is011arnowrb me or who has produced wh �yo me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: r Print: d.�U1C� s Print: VERONICA PHILLIPS �My Commission Expires: yp-o;:;t'4� VERONIC�PHILLIPS My Commis ion Expires: ` MY COMMISSION t FF 068609 MY COMMISSION#FF 068609 * * * * EXPIRES:FebMq 2Z 2D1S 4,• N EXPIRES:Febn1ery22,2018 ,r BondedThruBu*No"SmIen Bonds tIh$udpet oUq Services °F APPROVED BY Plans Examiner Zoning 1 Structural Review ti Clerk (Revised 5/2/2012)(Revised 3/LO12))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Y w STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Y CGC1517589 ISSUED: 07/22/2014 • DRIVER LICENSE CLASS E 4wJ� �9 CERTIFIED GENERAL CONTRACTOR ,. ELROD ANTONIO PHILLIPS PHILLIPS, ELROD ANTONIO SR 2400 NW 98TH ST ELTEC CONSTRUCTION & INVESTMENT LI MIAMI,FL 33147-2136 I . DOs 07-09-1966 sex M 5-02 ISSUED:07-09-2009 EXPIRES: 07-09-2017 REST: IS CERTIFIED under the provisions of Ch.489 FS. / ENDORSE:.� L1407220001364 Expiration dale AUG 31.2016 � L 0709 170 r �wrnU n of IrHMnI vuhlck cfrnstalAe6_%.11 ru any cn1N Ny rest IBX etl by taw. N� H p RE - i E,lrod Phillips 2400"A"1 '[. Mlam F ;L4 •I DaCH c,F Hlr h ul 1.d 1900 , • �L. .I �as we asshdN ,rnOlefeO en tnaish 3 H-r InR dl Rer,uvacro2 Regan Parrfigq Course fro March t S,2010 r . 1 auJ,as paseJ a,e rrernlnatron on March i5,2010 •rarer. �plo j S�aaull Environmental Manaaemont Comaanv,Inc. I+ certifies that this course comuties with 40 CFR PART 745:225 C t1fjC tO,EYn1r85 tNjWz o,l ,E. fca[e , 005336 Local Business Tax Receipt Miami—Dade County, State of FloridaL B7T -THIS IS NOT A BILL - DO NOT PAY 6 i 6476709 Cs BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ELTEC CONSTRUCTION&INVESTMENT LIQUIDATIORMHMUNC SEPTEMBER 30, 2016 2400 NW 98 ST 6746110 Must be displayed at place of business MIAMI FL 33147 Pursuant to County Code . Chapter 8A-Art.9&10 SEC.TYPE OF BUSINESS OWNER 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED ELTEC CNSTION&INVT LIQ GRP INC IiY TAX COLLECTOR Worker(s) 1 CGC1517589 "75.00 07/08/2015 CHFCK21-15-082915 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit,or a certification of the holders qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276. For more information,visit www..miamidade gpvttaxcollector i SEE OTHER SIDE From:Carmen Rodriguez Fax:(305)463-9431 To: Fax: +1 (305)756-8972 Page 1 of 1 01/11/2016 9:49 AM ACORO CERTIFICATE OF LIABILITY INSURANCE FDATE(INMIDDlYYW) 01/11/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ALL CITY INSURANCE INC-ACI NAMEAOT CARMEN RODRIGUEZ 275 FONTAINEBLEAU BLVD. (A/CC,NNo,FA); (305)463-9431 FAX SUITE 190 E-MAIL (ac,No):(305) 436-6797 ADDRESS: GMAIL@ALLCITYINS.COM MIAMI FL 33172 INSURERS AFFORDING COVERAGE NAIC# INSURER A,PROGRESSIVE EXPRESS INSUR INSURED ELTEC CONSTRUCTION&INVESTMENT LIQUIDATION GROUP INSURER B: STERN WORLD INSURANCE C INC INSURER C: 2400 NW 98 STREET INSURER D: MIAMI FL 33147- INSURER E: t RF- COVERAGES CERTIFICATE NUMBER:18 REVISION NUMBER:00 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTRTYPE OF INSURANCEPOLICYNUMBER ffy) LIMITS B OENERALLU\BILITY NPP8269519 09/01/201509/01/2016 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one arson $ 5.000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER, PRODUCTS-COMPlOPAGG $ 1,000,000 X POLICY I PRO- 1 11 LOC $ A AUTOMOBILE LU161LITr 02300142-2 07/14/201507/14/2016 COMBINED INGLE LIMIT S300,000 _ANY AUTO BODILY INJURY(Per person) $ OWNEDALL —AUTOX AUTOS BODILY BODILY INJURY(Per accident) $ D AUTOS �( NON-OWNED X HIREPROPERTY DAMAGE AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTI N S WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE F—]OFFICERIMEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory In and E.L.DISEASE-EA EMPLOYEE $ ' URS,describe under SCRIPTION OF OPE E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) LIC#CGC1517589 CERTIFICATE HOLDER CANCELLATION Al COMMWJ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING &ZONING DEPT, ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES FL 33138- AUTHORIZED REPRESENTATIVE r ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD --- •-- --• - VVJ 1 lJl`IG(C 1-1JJ1J 1 Hij�ta� rHlat J�1 ATWATtxi •�p'OWIL FgEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION ••CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW NSTRUCTION INDUSTRY EXEMPTION is car i ies that the individual listed below has elected to be exempt from Florida Workers-Compensation law. FECTIVE DATE: 5/31/2015 EXPIRATION DATE: 5/30/2017 RSON: PHILLIPS ELROD IN: 270455737 31NESS NAME AND ADDRESS: ITEC CONSTRUCTION&INVESTMENT LIQUIDATION GROUP INC 2,00 N.W.98 STREET AMI FL 33147 OPES OF BUSINESS OR TRADE: 1 ENSED GENERAL NTRACTOR u scant to Chapter 440.05(14),F.S.•an officer of a corporation who elects exemption from this chapter by filing a certificate of electiort'underthis section not recover benefits or compensation underlhia chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...appy only In the scope of the business or trade Elated on the notice of election to be exempt.Pursuant to Chapter 440.06(13),F.S.,Notices of dleetion to be pt and certificates of ahmilon to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the cerifficate• e mrson named on the notice or certificate no longer meats the requirements of this section for issuance of a certificate.The department shall revoke a F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-11309 I I ELTEC CONSTRUCTION & INVESTMENT LIQUIDATION GROUP, INC. 2400 NW 98 ST. MIAMI FL.33147 t CGC1517589 Celli 386-855-2029 F305-694-1080 C305-216-4225 VIE elrodphillips@att.net l DATE: January ,7—,2016 State of L° //U4 County of l' L Before me this day personally appeared who,being duly sworn,deposes and says: That he or she�rylil��e thr qt pey�n�woorging on the project located at: �/ �/,� L r`f G -r Sworn to(or affirmed)and subscribed before me this day K �' 20�. by r� Per na y Known OR Produced Identification Type of Identification Produced /4/i/ �, �OSA0.Y Pysl I� y�- •' % VERONICA PHILLIPS 't * MY COMMISSION t FF 088609 � `oma EXPIRES:Febmary 22,2018 ,e oa BabM vn Bud90 Notary Services Print,Type or Stamp Name of Notary Work URL " ,SNORESjvkc.193.21 G� s� ��► Miami shores Village logo Building Department 10050 N.E.2nd Avenue �IORiDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the co tractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDG T AT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. r Signature: Owner 1� State of Florida County of Miami-Dade The foregoing was acknowledge before me this th day of l£ r ,20_L(,p_. By _ &Iscm �i wg S who is personally known to me or has produced Yko1 - L as identification. I Notary: SEAL: dwy 010k• f SM m POWlOtyIMyC �n.Eynt 8wM1 Tft*W1W1 Not"AW. - wrightsofte Project Summary oe Enure House By: Project I • • For: SUSAN KNAPP PINNAS 1116 NE 92nd ST, MIAMI-SHORES, FL Notes: . . .... ...... ...... . .... ...... Design • •n rr .... ...... .... ..... Weather: Miami, FL, US � � ,_ , .. .. .. . ........ Winter Design Conditions Summer Design;6gnoition ' Outside db 51 OF Outside db �� '90:d'F•0•' •••• Inside db 70 OF Inside db 750 OF Design TD 20 OF Design TD 15.-I<;•• • Daily range L •• • Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25998 Btuh Structure 011 28710 Btuh Ducts 8155 Btuh Ducts 14581 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 34153 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 43291 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 7855 Btuh Ducts 3661 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ftz 2649 2649 Equipment latent load 11516 Btuh Volume ( ) 46159 46159 Air changes/hour 0.32 0.16 Equipment total load 54807 Btuh Equiv.AVF (cfm) 246 123 Req. total capacity at 0.75 SHR 4.8 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade EXISTING SPLIT SYSTEM Trade EXISTING SPLIT SYSTEM Model TWE065E13FB1 Cond 4TTZ006OA1000A AHRI ref Coil TWE065E13FB1 AHRI ref Efficiency 100 EFF Efficiency 13 SEER Heating input 9.8 kW Sensible cooling 45000 Btuh Heating output 33290 Btuh Latent cooling 15000 Btuh Temperature rise 16 OF Total cooling 60000 Btuh Actual air flow 1840 cfm Actual air flow 1840 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.043 cfm/Btuh .,i Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec-16 16:14:44 wrightsoft' Right-Suite®Universal 2015 15.0.18 RSU08046 Pae 1 ...s\EARNEST JONES GC\1116 NE 92st\1116ne92st.rup Calc-M.18 Front Door faces: N MAM DARE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIPIISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NPA) www.miamidade.eov/economy Sunshine Windows Manufacturing,Inc. 1745 W.331 Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing,the;use of iqp§truction; • materials. The documentation submitted has been reviewed and accepted by Miami�,Dade 44vnty REgs Product Control Section to be used in Miami-Dade County and other areas where-96wed by the Authority Having Jurisdiction(AHJ). •••• *0000* • This NOA shall not be valid after the expiration date stated below. The Miaifd'DCo"ade CoProdddC Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miaetx�UadeGonnty3 reserve . lthe right to have this product or material tested for quality assurance purposes. Product r materia . fails to perform in the accepted manner,the manufacturer will incur the expense df sdclt testing and the AM.;. ....... within thea J may immediately revoke, modify, or suspend the use of such product or material wunsdictien. RER reserves the right to revoke this acceptance, if it is determined by Miarht-Dade Cputay.Prodnct Control Section that this product or material fails to meet the requirements of the applicable builaing 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 111650(XOX)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. HS08-02, titled "Series 1650 Aluminum Horizontal Sliding Window(XOX)Impact Resistant Glass",sheets 01 through 06 of 06,dated 07/21/08,with the latest revision "2" dated 11/20/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0416.13 and consists of this page 1 and evidence pages E-1 and E 2, and as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. ��MIAMI DARE COUWTY NOA No. 14-1212.04 C UN �.(yAs Expiration Date: August 19,2018 5 t'f Approval Date: May 14,2015 Page 1 Sunshine Windows Manufacturins,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 07-0810.06) 2. Drawing No. HS08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 01 through 06 of 06, dated 07/21/ff with the latest revision "2" dated 11/20/14, prepared by manufacturer, dated 04125%1.3, signed... and sealed by Francisco Hernandez,P. E. •• •••• • 006.00 0000 0000.. B. TESTS 000000 •••••• 0000 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 6 0.' 0 0000. 2) Uniform Static Air Pressure Test,Loading orf BC,PAP202-94p:•• 3) Water Resistance Test,per FBC,TAS 202'9 ' 4) Large Missile Impact Test per FBC,TAS20t X94. 000,;0 5) Cyclic Wind Pressure Loading per FBC,TAS•203-940 0 0 ;0 00; 6) Forced Entry Test,per FBC 2411.3.2.1, ang'TAS 202'9 '. 0 • along with marked-up drawings and installation diagram of an aluminum horizontal sliding window with 0.34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11/20/14, signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5th Edition (2014) and of no financial interest,dated 11/20/14,signed and sealed by Francisco Hernandez,P. E. 2. Statement letter of conformance to, of complying with FBC 2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.13-0416.13) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-1212.04 Expiration Date: August 19,2018 Approval Date: May 14,2015 E--1 Sunshine Windows Manufacturina.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTL-5352, dated 12/07/07, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Carlos S.Rionda, P. E. (Submitted under previous NOA No. 07-0810.06) 0000 G. OTHERS • 1. Notice of Acceptance No. 13-0416.13, issued to Sunshine Dzin'ddws Manufacturing,.' Inc. for their Series "1650 (OXO) Aluminum Horizontal Slitting Window L.M.P';• • approved on 05/17/12 and expiring on 08/19/18. 0000.. 0000 0000 . . 0000 0000 96.09 .....9 ..99 00000 . . 90 9. 90 9 0900.0 0.9..9 0 00 . . . . 0000.. 0000.. . . .0060. .. 0000 00 0 Jaime D.Gascon,P.k. Product Control Section Supervisor NOA No. 14-1212.04 Expiration Date: August 19,2018 Approval Date: May 14,2015 E-2 FAt.SE MUNfIN3(SfBtFACE MAY C>E USED 3'MAX. 8 1/2•MAX. 3'MAX. a 1/2•MAX. -- DESIGN PRESSURE CHART- PSF Q II II II r U fl II t S nsh nnee Yl�nd� SERIES-1650 rAc�wss IxpAcf«issl WAagpA s 1 t�p� �I� I'll �' ALUMINUM HORIZONTAL SLIDING WINDOW(XOX) J�` JL " -I JL-a JL tlt 3w745 W 33rd 0i2 ��- �� -lr -lr rn:(3os)3a�-aasz ta IMPACT RESISTANT GLASS 0 II� II If 0 ; CD Fmc(sos)s2e-stte WINDOW ANCHOR HURRICANE PROTECTION z L JL JL- JL z � -Ir �-1r---1r �r DIMENSION SCHEDULE IS NOT REQUIRED 25X eW 2ss 3sx 3sx s3R 4 II� fl II .__.II 4 II� II �II 0 FER PER II II II II n II H II .. moat ttEt a HEAD a ague oc&I"(+) NMWR(-) r3 CA 1 rA SILL v 74• 9 60.00 60.00 ob ob 6 lee 1/4• 29' 13 3 60.00 80.00 3'MAX. a 1/Y MAX. MAX. 9 1/2•MAX. fill 14 60.00 60.00 WINDOW WI WINDOW WIDTH V) 74' 9 60.00 60.00 106 1/4' 3e s/6' 13 4 60.00 60.00 TYPICAL ELEVATION(XOX)25/5025 TYPICAL ELEVATION(XOX)33/33/33 0 f� t71' 14 60.00 60.00 1 � a W 74• 9 60.00 60.00 cy� toe 1/4' so s/e• 13 5 60.00 60.00 GENERAL,NOTES: �a H 111• 14 1 60.00 60.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 74• 9 60.00 60.00 2.- XOX CONFIGURATION APPLIES TO 25X-50X-259 PROPORTIONS FOR ALL DIMENSIONS ON CHART. Q XOX CONFIGURATION APPLIES TO 33%-33%-33X PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84'. toe t/4• e3• 13 6 56.00 56.00 3.- SHUTTERS ARE NOT REQUIRED. P4 14 1 56.80 56.80 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. n• 9 60.00 60.00 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS O e4• 11 60.00 60.00 ON SHEET 2 THRU 4. x z4• 3 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: se 12 80.00 60.00 - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. toe' 13 60.00 60.00 - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM 72• 9 60.00 60.00 COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' a 2000 PSI MIN. �G e4• 11 60.00 60.00 o 36' 12 4 6000 6000 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD o y SPECIFICATION FOR PACKAGED DRY. $ o toe• 13 60.00 60.00 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' G= 0.55 OR GREATER DENSITY. 8 72' 9 60.00 60.00 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy - 36 KSI MIN. 0 z E 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". FF A e4' 11 5 60.00 60.00 ALUMINUM SHALL BE 6063-T6. z 6 9e• �• 12 1 80.00 60.00 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL. BE PROPERLY log' 13 60.00 60.00 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BYo1HE•GLQIN6 SiYSTEy TO•THC STRyrrTURE rc 72- 9 60.00 60.00 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR SO DOOR INSTMLATION.• • • • r a 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE BROTECIO I.P4�TtR� • • • i a e4• 11 60.D0 80.00 AS SPECIFIED IN FBC 5TH EDITION (2014). • • • • • •i •• 1` n 86' �- 12 8 80.00 60.00 •• 00: •• • • • •• o GLASS. z° toe- 13 58.40 56.40 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF a 0.125" HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYE RODUCIREWSED DRAWING No. FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF 5 •.• ulcwn E1 a'hC sRol! • • � HSS7-�) ( LAMINATED BY TECNOGLASS. • • • ••• •• •• • 11_�� GATE:07-21-08 IMPACT RESISTANT WINDOWS SCALE: 1/2"-1 - Nlyel odeonln FRANCISCO HERNANDEZ SHEET 1 OF 8 FLORIDA PE f 51393 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" 1/4'ULTRACON 1 1/2'MIN, PENETRATION INTO WOOD. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS 2 1/2" MIN. 2 1/2" MIN. MIN. REFER TO ELEVATIONS AND DESIGN PRESSURES CHART 1/4'ULTRACON 1 1/4'MIN. EMBEDMENT INTO CONCRETE ON SHEETS 1 OF 6). THROUGH 1 BY WOOD BUCK. - - z . (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS TYPICAL FOR HEAD. °. ,• REFER TO ELEVATIONS AND DESIGN PRESSURES CHARTSunsW6 VfmdNS G4.. :•• .. ON SHEET 1 OF 6). N. TYPICAL FOR HEAD. 2 BY WOOD BUCK MIC. ••r:a'`:'.�_.'•:.•: •': MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 1745 W.73rd Plow Wdroh,Fbrlda 37012 TO THE STRUCTURE. SHALL BE APPROVED Pe:(x05)764-9952 BY BUILDING OFFICIAL PRIOR TO F—OG5)M-5115 ' WINDOW INSTALLATION. 4 4 O rn 1 BY WOOD BUCK BY OTHERS. rn MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED O rQ.I BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. DFfAUL Al DFfAIL A2 ATTACHMENT TO CONCRETE ATTACliblUff TO WOOD 1p Q � Fa a 1/4'SMS THROUGH METAL. W (FOR MAX.ANCHOR SPACING AND NUMBER O OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). 1/4'SMS THROUGH METAL. 1" TYPICAL FOR HEAD. 0 1" (FOR MAX.ANCHOR SPACING AND NUMBER x OF ANCHORS REFER TO ELEVATIONS AND MIN. MIAMI-DADS COUNTY APROVED MIN. DESIGN PRESSURES CHART ON SHEET 1 OF 6). MULLION. (UNDER SEPARATE APPROVAL) TYPICAL.HEAD. E •• ••• • • • • • •• N_ Q • •• • • • • ••• • oo • • • • • • • • • 0 .1- DFfAIL A4 z' - N DETAIL A3 ATTACHMENT TO M IAL STRUCCURETO METAL STRUCCURE ATTACHMENT TO MULLION • ••• RODUCT REVISED DRAWING No. (STEEL OR ALUM. 1/8'MIN. THICKNESS) : i : IytOp%d orfd°-• . HR08-02 •• • ��Ae � �y .a • DATE 07_21_ TYPICAL HEAD SECTIONS '•• '• `'+� • ��-zo-k S 1 r ,• DA&PmduuConc y FRANCISCO HERNANDEZ SHEET 2 OF e FLORIDA PE # 51393 ••• • • • • ••• • • ••• • • • ••• • • Sunshine Indm 7�V1 Nanulodurinq,Inc. 3Z 'M W'nom 330 2 \S Ph:(305),564-M2 F.:(305)a26-5118 • a \�'� 3/4•MAK.NDN-SHRMK GROUP . �.':i..`:••:S OR 1•BY WOOD BUCK O .: .. • • .'•. •• a _ ,� iV 2 BY WOOD BUCK BY OTHERS. c a ro v \ MUST BE PROPERLY ATTACHED TO f a M a• •• • '.O •.a \ TRANSFER GLAZING SYSTEM LOADS z a .' '• .• • TO THE STRUCTURE. SWILL.BE APPROVED ',� c • BY BUILDING OFFICIAL PRIOR TO 6 : .•et• ! ',^ •• 2 1/2- MIN. 2 1/2" MIN. 1 WINDOW INSTALLATION. MIN. 1/4•SMS 1 1/2• MIN. PENETRATION INTO WOOD- 2 1/2" MIN. 2 1/2" MIN. (FOR MAX. ANCHOR SPACING AND NUMBER 1/4"ULTRACON 1 1/4"MIN.EMBEDMENT OF ANCHORS REFER TO ELEVATIONS AND INTO CONCRETE THROUGH 1'BY WOOD BACK DESIGN PRESSURES CHART ON SHEET 1 OF 6). �y OR NON-SHRINK NON-METALLIC GROUT TYPICAL FOR SILL. 1/4" ULTRACON 1 1/4' MIN. EMBEDMENT INTO CONCREFE (FOR MAX. ANCHOR SPACING AND NUMBER 1�-I (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND �p REFER TO ELEVATIONS AND DESIGN PRESSURES CHART DESIGN PRESSURE'S CHART ON SHEET T OF 6). a ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. f"'1 DETAIN.B I DETAIL B4 DETAU B2 Q ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO CONCRETE ATTACHMENT TO WOOD O x xgx` U .1 -DADS COUNTY APROVED j O r'— —— MULLION. (UNDER SEPARATE APPROVAL) z i II 9 0z09 � 1/4•SMS THROUGH METAL 1/4"SM?-THROUGH 1VTAL DESIGN PRESSURES CHART ON SHEET 1 OF 6). •• • • • • • O MIN. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND (FOR MAX.ANCHOR�WND G OM • •• '� OF ANCHORS NREFET2 710 RLY/1110N6 IIID •• TYPICAL FOR SILL DESIGN PROSSURES QC ART Elan SHELFf 1 DF 115. TYPICAL FOR SIU.. N DETAIL B3 DETAIL B5 ROD1TCl'REVISED DRAWING No. ( • .•. . • • Y>n41tAFT-riee d HR08-02 ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLIOI4 • • • • • • • • �1� _7 (STEEL OR ALUM, 1/8•MIN.THICKNESS) (STEEL OR ALUM. 1/8" MIN.THICKNESSO • • • • • ••• • . •• • • •• • • • • • • DATE:07-21-OB • •• • • • • • 11—ZD-1`4 scAIF. z'•1• TYPICAL SILL SECTIONS '• • •• • • Product Coo 1 FRAJCISCO HFRNANDEZ SHEET 3 l�e FLORIDA PE / 51393 ......... .. 1/4" MAX. 1/4" MAX. SHIM SPACE SkaM 2 BY WOOD BUCK BY OTHERS. (JUST BE PROPERLY ATTACHED TO r TRANSFER GLAZING SYSTEM LOADS SUnshkm%Wows TO THE STRUCTURE. SHALL BE APPROVED Manalac Im. BY BUILDING OFFICIAL PRIOR TO S 1 2" WINDOW INSTALLATION. 1746 W.33rd Ploy Hialeah.Floft 33012 Ph:(306),164-9962 MIN. 1/4'SMS 1 1/2' MIN. PENETRATION INTO WOOD. F-(303)928-511a 1/4"TAPCONS 1 1/4"MIN. EMBEDMENT -- (FOR MAX.ANCHOR SPACING AND NUMBER INTO CONCRETE THROUGH 1" B`(WOOD BUCK = OF ANCHORS REFER TO ELEVATIONS AND r OR NON SHRINK NON METALLIC GROUT DESIGN PRESSURES CHART ON SHEET 1 OF 6). O z (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR JAMBS. XI OF ANCHORS REFER TO ELEVATIONS AND v w. •r DESIGN PRESSURES CHART ON SHEET 1 OF 6). Ni TYPICAL FOR JAMBS. Q ., O • N DETAlLE2 aU Q ATTACHMENT TO WOOD O QqQ � DETAIL El A ATTACHMENT TO CONCRETE v] � U 1/M MAX 1/4`SNS THROUGH METAL. SHIM SPACE Q (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. O x 1/4' SMS THROUGH METAL. MIAMI–DADE COUNTY APROVED (FOR MAX. ANCHOR SPACING AND NUMBER MULLION. (UNDER SEPARATE APPROVAL) OF ANCHORS REFER TO ELEVATIONS AND Q �� DESIGN PRESSURES CHARS ON SHEET $ = 1 OF 6). .�N I i --—————— g TYPICAL FOR JAMBS. � E I I tib W I I� I I ------- •• 000 • • • • • •• DETAIL E3 s rc ————— • . ••• • • .AAACHMOT TO MRfAL STRUCTLTIIP N L—J I • •• • • • • •.• (STEEL OR ALUM. 1/8-MIN.THICKNESS) g N • • • • • • • • • k+ , •• ••• •• • • • •• C .- N DETAIL E4 L�j ATTACHMPNT TO MULLIONS DETAIL kPl6iftc1cmirot DRAWING 0.. • . orids 64 d ng DATE:07-21-06 (x—7A^14 SCALE:1/2'-1* TYPICAL JAMB SECTIONS FRANCISCO HERNANDEZ SHEET 4 OF 6 FLORIDA PE # 51393 • • • • • • • • • • ••• • • • ••• • • :::::::::::::::12 ::. ,3 ,2 .:..:....::::......... 13 4 9 15 15 9 Sunshine Windows 6 17 17 H metlufactwk 9,Inc. 1745 W.33rd Pbw HW",Flax.31012 ------- ---- _'--- ------- Ph:(306)104-9952 Fmc(305)828-5116 3/4'X 3/8'STEEL BAR O 11 tO 10 11 WINDOW WIDni 3 C45 HORIZONTAL SECTION(XOX) O � o � � U `n 4 OA, w_ O O 8 18 x 0 Z 3 „ m � 3 O 78 &n � 2 h E (2) 2- HOLES ME] H VERTICAL SECTION .. ... •• WITH SILL RISER 0 0 N . .. . . . . ... . .. ... .. . . . .. 2 •- N RODUCI'RBYISED DRAWING No. • ••• • • • cdmplyiop wm ft Florida . • HR08-02 • • • • • + • ••w • No .� •• • • •• • • • • • • DATE:07-21-08 .. . . • ,�_za^ 4 a FRANCISCO HERNANDEZ �5 OF e FLORIDA PE IS 51393 goo goo 0 • • • • • • • • • • ••• • • 0 •+. 0 0 ed MATERIAL LIST `.. - ITEM M PART I RHQD. DESCRIPITON MATORIAL 1.826---I Sunshine Vmdas 0.612 1 SW-019 1 FRAME HEAD 6063-T5 Manufacturing,W.33d Inc. � 0.304 1746 W.33rd Place 2 SW-019 1 FRAME SILL 6083-T5 0.39�5J`�,��1 0.050 Hideoe.Fronde 33012 1.875 Ph:(305)354-9952 3 SWxxx21 1 INSERT TRACK 8083-T5 -N21251 1.2x0 4 SSW-101 AS ROD IMPACT GLAZING BEM 6063-T6 0 'ILL' 1 5 SW 012 2/VENT SLIDER TOP/BOTTOM RAIL 8003-T5 0.812�— O 6 SW3019 AS ROD FIN SEAL PILE FELT IMPACT GWL44 6WFIXED MEETING RAIL MOVING MEETMIC RAR SSW-101 SW-40111 SW-017 7 SWI 520 AS ROD GLAZING TAPE FOAM 8063-TB 8083-T8 0083-75 a J 8 SW321W 2/VENT WHEEL BRASS 9 -017 1/VENT MOVING MEETING RAIL 8083-T5 x,000 10 SW4011i 2 FIXED MEETING RAIL 8083-T5 OS92 11 SW-AS AS ROD ASSEMBLY SCREWS /BXI-PH PH1LLP CRS 1.000 0.050 12 SW-013 2 JAMB 8063-75 13 SN-018 1 -4 0.810�-- 1/VENT MOVING SIDE RAIL 8083-TS 1.000 C/3 14 SW3257 AS ROD WEATHER STRIP BULB VINYL SLIDER TOP AND BOTTOM RAM. INSERT TRAGIC M0V9Xi SIDE RAM. 15 W-667 AS ROD LATCH ZINC SW-012 SW-XXX21 SW-016 6083-T5 8063-T5 6063-75 16 -S1 2/SILL RETX:ULATED FILTER FOAM 17 - AS ROD SILICONE DOW CORNING 899 18 W4077 , sMl RISER 6063-75 O oma x 2.750 1.750 1.250 1.437 3.062 GLAZING DETAIL I -L r 0� 1•50e 0.090' DUPONT BUTACITE PVB 2.000 2.077 1 1/8'HEAT 1/8-HEAT FRAME;�ANO257 FRAME JAMB SILL RISER Z� STRENGTHENED STRENGTHENED 8063-75 6063-T5 8063-T53/8"GLASS BITE £ F ,TE N . .. . . . . ... . SILICONE DOW CORNING 899 •• ••• •• • • • •• z° N 6�ildlvg - ISED DRAWING No. h 1de FWddd HR08-02 No DATE-07-21 24—&-cSCALE: •• • •• • • • FRANCISCO HERNANDEZ FLORIDA PE 51393 SHEET 6 OF 6 • • • • • • • • • • • •• •• • • • •• •• • •• • • • • ••• • • • • • • • • •• ••• 00 • • • ••• MIAMI- MIAMI-DADE COUNTY LWANUM 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) www.miamidade.sov/economy Sunshine Windows Manufacturing,Inc. 1745 W.331 Place Hialeah,FL 33012 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 thev_thlsdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Oade Cod&V Product Control Section that this product or material fails to meet the requirements of the applicable bu2k*g code. •• 0000 . 0000... . This product is approved as described herein, and has been designed to comply Wo the Florida Buildiag 0000" ; Code, including the High Velocity Hurricane Zone. 0000 0000 :*0990000.... DESCRIPTION: Series 111650(XO)"Aluminum Horizontal Sliding Window� 1t�I'L' .L �" "0 0 • 00.000 0000 00000 0000 APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Alu aaf Horilonfal2liding...:....' Window(XO)Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/98;faith the latest revision •, ••:•• "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Ftancis(.%HftandW 0 0 00 P. E., bearing the Miami—Dade County Product Control Section Revision stamp'with the Notice of••• Acceptance member and Expiration date by the Miami—Dade County Product Controf Section. • 0; 0 0 • MISSILE IMPACT]RATING: Large and Small Missile Impact Resistant ' R LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. 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 No. 12-0320.06 and consists of this page 1 and evidence pages E-1 and E 2, and as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-1204.11 =MIAMI-DAMECOuntTYtc9l� Expiration Date: April 10,2018 `J l IS Approval Date: May 14,2015 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/08, with the latest revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez,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, aid TAS 202-1940 9068:0 along with marked—up drawings and installation diagram of •§tuminppj;horizorogl.:.. sliding window,prepared by Fenestration Testing Laboratory,JPL,Test Reports No.'s •'..' FTL-5331, dated 09/18/07 and FTI,5015, dated 07/27/07; w 0 • ed Wd•sqaled $0.......... 0.. y ..••;•• Carlos S. Rionda,P. E. •••' "'• ":" ...... 0000.. 0000 0000. 0000 (Submitted under previous NOA No. 08-0107.08) ••• •• •• 0 0 0 0.:., • . . 0900.. C. CALCULATIONS 0000000 •• 0000.. 1. Anchor verification calculations and structural analysis, c®mpl�ying 4}tYBC ••; •; Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., ddted l I/09/14, 000 signed and sealed by Francisco Hernandez, P. E. •• • 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5" Edition (2014) and of no financial interest,dated.11/10/14,signed and sealed by Francisco Hernandez,P. E. 2. Statement letter of conformance to, of complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 12-0320.06 Jaime D.Gasc n,P.E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10,2018 Approval Date: May 14,2015 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Reports No.'s FTI-5331, dated 09/18/07 and FTI-5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 08-0107.08) G. OTHERS 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 Aluminum Horizontal Sliding Window—L.M.I.", approved on 05/17/12 and expiring on 04/10/18. . . .... ...... ...... .... ...... .... .... . . .... .... ..... ...... .... ..... .. .. .. . ...... . . . . ...... Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10,2018 Approval Date: May 14,2015 E-2 MAX. A [MAX.. DESIGN PRESSURES CHART-PSF _l ( HEAT STRENGTHENED LAMINATED IMPACT o� RESIST T GLASS IMPACT IMPACT m "` ANGLASS GLASS Sunshine Windows ANCHORDIMEN3 ON SCHEDULE HURRICANE S NOT REQUIRED ON E _ M Monu(acturing, Inc. --------- --------- ===oc 1745 W.33rd Place PER PER13/4"SILL 3"SILL = Hideeh,Flerlde 33812 WIDTH HEIGHT HEAD& Ph:(305)364-9952 SILL JAMB EXT. INT. EXT. INT. 3 � E Fox:(305)828-5118 28 1/2' 4 53.33 120.00 80.00 120.00 3 ===ecce== -------- --------- --------- 37" 28' 5 53.33 120.00 80.00 120.00 O0 het � G:+ 53 1/8' 6 3 53.33 119.30 80.00 119.3 \ FALSE MUNTINS (SURFACE APPLIED) a n 74" 8 53.33 90.0 80.00 90.00 B MAY BE USED 261/2' 4 53.33120.0 80.00 120.00 37' 3/e" 5 5 53.33 120.0 80,00 120.00 f 3 1/8 10" t 531/8' 8 53.33 95.50 80.00 95.50 MAX.' , Qz 74' 8 53.33 78.90 78.90 78.90 WINDOW WIDTH C 37" 5 53.33 104.70 80.00 104.70C TYPICAL ELEVATION (XO) 53 1/8.50 51W 6 6 53.33 88.40 80.00 88.40 CA74' 8 53.33 87.30 87.30 67.30 GENERAL NOTES:1,- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 37' 5 53.33 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND X0. ("1 ( 53 1/8' 63' 6 7 53.33 75.00 75.00 75.00 3. SHUTTERS ARE NOT REQUIRED. z ppp�yyy 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 62.00 62.00 62.00 N j 74' 8 53.33 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS H 24' 3 53.33 120.0 80.00 120.0 ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: O 36" 4 53.33 120.0 180-001 120.0 - CONCRETE STRENGTH Fo'28 - 3000 PSI MIN. x 48" 24' 6 3 53.33 120,0 80.00 120,0 - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. so" 7 53.33 120.00 80.00 120.0 - FILLED CMU Fm' - 2000 PSI MIN. 72' 8 53.33 90.00 80.00 90.00 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD a^ SPECIFICATION FOR PACKAGED DRY. 24" 3 53.33 120.00 80.00 120.0 8- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 36" 4 53.33 120.00 80.00 120.0 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE F �'+ ¢ y = 36 KSI MIN. �'•�, _ 4e' 3e' 8 4 53.33 120.00 80.00 120,0 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8 E ALUMINUM SHALL BE 6063-T6. 8 i.9 Y so' 7 53.33 99.90 80.00 99.90 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY A z , ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE v 72' 8 53.33 88.60 80.00 88.60 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 35' 4 53.33 100.40 80.00 100.40 12.- ALUMINUM I((��gLoI�T TH DISSIILA M TERUW SHALL BE PROTECTED (BY OTHERS) N a AS SPECIFXMN Tq F�ITJ(1A�2�4� 4B' 6 F5333 93.90 80.00 93.90 • • •• • • • • l 45" 6 GLASS: • •• • • • • ••• • a F so' 7 87.00 80.00 87.00 • • • • • • • • •0.340" OWRAL.L LAIYNATEDe%ASSAISINGPTWO LATS OF °72' 8 74.30 74.30 74.30 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER z 38- 4 53.33 FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF CLASS. RODUCTREVLSED DRAWING Ab. 90.00 80.00 90.00 LAMINATED BY TECNOGLASS OR SIMILAR, complying wLBt(he Florida 1. 6 53.33 87.00 60.0 87.00 Ndge HS08-D1 1. 7 ••• ••• ••• ••• • ••• Noso• 7 53,33 83.40 80.0 83.40 • • • • i • • ••• • • DATE:03-•• • • •• • • • • • • • _ 14-L72' 8 53.33 67.80 67.80 6780 • •• • • • • • • SCALE: 1 2'••• • •• • • • Pro art Cairo FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 1 OF7 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" 7 3 MAX. A MAXI ( IMPACT IMPACT \ :';`<+ .;'............'j•';;.'+ DESIGN PRESSURES CHART-PSF GLASS GLASS '- � Sunshine Windows HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS G7 RlcYah,Fbrido 37012 WINDOW ANCHOR HURRICANE PROCTECTION z C. p E Ph.(30a)Jp4-BB32 DIMENSION SCHEDULE IS NOT REQUIRED 3 Fpx:(J0a)828-a11e PER PER 13/4"SILL 3"SILL Z - --------- -------- ^ WIDTH FHOG- HEAD k3 ��"----- ---�---- --------- ------- SILL JAMB EXT. INT. EXT. INT. pp 0el pp 74• 38,3/8' 11 6 53.33 90.00 80.00 90.00 \ FALSE MUNTINS (SURFACE APPLIED) T/1 pC 74' so a/e• 11 8 53.33 90.00 80.00 90.00 n B MAY BE USED Q a CC 37' 6 53.33 90.00 80.00 90.00 13 1/8- 53 1/9' 63- B 9 53.33 90.00 80.00 90.00 MAX 7 74' 11 53.33 85.20 80.00 1 85.20 rA WINDOW WIDTH 72' 49' 11 7 53.33 90.00 80.00 1 90.00 Q� H M12: 7 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (XO) a W99 53.33 90.00 80.00 90.00 eo' GENERAL NOTES: �11 53.33 90.00 80.00 90.00 [� 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). � V 2.- CONFIGURATIONS OX AND XO: 3.- SHUTTERS ARE NOT REQUIRED. TW O 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD a^ SPECIFICATION FOR PACKAGED DRY, N 0 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0,55 OR GREATER DENSITY, n 2o 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 0 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. _ - 11.- IX OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN COW'AOf•YNTH•D19SIMILAR MATEINALS46HALL BE PROTECTED (BY OTHERS) w AS SPECIFIED-.IN FBC 51ii eD1T1.ON.2014 GLASS: • • • • • • • • • 0.340" OVERARILAMIAAM GLM USIAG TOO ft?t3F a 0.125' HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LFTES OF GLASS. PRODUCTREVISED DRAWING No. LAMINATED 81 TECNOGLASS OR SIMILAR. a complying WWI Find& ••• • • Building Code HS08-01 • • • • • • • • • • Acoepinn sNo • • • • • • • ••• • • �O• DATE:03-14-08 •• • • •• • • • • • • • 1,1-18- • •• • • • • **4 gY SCALE: 1/2"-l" •• • •• • • Ni P1BductOonhp FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 7 see a • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • O O ............................... 12 13 9 15 1a Sunshine Windows 20 Manufacturing, Inc. 1745 W.33rd Ptxe a IlpNah,Mddo 33012 Ph:(30.5)384-9982 21 2D F—(308)828-81,8 0 22 10 19 0 WINDOW WIDTH HORIZONTAL SECTION F' 11 � d O ' O CS 208 B N 3 HOLES ,7 m 3 o 3m I 9 O \ 16 3 In t F iv B (2) 2' E 2 VERTICAL SECTION z (2) 2� HOLES t7• • 000 • • WI 7�l`I SILL RDISER N ~ • 0.: • • VERTICAL SECTION IRODUCTREIVISED DRAWING No. eomp,yhws with the Florida • ••• • 911d,ngCoao HS08-01 • • • • • .0. • .6. oorFtance No • • • • • • • ••• • • etc DATE:03-14-08 7•• • • •• • • • • • • • Q'L� SCALE: 1 2'T i • •• • • • • • e imel adeProductContm •• • •• • • • FRANCISCO HERNANDEZ SHEET 3 OF 7 FLORIDA PE # 51393 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATERIAL LIST MATERIAL LIST ITEMp PART# REQD, DESCRIPTION MATERIAL ITEM. PART# READ. DESCRIPTION MATERIAL 1 SW-019 i FRAME HEAD 8083-T5 13 SW-018 1 MOVING SIDE RAIL 6063-TS 2 SW-019 1 FRAME SILL 6083-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL Sunshine Windows 3 SWxm21 1 INSERT TRACK 0063 TS 15 SW-667 AS ROD LATCH ZINC Manufacturing,Inc. 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 6083-T5 16 SW-S10 2/SILL RETICULATED FILTER FOAM 1745 W.33M Plea 8 SW3019 AS ROD FINRloMoh.Fbrlde 33012N SEAL PILE FELT 17 SW40771 1 SILL RISER 8083-T5 Ph:(305)364-9052 8 SW321W 1 2 WHEEL BRASS 18 SW-014 1 JAMB TO FIXED PANEL 8083-T5 Fox:(305)828-5116 9 SW-017 1 MOVING MEETING RAIL 6063-T5 19 - AS ROD SILICONE PEC.-895 0 10 SW40111 1 FIXED MEETING RAIL 6083-T5 .20 SW-101 AS ROD IMPACT GLAZING BEAD BOB3-TB 11 SW-AS AS RQD ASSEMBLY SCREWS 8 X 1" SMS. 21 SW-STL 1 3/8"X 3/4" FLAT BAR STEEL C/] 12 SW-013 1 JAMB TO MOVING PANEL 8083-T5 22 SW-AS 4 ASSEMBLY SCREWS B% 2 1/2"SMS, O Q 0.812 I---1.525 T a.oso 0,050 7 F 0.062 T 0.394 O Ft 1750 � 1.075 � I I � �- z.12d� I a ,sso0.391, '^ v� 1 aI}a ,.437 7- 0.812 °.7so W 0.812 I- 1.312 0.887 I GLAZING BEAD W Q 2.077 ^ SW-101 (Ta jF21 FIXED MEETING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL 8083-T5 T/1 SW-40111 SW-017 SW-014 SW-013 6063-T5 6063-T5 6063-T5 6063-T5 0.076 x 2.7 O.OB2 0.592 1.6780 3.082 1.00° --•0.050 L ,.soeo a.7aG •1- —L'IL - 0.8101- 2.00 1.0000 — L FRAME HEAD AND SILL MOVING SIDE RAIL SILL RISER INSERT TRACK W Z SLIDER TOP AND BOTTOM RAIL 110-019 SW-016 SW-40771 SW-012 z 8083-TS 8083-T5 8083-T5 SW-3-x21 g 8083-T5 8083-T5 {870 � N RODUCP REVISBD complyl0g wit�h the Florida �// DRAWING No. • ••• • • • • uxelhpw=No 14 0FF. HS08-01 • • • • • • • ••• • • °t0 PDATE:03-14-08 •• • • •• • • • • • • • -2',r- T • •• • • • • • • �1et0I Dade ProdOa. Olero SCALE: 1 2"-1" •• • •• • • • FRANCISCO HERNANDEZ SHEET 4 OF 7 FLORIDA PE 111 51393 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 2 1/2" MIN. I 2 1/2" MIN. 1" 1/4- ULTRACON 1 1/2- MIN. PENETRATION INTO WOOD. 1/4` ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY MINN.. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS / THROUGH 1 BY WOOD BUCK. ON SHEETS 1 OF 7 AND 2 OF 7) _ \ \ ? , (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS TYPICAL FOR HEAD. ''•• ne REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ............... ... • •' a1 : ' ON SHEETS 1 OF 7 AND 2 OF 7) Sunshine windows f • �• TYPICAL FOR HEAD. — � 2 BY WOOD BUCK BY OTHERS. MBRU(OCtUfIR9 Inc. •.�x• MUST BE PROPERLY ATTACHED TO 1745 W 33rd Plam TRANSFER GLAZING SYSTEM LOADS H Nh.FWdo 33012 W TO THE STRUCTURE. SHALL BE APPROVED Ph:(306)364-9952 NDOWBUILDINSTALLATION.ING OFFICIAL PRIOR TO Fox:(305)026-5116 y0 1 BY WOOD BUCK BY OTHERS, MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS V] TO THE STRUCTURE SHALL BE APPROVED Q� BY BUILDING OFFICIAL PRIOR TO a WINDOW INSTALLATION. DETAIL A DETAIL D ATTACHMENT TO MASONRY ATTACHMENT TO WOOD 0 vt � v7 1/4- SMS THROUGH METAL. Q (FORMAX. ANCHOR SPACING AND NUMBER 150) OF ANCHORS REFER TO ELEVATIONS AND [�] DESIGN PRESSURE CHARTS ON SHEETS P�41 1/4-SMS THROUGH METAL, 1 OF 4 AND 2 OF 4).TYPICAL.FOR HEAD. O 1" (FOR MAX.ANCHOR SPACING AND NUMBER 1 �y OF ANCHORS REFER TO ELEVATIONS AND MIN. MIN. DESIGN PRESSURE CHARTS ON SHEETS MIAMI—DADS COUNTY R 1 OF 7 AND 2 OF 7). — ——�—MULLION. (UNDER SEPARATE APPROVAL) ED TYPICAL HEAD. N x< N Z 7 0 N Y •• ••• •• • • •• DETAIL C DETAIL C 1 $ N ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION PRODUCT REVISED DRAWING No. (STEEL OR ALUMI. 1/8-MIN. THICKNESS) • ••• • • • • complyingwlUlthe 1,lotl40 . . . . . . . • . Building Code 1 HS08-01 Awcplfneg".t •• • • 0.: • • • • • • • DATE:03-14—OB TYPICAL HEAD WCT�i(LSNS ..• ••• ••• Br u—to-1 SCALE: , 2"-1- FRANCISCO HERNANDEZ SHEET 5 OF 7 FLORIDA PE 11151393 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ............... ............ Sunshine Windows 1w 9 N MonufactuOng,Inc. 1743 W.33rd Plow° RFFI Mdwh,FI'Ido� 33012 N� Ph: (306)364-9882 x \ Faa:(308)628-8116 N d ..;� ',.•f'y,'i••t'f'•t'�� 3/4"MAX.NON-SHRINK GROUT .i .. ♦ .'. , -'c OR I'BY WOOD BUCK °• N 2 BY WOOD BUCK BY OTHERS. < \ z . a• �•d• Z` ' ' MUST BE PROPERLY ATTACHED TO Ci . • M E' •a ••.. ♦ TRANSFER GLAZING SYSTEM LOADS T/] N ...' '♦ ♦ TO THE STRUCTURE.SHALL BE APPROVED C/) a' BY BUILDINfi OFFICIAL PPoOR TO �• !1 r . •' '�' 2 1/2" MIN, 2 1/2" MIN. T., WINDOW INSTALLATION. 2 1�2" MIN. 2 1/2" MIN. MIN. 1/4'SMS 1 1/2' MIN. PENETRATION INTO WOOD, 1/4"ULTRACON 1 1/4"MIN. EMBEDMENT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND INTO MASONRY THROUGH 1' BY WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS OR NON-SHRINK NON-METALLIC GROUT H 1 OF 7 AND 2 OF 7). 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR SILL. :rn^� (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY, DETAIL D DETAIL E DETAIL F !(^WJLJ( ( ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD O x o � MIAMI-DADE COUNTY APROVED N o -,/---MULUON. (UNDER SEPARATE APPROVAL) r1N. y1/4' SMS THROUGH METAL. 1 1/4' SMS THROUGiOMETAL.••• • • ••• • • .00 a (FOR MAX. ANCHOR SPACING AND NUMBER I MIN. FOR MAX. ANCHORS ACING AMD NUMIR • • • • • p ao OF ANCHORS REFER TO ELEVATIONS AND OF ANCHORS REFER uT-O�ELEVRI NS•ANP • • ••• • I DESIGN PRESSURE CHARTS ON SHEETS DESIGN PRESSURE G•l�`,u j1aHEf • • • • • • 1 OF7AND 2OF7). 1 OF7AND 2OF71. • • • o .. a TYPICAL FOR SILL. TYPICAL FOR SILL. _ DETAIL G DETAIL G 1 RODUCf REVISED DRAWING No. ootnplyi ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION • ••• • • uNdht{oob n`with the Florida HS08-01 (STEEL OR ALUM. 1/8" MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) • • • • • • • tam o ( •• i • ••0 0 0 • • • r 11-1 8�1 DATE:03-14-OB • •• Y U��• SCALE: 1 2"-1" TYPICAL SILL SECTIONS •• ••• • • �� FRANCISCO HERNANDEZ SHEET 8 OF 7 FLORIDA PE # 51393 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. -2 By WSHIM SPACE MUST BEOPROPERLBUCKY ATTACFIED TO • TRANSFER GLAZING SYSTEM LOADS 1/4"MAX. •; �� TO THE STRUCTURE. SHALL BE APPROVED SHIM SPACE BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ':•;:€:iiiiSi: r'�:(:::::'.: ., MIN. Sunshine Windows 1/4SMS1 1/2"MIN.PENETRATION INTO WOOD. Manufaduring,Inc. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER ELEVATIONS AND 1745 W.33rd Place 1 1/4 '- � DESIGN PRESSURE CHARTS ON SHEETS 1/4'SMS THROUGH METAL. Moloch,Florida 33017 FOR MAX.ANCHOR SPACING AND NUMBER Ph:(303)354-9952 MIN. 1 OF 7 AND 2 OF 7). OF ANCHORS REFER TO ELEVATIONS AND F°"(305).28-5118 1TO TASONRYPCONS 1 1/4'MLN. EMBEDMENT TYPICAL FOR JAMBS. DESIGN PRESSURE CHARTS ON SHEETS INTO MASONRY THROUGH A LIC WOOD BUCK z i OF 7 AND 2 OF 7). OR NON SHRINK NON METALLIC GROUT DETAIL I 3 TYPICAL FOR JAMBS. 0 Z (FOR MAX. ANCHOR SPACING AND NUMBER ATTACHMENT TO WOOD OF ANCHORS REFER TO ELEVATIONS AND w. •' DESIGN PRESSURE CHARTS ON SHEETS v) 1 OF 7 AND 2 OF 7). Q • +p TYPICAL FOR JAMBS. O N a DETAIL V ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8"MIN.THICKNESS) A � DETAIL H 1�r1 ATTACHMENT TO MASONRY GLAZING DETAIL ( 0.090" DUPONT BUTACITE PV13 � 0 1/8" HEAT 1/8"HEAT STRENGTHENED STRENGTHENED 1/4' SMS THROUGH METAL. O (FOR MAX.ANCHOR SPACING AND NUMBER x OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON'SHEETS 1 OF 7 AND 2 OF 7). 3/8'GLASS BTTE TYPICAL FOR JAMBS. (TIPICAL) MWAI-RADE COUNTY APROVED N TMULLION. (UNDER SEPARATE APPROVAL) r_, SILICONE PECORA 895 L GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF z 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER N FILM DUPONT BUTJkGITE•FW@, EN TE T#O JITES 01 GLASS. LAMINATED BY 1ECNOGLASS•OFM SI ILAB • • • •• L_j •• •� ••i i i•� •• ATTACHMENT TO MULLIONS DETAIL RODUCTREVLBED DRAWING No. atdl MO Lee �Oq,,, HS08-01 • ••• • • ceeptanceI.?i0 • • • • • 900• �Z01 DATE:03-14-08 • • • SCALE: 1 ••• • • ••• •• • _ Ck� 2 S l 2"-1" • • • A TYPICAL JAMB SECTIONS w4 uct control ••• •• •• • • • FRANCISCO HERNANDEZ SHEET 7 OF 7 FLORIDA PE A 51393 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 i t M IAM I-DADE MIAMI-DADS COUNTY 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) www.mlamidsdeaov/economy Sunshine Windows Manufacturing,Inc. 1745 W.331 Place Hialeah,FL 33012 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 gpplipable brigMg code...... This product is approved as described herein, and has been designed to comply avith.the Florida Building.' Code,including the High Velocity Hurricane Zone. ...... .... ...... DESCRIPTION: Series 112001" 8'-0"Outswing Aluminum French Door—L.Mt • :•••• ... .... . . APPROVAL DOCUMENT: Drawing No. FD01-13, titled"Series 2001 Alumilmm. rench*Reer-Impao-• Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revt$itm;111" dAeQ•Q1/20/t5,•• prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E.,behfing the*%atni—Dide County Product Control Section Revision stamp with the Notice of Acceptance number and�xp%ation dgJe.;; by the Miami—Dade County Product Control Section. •.•••- MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• .••;•. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availttblb'for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0109.06 and consists of this page 1 and evidence pages E-1 and E-2, and Green Sustainable Attributes(GSA)page G-1 as well as approval document mentioned above. The submitted docwnentation was reviewed by Jaime D.Gascon,P.E. NOA No.15-0204.05 NAMDAMECOUNTYIE Expiration Date: May 08,2018 Approval Date: April 23,2015 l� Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Is No.'s 14-0109.06 and 02-1104.03) 2. Drawing No. FD01-13,titled "Series 2001 Aluminum French Door- Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBG 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, Side-Hinged Door Systems, per FBC, chapter 24113.2.1,TAS 202-94 and per AAMA 1304-02 along with marked-up drawings and installation diagram of an.Alumi ,swin Glass Door, prepared by Fenestration Testing Laboratory;.Izic; Test 4teport No.•' FTL-7262,dated 05/15/13, signed and sealed by Marlin D. BriiM,P. P.�• ••••'• (Submitted under previous NOA No. 14-0109.06) ••••' • 2. Test report on: 1) Air Infiltration Test,per FBC, TAS 202-96...' •....' .....• 2) Uniform Static Air Pressure Test,Loading Ver;FBC jACS X202--94:••• 3) Water Resistance Test,per FBC,TAS 202-94 000090 4) Large Missile Impact Test per FBC,TA j*1df;94 ••�,;• 5) Cyclic Wind Pressure Loading per FBC,FAS 203-94* •• 6) Forced Entry Test, Side-Hinged Door Systems, per.MC chapter • 2411 3.2.1,TAS 202-94 and per AAMA 1304-02 '' along with marked-up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--3399,dated 08/16/02, signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NDA No. 02--1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 5th Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.15-0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer"expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 51h Edition (2014)and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01/28/15, signed and sealed by Francisco Hernandez,P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and a-filed by the Secretary of State. 3. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, issued, dted-12/05/13, signed and sealed by Francisco Hernandez,P.E. 000* (Submitted under previous NOA No. 14-0109.06) *;; ; S. Laboratory compliance letter prepared by Fenestration TestwJ aboratory, Inc.,-for • Test Report FTL-7262, dated 05/15/13, signed& sealed by Vvft D. B;Imp,P.E. • (Submitted under previous NOA No. 14-0109.06) ;;�� ;;�; ;;:*;;- 6. Laboratory addendum letter prepared by Fenestration Testjpjg..Dabordtprq,:Inc., Xar .. Test Report No. FTL-3399,dated 04/24/03, signed and sealld dpsgph C. Chan, P.E. •; (Submitted under previous NOA No. 02-1104.03) 0090" 7. Laboratory compliance letter prepared by Fenestration Testa%-aboratpxy, Inc.,�vr Test Report No. FTL-3399,dated 08/16/02,signed and sealed Joseph C✓Chau,P.E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 14-0109.06,issued to Sunshine Windows Manufacturing, Inc. for their Series"2001 French 8-Ft. Outswing Aluminum Glazed Door--L.M.12% approved on 05/08/14 and expiring on 05/08/18. 2. NFRC U-Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems"of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked-up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami-Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and .signed by Jose Sanchez, NFRC Certified Simulator-In- Responsible-Charge(CSIRC). (Submitted under previous NOA No. -14-0109.06)(21? Jaime D.Gosc n,P.E. Product Control Section Supervisor NOA No. 15--0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 E-2 Sunshine Windows Manufacturine,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) 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, Department of Regulatory and Economic Resources(RER), Product Control Section(PCS). (Submitted under previous NOA No. 14-0109.06) ID No. Simulation Report Product Glazing Components: G.8: G.9: No.: Description U—Value SHGC 01-00 3/16 Clear 1.07 0.57 0141 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 0143 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 Y]rL -7625 DDFR 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gray 1.07 0.41 01-07 1/4 Solex 1.07 0.43 03-00 1/8—SB60/0.090 PVB 1/8 clr. 1.03 0.32 04-00 1/8 Solar /0.090 PVB 1/8—SB60 1.03 0.31 05-00 1/8 Solar /0.090 PVB 1/8—SB70XL 1.03 0.27 (Submitted under previous NOA No. 14-0109.06) Le end Abbreviations: Description: 0000 PVB PolyVinyl Interlayer •00000 0000.. cir. Clear Glass :0000: • ; .... • SB60 PPG Solarban 60 or 70 @#2 Surface nTical, .. ••:• •••••• SB70XL PPG Solarban 60 or 70 @#2 Surface T ical... .. 0000.. (Subndlied under previous NOA No. 14-0109.06) 000000 0000 0000.. 0000 0000. .. .. .. . 0000.. 0000.. • 0000.. 0000.. • • � 0000.. .. 0000 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 G-1 SEE INTERLOCK CLUSTER GENERAL NOTES: 5" 12" 5" 12" DETAILS ON SHEET 2 OF 8 MAX 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). co 16to 1( I I \ 2. SHUTTERS ARE NOT REQUIRED. 3. REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. �S SunsWne Vindm 3 6 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE Mk1Imf0Ctu*'klc. 25 7/8/ 25 7/8r \ CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON nsa w.aka vbc2 SHEETS 3, 4 AND 5 OF 8. Nw.0k s 3w�z MAX, D.L.O. MAX. D.L.O. \ Fte(301,, -9962 WI TH W DTH \ n 5.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT Fox:(305)sm-3t 16 6 6 C APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE //\ LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. m &- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G 0.55 OF \ m o 15 0, CTI , GREATER DENSITY. O N T� l ,• / g 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY t� o \ 14 2S N, "\ WITH THE FOLLOWING REQUIREMENTS: A \\ \ / ro - CONCRETE STRENGTH Fc'28 a 3000 PSI MIN. V U \\ A - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT Z \ N A \ B A \� BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. W \ EV. - FILLED CMU Fm' - 2000 PSI MIN. W 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS g W \ THAN 1/8". ALUMINUM SHALL BE 6083-T6. N m 16 tO 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED ( (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). ►y 5" 12" 5" 12 16 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL W ^� MAX. MAX. MAX. MAX. CA EE CLUSTER DETNLS SHALL BE Fy - 36 KSI MIN. Q ON SHEET 2 OF 8 11.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS a" 37" 72" REQUIREMENTS OF FBC 5TH EDITION (2014), a MAX. DOOR FRAME WIDTH MAX. DOOR FRAME WIDTH 12.- COLONIAL MUNTINS CAN BE APPLIED. ELEVATIONS 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. 14.- USE NON-SHRINK, NON-METAUC HYDRAULIC CEMENT GROUT PER ASTM DESIGN PRESSURES C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. � MAX DOOR pppR LEAF DESIGN PRESSURE (PSF) n WIDTH � INDEX OF DRAWINGS FRAME HEIGHT (NOMINAL) EXT, (+) INT. (-) 1 OF 8 DOOR ELEVATIONS, DESIGN PRESSURES CHART, 3'-0" 77.13 77.13 0gs 0 GENERAL NOTES AND INDEX OF DRAWINGS. 8'-D, 2'-6" .00 89.13 z 2 OF 8 : INTERLOCK CLUSTERS DETAILS •• • • n• • 6'-D"• • 80.00 90.00 • 6'=8 •• •80.00 90.00 3 OF 8 : TYPICAL HEAD SECTIONS. •• • • a-8f a• ••• +•+WOR OCOR fEAF LN1ER•.f-0 SEE NOTE 11. ODUC1'RBvaW 510 4 OF 8 : TYPICAL JAMB SECTIONS. i utld"ops �� s 5 OF 8 TYPICAL SILL SECTIONS. FLUSH BOLTS: • • «a N9 DRAWING N6. r FD01-13 6 OF 8 : HORIZONTAL SECTIONS Qc INSTALLATION NOTES. ••• •91- TOTTAC Or 412 1 T ACT LEA::AND 2 AT INACTIVE • • • 7LT•QEq�At�p AT 91LLa0F•EAOH). ieml adeProduaCnror DATE:05/18/13 7 OF 8 : VERTICAL SECTIONS do MATERIAL UST. •• • • S 3- ALL POOR FLUGH BOLTS SMLL SE ENGAGED IN SCALE: N.r.s. 8 OF 8 CORNER DETAILS. •• ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN FRANCISCO HERNANDEZ ON CHART. FLORIDA PE # 51393 SHEET t OF e • • • • • • • • • • ............... .............. .............................. Sunshine Yr11kn Manulaciu(ing,Inc. 1745 W.33N won Hal.1%FWd.330t: DOUBLE DOOR DOUBLE DOOR `DOUBLE DOOR P^'(305)-31°+'9B52 CENTER LINE CENTER UNE / CENTER LINE F=(305)02E-51 to 4 — 1/4'0 ULTRACONS I 5 — 5/16'0 ULTRACONS II 4 — 1/4'0 KWN(—FLEX WITH 1 1/4' MIN. EMBEDMENT WITH 1 1/2' MIN. EMBEDMENT SELF DRILLING SCREWS INTO CONCRETE. INTO WOOD. I THROUGH METAL WITH MIN. 3THREADS F 4" 4 4" 4" 4" 4"l 4" 4" 4" 4 4" 4" SUBSTRATE.BEYOND THE O U U � z � a CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL 5 n o � ••• ••:INTR1RL0VV ULUSTERS DETAILS to camoft O with me FIOFku Z Buadly Code • • • • AcocptwmoNo DRAWING No. ••• •;' f . • • • • FD01-13 f• • • •• • • • • • • • disrtd oDATE:05/16113 .tk to tci • •• •• • • • 61^z0^Ir v• • SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 8 • • • f•f • • fff • • 2 1/2" 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4"0 KWIK FLEX SELF DRILLING MIN, EMBEDMENT INTO CONCRETE. 2 1/2" EMBEDMENT INTO CONCRETE. SCREWS THROUGH METAL EDGE DISTANCE FOR MAX. ANCHOR SPACING SEE MIN FOR MAX. ANCHOR SPACING SEE WITH MIN. 3 THREADS BEYOND ELEVATIONS ON SHEET 1 OF 8 AND ELEVATIONS ON SHEET 1 OF 8 AND 1" THE SUBSTRATE. CLUSTER DETAILS ON SHEET 2 OF 8. EDGE DISTANCE CLUSTER DETAILS ON SHEET 2 OF 8. MIN. FOR MAX. ANCHOR SPACING =- E.D. SEE ELEVATIONS ON SHEET 1 OF 8 1 AND CLUSTER DETAILS ON \Z a SHEET 2 OF 8. Sunshine VindBNs All :n�1" BY WOOD BUCK BY OTHERS MUST BEPROPERLY SEALED ANDANCHORED TO 4T!TRANSFER LOADS TO THE STRUCTURE AND I (APPROVED BY BUILDING I I METAL STRUCTURAL MEMBER 8 �G 7/8" MIN. 7/8" MIN. OTHERS SHALL BE MINIMUM 18 I I FLUSH BOLT OFFICIAL PRIOR TO I I FLUSH BOLT I I GAUGE AND SHALL WITHSTAND r� H I I ENGAGEMENT DOOR INSTALLATION. I I ENGAGEMENT I I ANCHOR SHEAR FORCES. V V I I INTO FRAME I I INTO FRAME I I INSTALLATION SHALL BE Z dr THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" I I APPROVED BY BUILDING HOLE. HOLE. OFFICIAL PRIOR TO DOOR INSTALLATION. OC W EXTERIOR INTERIOR EXTERIOR • INTERIOR EXTERIOR INTERIOR d ( ATTACHMENT TO CONCRETE ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. THROUGH I X WOOD BUCK WITHOUT WOOD BUCK 1„ 1. MIN. 1/4*0 KWIK FLEX SELF DRILLING MIN. a E.D. �-� SCREWS THROUGH METAL MIAMI—BADE COUNTY WITH MIN. 3 THREADS BEYOND APPROVED MULLION. THE SUBSTRATE. iv WOODEN STRUCTURE OR 1/8" MN. THICKNESS. FOR MAX. ANCHOR SPACING \ 2 X WOOD BUCK (BY OTHERS). (UNDER SEPARATE NDA) SEE ELEVATIONS ON SHEET 1 OF 8 WOOD BUCK MUST BE PROPERLY AND CLUSTER DETAILS ON ATTACHED TO TRANSFER GLAZING SHEET 2 OF 8. SYSTEM LOADS TO THE STRUCTURE n 1/4" N WITH 1 1/2" AND APPROVED BY BUILDING x MIN. EMBEDMENT INTO WOOD. =d OFFICIAL PRIOR TO WINDOW FOR MAX. ANCHOR SPACING SEE ti INSTALLATION. Z ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. TI I I 7/8" MIN. FOR CLUSTER USE 5/16�1� ••• • • I I FLUSH BOLT ULTRACON WITH 1 1/2i • • • 1 • ••7/8" I1I III I • •• MIN.ENGAGEMENT MIN. EMBEDMENT INTO WOOD. (• INTO FRAME •• FLUSH BOLT JfNGAGEMENT THROUGH 1X 5/8" •• ••: �q+ roor ••INTO FRAMECT REVISED z° HOLE. THROUGH 1" X 5/8" complyhwwhhmaNlorWa INTERIOR EXT E R I O R I I HOLE. "adlas°oNa / DRAWING No. EXTERIOR •�• FD01-13 T I •• INTF.RJOR °" zo�g TYPICAL HEAD SEC' 10iS . •. ••• • • 1CoMrol DATE:85/16/13 . . . . • •• • • • • • 01 _` SCALE: N.T.S. ATTACHMENT TO MULLION ATTACHMENT TO"OOD FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEEP 3 OF Ti ••• • ••• • • • •• •• 1" X WOOD BUCK BY OTHERS MUST BE 1/4" SHIM PROPERLY SEALED AND ANCHORED TO MAX. (NP) - TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR -- APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS) ' a e DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY ° 1/4"t/} ULTRACON WITH 1 1/4' MIN. ATTACHED TO TRANSFER GLAZING ManufDCt19Wn$k. SYSTEM LOADS TO THE STRUCTURE O 1745 W.33rd Pl rA EMBEDMENT INTO CONCRETE. AND SHALL BE APPROVED BY h.W44 33312 a FOR MAX. ANCHOR SPACING SEE ELEVATIONS WINDOW INSTALLATION w,:(305)x4-9932 ON SHEET 1 OF B. BUILDING AL PRIOR TO _ r..(305)023-51 ie 1 1/2" 'MIN-. INTERIOR 1/4.0 ULTRACON WITH 1 1/2" MIN. INTERIOR MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ° ELEVATIONS ON SHEET 1 OF 8. 'M H MIAMI-DARE COUNTY ` z oL ° APPROVED MULLION ' azo (UNDER SEPARATE NOA) �" F C-4 ° 1/4' SHIM EXTERIOR EXTERIOR z d 1/4^gyp KWIK FLEX SELF DRILLING w ° „. MAX. (TYP) SCREWS THROUGH METAL WITH MIN. ATTACHMENT TO WOOD C ' 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE C (J► W ELEVATIONS ON SHEET 1 OF 8. METAL STRUCTURAL MEMBER BY P1 OTHERS SHALL BE MINIMUM ATTACHMENT TO CONCRETE 1/4- SHIM 18 GAUGE AND SHALL WITHSTAND THROUGH I X WOOD BUCK INTERIOR ' ( ) ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED W F BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. O 1/4.0 KWIK FLEX SELF DRILLING z d SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE 1/4-0 ULTRACON WITH ELEVATIONS ON SHEEP 1 OF 8. 1 1/4' MIN. EMBEDMENT 1/4" SHIM O EXTERIOR e INTO CONCRETE. MAX. (TYP INTERIOR FOR MAX. e ° SEE ELEVATIONSOONSPACING ATTACHMENT TO MULLION SHEET 1 OF 8. �+ " 9 CA zLd 'MIN. INTERIOR ��W EXTERIOR a " ATTACHMENT TO METAL STRUCT. ` W N Q ' ODUCTMVISM Z .- �5 8 4. EXTERIOR TYPICAL JAMB SECTIONS ,alb`& 1°300 15 DRAWING NO. No ••• . • . FD01-13 d' • • • • • • • ••• • • Ai3mi Oonto DATE:05116/13 ATTACHMENT TO CONCRETE .. .. a_moo_ WITHOUT WOOD BUCK ••• SCALE-. N.T.S. FRANCISCO HERNANDEZ FLORIDA PE g 51393 SHEEP 4 OF 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION 13Y Sunshine Windows HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS. MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. mmdadllr�lg,k. NON SHRINK, NON METAUC I I NON SHRINK. NON METALIC I I 1745 W.aka Moe. PER ASTM C1107. I I PER ASTM C1107. I I t6dwe naaa M2 ft-(x5)!64-9954 I I I I F—(-1W)326-5,i6 EXTERIOR i i INTERIOR EXTERIOR i i INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). 1I I1 °a III WOOD BUCKS MUST BE 7/8" MIN. t 1 ° I PROPERLY ATTACHED TO E-4 TRANSFER GLAZING SYSTEM a' 4 FLUSH BOLT IF n ' ENGAGEMENT ° LOADS TO THE STRUCTURE AND INTO FRAMEa 7/8" MIN. APPROVED BY BUILDING A THROUGH 1" X 5/8" ° ° ' ° FLUSH BOLT OFFICIAL PRIOR TO WINDOW HOLE. a ° a ENGAGEMENT C4 ' INSTALLATION H \ 1/4"o ULTRACON WITH 1 1/4" MIN. 1 ROUGH 1" X 5/8"O FRAME \� 'z d EMBEDMENT INTO CONCRETE. HOLE W Qy c° e ; FOR MAX. ANCHOR SPACING SEE $ fp=4v i5� •4 ELEVATIONS ON SHEET 1 OF 8 AND N ° CLUSTER DETAILS ON SHEET 2 OF 8. 1^ \—. 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. ATTACHMENT TO CONCRETE MIN. EDGE DIST. to FOR INTERLOCK CLUSTER USE 5/18"CEJ ULTRACONS WITH 1 1/2' MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON rA SHEET 2 OF 8. ATTACHMENT TO WOOD 9 O METAL STRUCTURAL MEMBER BY GLAZING DETAIL OTHERS SHALL BE MINIMUM HIGH STRENGTH GROUT. 18 GAUGE AND SHALL +� MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL 0.090" PVB INTERLAYER PER ASTM C1107. I I BE APPROVED BY BUILDING1/8" HEAT BY E.I. DUPONT. OFFICIAL PRIOR TO DOOR II INSTALLATION. STRENGTHENED 1/8" HEAT EXTERIOR II INTERIOR GLASS STRENGTHENED a GLASS � EXTERIOR ARCHITECTURAL PERIMETER TRIM 1/2" GLASS BITE (OPTIONAL) o 7/8" MIN. (MINIMUM) FLUSH BOLT SILICONE •7fYn ENGAGEMENT PICAI;siLi,SECTIONS DOW CORNING 899 INTO FRAME --1/4"0 KWIK FLEX SELF • • •• • • • • • N THROUGH 1" X 5/8" DRILLING SCREWS THROUGH • S HOLE. METAL WITH MIN. 3 THREADS ••' • ' ••• ••• BEYOND THE SUBSTRATE. oDUcrRsvlsen $ FOR MAX. ANCHOR SPACING as0D1npy'ywithdw"'Xiam oildloQ Code 1" SEE ELEVATIONS ON SHEET 1 OF 8 AND f1RAwING No. IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF & ••• • • • • _ IA FD01-13 • • • • • • • ••• • • „� f ua —.� O1— f DATE'�3 ATTACHMENT TO METAL •• 2A • •• • • • • • • SCALE, H.T.S. •• • •• • • • FRANCISCO HERNANDEZ FLORIDA PE / 51393 SHEET 5 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 15 2 B INTERIOR 2 Sunshine Window: Sun�►ine Windows e mnfocwmg,Inc. 3 5 12 5 6 1 7 6 5 1 S 3 1745 W.33rd Palos Meek Flo"33012 Ph:(30sNs4-9052 Foe:(305)828-8118 �i O E"1 o a � A� 6 EXTERIOR O rOV. c 6 REA a DOUBLE DOOR FRAME WIDTH U awdl INSTALLATION NOTES o 1.- FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON NCS SHEET 1 OF 8. 2.-FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE 4 2 SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, fA [-� 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 2 INTERIOR B 0 1 X WOOD BUCK USE 1/4"0 ULTRACON BY ELCO B 13 5 12 S 6 WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. , cT- 4.- FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR 'o 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO B WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND O +6 EXTERIOR O o 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) g 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) SINGLE DOOR FRAME WIDTH ' a OR ALUMINUM MEMBERS (1/8' MIN. WALL THICKNESS) •• •• • • • • • •• n USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. • • • • • • s • d • •• • • • • ••• • r 7.-USE HIGH STRENGTH, NON SHRINK NON METALLIC • • • • • • • • • � b GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND •• ••• •• • s • •• THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. i UCI REVISED complylns vv"60 monde DRAWING No. H0RlLZM4TAj,•$9E•TIO TS •• �ldloS C FDO 1-13 • •• • • • • • • • DATE:05/18[13 • • s •• • •• • • • p 01'20^ SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF e • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L MATERIAL LIST No PART QTY PART DESCRIPTION MATERIAL IGAS-48913 1 FRAME HEAD 6063-T6 SEE NOTE 1 2 CAS-48912 2 FRAME JAMB 8063-T8 Sunshine Windows ON SHEEP 7 OF 8 S 3 GAS-46915 1 FRAME SILL 6063-76 Manufochuing,Inc. 4 GAS-46914 4 PANEL TOP AND BOTTOM RAR. 6083-T5 1745 W.33rd Placa 6083—TB Hld.h.FWWM 33012 5 GAS-46910 4 PANEL STILE Ph:(305)304-9952 6 GAS-46917 LEAVE/ LEAVE HINGE 6083-TS Fox:(305)aze-5ne 1 7 GAS-46916 1 ADAPTER 6083-T5 O 8 GAS-40928 AS REQ'D FLAT FILL COVER 6063-TS 1 3 1 0 9 CAS-46911 OPTIONAL PERIMETER TRIM 8063-T5 EEO r12 1LY73 AS REWD it 10 X 1" SCREWS GRADE S STEEL �i rA 1 6 I 1 1 1MB16 AS REQ'D f 10 X 1 1/2' SCREWS GRADE 5 STEEL O W SEALANT AS REQ'D DOW CORNING 899 SILICONEEXTERI0R I I 4 I NTE R I 0 R W33321 NK0020 AS REO'D ULTRA FIN WEATHERSFAL BY ULTRAFAB.187 X .320 POLYPROPYLENE RA-209OL3RZA93BP 1 LOCK (LATCH) ZINC V V RA-209DZlABBP 1 LOCK (DEAD BOLT) ZIell NC a 1i6 FLUSH BOLTS 2 /LEAFLUSH BOLTS Z INCSTEEL 2 LAMINATED L.M.I. RESISTANT GLASS 17 X109HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL C W (1/8" H.S. GLASS + 0.09 PVB + 1/8" H.S. GLASS) N r L.1 9 BY E.I. DUPONT :] 41 T/] 1 00 0o I` .078"[r D0 11 0 t 0 a I o 16 i i i 5.00 5.00 I 5.00 II 3 O O O O I I 1 10 1 III N 687" N p O n 0 ^T —3 0 62„ SEE NOTE 1 1.908" _I�'_I�UUI`� ON SHEET 7 OF 8 1 0 I q,Qp I 4.375 n VERTICAL SECTIONS lO� • •• • •p••• ••• O/}`0 •••r • • © O WF�cOOj o O 00 z NOTE: PRODUCPREVISED 1.- 7/8' MIN, FLUSH BOLT ENGAGEMENT. .3caapiy*4WILhdwFlorkh DRAWING No. 3�4 •:• ••• '• 557 ••• BalaAlogg C FD01-13 • as �• • • • • • *00 • • ' DATE:05/16/13 (R•t •• • '• • • • I�) CZC Ok 2-0— S `��' SE: N.T.S. •`•f • •• • E • vuaw adoProdmICon I FRANCISCO HERNANDEZ FLORIDA PE 111 51393 SHEET 7 OF e • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS TOP CORNER 2 # 10 BY 1 1/2" PH. ._::;fy:;k` zit:;: yY FLAT HEAD SMS Sunshine Windows Manufacturing,Inc. \ 1743 W. Platy HfoMah,Flotid.do 37012 Ph:(3D5)354-9952 Fox:(305)525-5115 F G ~ A � � wad4 N iA FLAT HEAD SMS/2° PH. (� t~ `aOC�7 � a e 2 # 10 BY 1" PH. PAN HEAD SMS \ U N BOTTOM CORNER BOTTOM CORNER •.. ..0 0 •.• DOOR PANEL CORNERS DOOR FRAME CORNERS •' ••6 0•0 ••. SCALE: NTS N 1v l 9 . 9 . . 9 9 .. ... .. O SCALE: NTS RODUCIREVI:SED DRAWING No. a comply wpb as Florida No • ••• • 9 • • Bu9dlcy ooec FD01-13 • • • • 9 9 9 • • 9 Actt • 9 9 • 9 9 • 00 9 9 9 DATE:05/16/13 99 • • 99 • • • 9 • • • O1^20^lt • 9 9 • • • • • 9 C[ SCALE: N.T.S. Soo • 9 9 • • • ;Aivol ado Produci omm FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 8 OF e 999 9 • • • 999 9 • • • 9 999 • • • • • • • 9 9 • • • • • 99 99 9 • • 99 99 999 • • • 999 • •