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WS-17-1734 Permit NO. WS-7-17-1734 �gN°mss y� Miami Shores VillagePermit Type:Windows/Shutters 10050 N.E.2nd Avenue NW Per -1'.tvw*Classification:Window/Door Replacem — Miami Shores,FL 33138-0000 Phone: (305)795-2204 Permit Status.;APPROVED FLpR1Dp' a issue Data- 12/27/2017 Expiration: 06/25/2018 Project Address Parcel Number Applicant 190 NW 100 Terrace 1131010230250 Miami Shores, FL 33150- Block: Lot: LUZ ELENA LERA L] Owner Information Address Phone Cell LUZ ELENA LERA 638 NE 97 Street MIAMI SHORES FL 33138-2471 Contractor(s) Phone Cell Phone Valuation: $ 4,300.00 ELTEC CONSTRUCTION &INVESTME (305)694-1080 (786)444-5703 Total Sq Feet: 0 Type of Work:CHANGING WINDOWS&DOOR Available Inspections: No of Openings: 16 Additional Info:CHANGING WINDOWS&DOOR Inspection Type: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-7-17-64493 DBPR Fee $3.90 07/06/2017 Credit Card $50.00 $233.50 DCA Fee $2.60 µ Education Surcharge $1.00 12/27/2017 Credit Card $233.50 $0.00 Permit Fee $260.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $283.50 i 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 assume 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. OWNERS 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 zo ing. Futhermore, I ut rize the above-named contractor to do the work stated. December 27, 2017 Authorized Sign re:Owner 11 Applicant / tractor Agent Date Building Department Copy December 27,2017 1 �s t t Miami Shores Village CFTX7�D Building Department �u� s 2017 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 — -- — INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 209- Soh BUILDING Master Permit No.( 6-14Aq 2 PERMIT APPLICATION Sub Permit No. WS Il - 1, 39 ZUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 190 NW 100th Terrace City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3101-023-0250 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):Luz Elena Lera Phone#:305-528-5552 Address: 190 NW 100th Terrace City: Miami Shores State: Florida Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �, t� L�hS�ru ,✓1 Phone#: 36s sd g C1�3 C Address: 5,460 N L_) Cit" tt City: M.oy'M State: Eloy'h(- Zip: 33 N I Qualifier Name: Phone#: State Certification or Registration#: 09,!f I-Q.7r y7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_TnU Square/Linear Footage of Work: Type of Work: ❑ Addition © Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: bnwS yAq I`. "aowS 4A &Qr Aj ' iii ca,�duw � Boars Specify color of color thru tile: ��` �� Submittal Fee$ Permit Fee$ 2/4S J-QD CCF$ CO/CC$ Scanning Fee$ Radon Fee$ �'� DBPR$ 3 O Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2,32 44, (Revised02/24/2014) J ..a i 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 s, TO OBTAIN FINANCING, CONSULT WITH YOUR1ENDER 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 nqAbe approved and a r spection fee will be charged. Signature Signature. OWNER or AGENT CONTRACT The foregPing instrumen as acknowledged before me this The foregoing instrument was acknowledged before me this ;• day of 20��, by day of l�h-e� 20 17�,by LaLRT4 who is personally known to //0 (� !� r 7/';1--,who is personally known to me or who has produced G as me or who has produced r as -r-,4 identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ,.�""'"'• (iLACYS C.PAZ Public-Stste of Florida Sign: /((✓ ` I n am ••y m pares Feb 18,2017 '=�+ •int:Comms .� �� S y Print: r •V A•' - N.SIMMONS 7hrouf�Ngkft Notary Assn. Seal: MrcoMMissaN#FFMu :t e EXPIRES.juyu xzb — 6> dTNuNowyPJ*umvAln APPROVED BY /vA / , Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Y'A "k, It. : JEFF ATWATER CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION *' CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW*" CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/26/2017 EXPIRATION DATE: 5/26/2019 PERSON: PHILLIPS ELROD FEIN: 270455737 BUSINESS NAME AND ADDRESS: ELTEC CONSTRUCTION & INVESTMENT LIQUIDATION GROUP, INC 2400 N.W. 98TH STREET , MIAMI FL 33147 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor Masonry NOC Concrete Work Incidental To Concrete or Cement Work- The Construction Of Private Floors,Driveways,Yards,or Residence Sidewalks and Drivers IMPORTANT:Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 Y t • MIAMI•QADE to j 5 n ` MIAMI-DADE COUNTY 5rD l PR UCT CONTROL SECTION DEPARTMENT OF REGULATORY A MIQ,ti O 805 SW 26 Street,Room 208 ,. BOARD AND CODE ADMINISTRAT ISIONO�Q.� T(7 315-2590 F(786)315-2599 NOTICE OF ACCEP A F� �0�� www.mfamidnde.aoy/economy r Sunshine Windows Ma ac in 1745 W.33 Place r Hialeah,FL 33012 r SCOPE: This NOA is being issued unde theme c W rules regulations governing,the use of construction materials. The documentation sub ee�r}cQ ewed and accepte&by Miami—Dade County RER— Product Control Section to be used i mss° County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 5CP _ • This NOA shall not be valid after the iration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miam�­Dade Co*1y)Feaserve •• the right to have this product or material tested for quality assurance purposes. It"t ICI Toduct'or material fails to perform'in the accepted manner,the manufacturer will incur the expense of 944 resting and toe AHJ ;• may immediately revoke, modify, or suspend the,use of such product or material 4ilgin•the'sr jurl%djetion. ..... . RER reserves the right to"revoke this acceptance, if it is determined by Miamil,I*9g4*% County.Product ..:..' Control Section that this product or material fails to meet the requirements of the ap1144%W6 building co$e. ••00:6 { This product is approved as described herein, and has been designed to comply with Lha Florida Building '. Code, including the High Velocity Hurricane Zone. 0 •, *000*0 000000 DESCRIPTION:Series"1650(XO)":Aluminum Horizontal Sliding Window—UYL11A APPROVAL-DOCUMENT: Drawing No. HSO"1, titled "Series 1650 Aluminum Horizontal Nleding ' Window(XO)Impact Resistant Glass", sheets 01 thrbugh 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., 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. - t 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 cliange 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 a t 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. t r 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 approvaf document mentioned above. r The submitted documentation was reviewed by Jaime'D.r ,P.E. P NOA No. 14-1204.11 WMIAM[k�DADE COUNTY *Expiration Date: April 10,2018 Approval Date: May 14,2015 _. (oil r Page 1 . 1 i f { Sunshine'Windows Mariufacturinz Inc. NOTICE OF'ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 08-0107.08) a 2, Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 01 througli 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'k'BC,TAS 202-94 • 3)Water Resistance Test,per FBC,TAS 202—gi••• •..' 4) Large Missile Impact Test per FBC, TAS 2014A• • 5) Cyclic Wind Pressure Loading per FBC,TA8.201-94. ;•• •. ' 6) Forced Entry Test,per FBC 2411.3.2.1, and T118 202-94 ••• along with marked—up drawings and installation diagram of an V�rninurn Xarontal...... sliding window,prepared by Fenestration Testing Laboratory,L,,Test Reports No.'s • 4 FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07,:signed anj ase gd by••••' Carlos S. Rionda,P. E. (Submitted under previous NOA No. 08-0107.08) .. C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11/09/14, signed and sealed by Francisco Hcrnandcz,P. E. 2. Glazing complies with ASTM E1300-04/09 y „. # D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 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`1 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, dafed 03/12/12, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 12-0320.0 i � 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 I 1 q h { I - Sunshine Windows Manufacturing,Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED i F. STATEMENTS 3. Laboratory compliance letter for Test Reports No.'s FTL-5331, dated 09/18/07 and FTL-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 R ' 1. Notide 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. :••• ...... t 600.09 •6000• 0000 .• 0 • 0 0 . . • ' 0060 • .. ...66 a { 6000 60600 • • 0000 690666' 6666.. • i • • 0 0 • • 0000•• 6 • • 000 , • 6 • 66..6• 00 0 • •• 1 I 7 9 t a t 11 6 . I E 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 6 I • ` i 1 Pr 3 1/s• 10' q MAX. _1 DESIGN PRESSURES CHART-PSF ( HEAT STRENGTHENED LAMINATED IMPACT o� IMPACT IMPS uo " "•'"''`"' ""'''`' RESISTANT GLASS GLASS GLASS �' SWISI1108 Won WINDOW ANCHOR HURRICANE PROCI'ECTION M �( �� • DIMENSION SCHEDULE IS NOT RRQUIRED --------- _� _=_- 1745 W.33rd P1ew - -- - -- --- rER& PER 13/4"SILL Y.SILL = I MdW4 RmNe 33012 WgTH HEIGHF JAMB (` p V E Ph:(305)36h9952 EXT. INT. E%T.- INT. O Far.(309)a2A-Stta 26 1/2' R53.33 0.00 80.00 120.00 Z _ �____ ❑.__-__ cc000c=_ - - 0- 037' 0.00 80.00 120.00 i,26' f53 t/t' "3 9.30 80.00 119.3 n ii I� FALSE MUNTINS (SURFACE APPLIED) = a rn 74' B. 0.0 80.00 90.00 B I MAY BE USED 4 ' 26 1/2' 4 53.33 120.0 80,00 120.00 3 1/8. I_10' Y 37' 5 53.33 120.0 80,00 120.00 . f`M M E'1 Ax 53 1/6' 3/a• "6 5 53.33 95.50 80.00 95.50 +- M � WINDOW WIDTH � � qz 74' 8 53.33 '78,90 78.90 78.90 p C rA 37' 53.33 104.70 80.00 104.70 TYPICAL ELEVATION (XO) b 1- 53 t/a'505/1-r6_ 6 53.33 88.40 80.00 88.40 ~ rA fm • GENERAL NOTES: rip 04 H 74' 53.33 67.30 67.30 67.30 l.- THIS PRODUCT MEETS THE REQUIREMENTS OF FOC 5TH EDITION (2014). p PG � U a7' 5 53.33 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND XO. 53 1/e' 63' 6 7 53.33 75.00 75.00 75.00 3.- SHUTTERS ARE NOT REQUIRED. T rA N 4,- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 1�,I 74' 8 1 53.33 62.00 62.00 62.00 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ~ 24' 3 53.33 120.0 80.00 120.0 ON SHEET 5 THRU 7. Q 6-1 CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT•.SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: �y 36' 4 53.33 ,120.0 80,00 120.0 - CONCRETE STRENGTH Fc 28 - 3000 PSI MIN. 4a` 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. } 60' 7 53.33 120.00 80.00 120.0 - FILLED CMU Fm' = 2000 PSI MIN. 72• 8 53.33 90.00 1 80.00 90.00 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD cWi SPECIFICATION FOR PACKAGED DRY. o 24• 3 53.33 120.00 80.00 120.0 _ B.- WOOD HOST STRUCTURE"SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. r'oV Z 36' 453.33 120.00 80.00 120.0 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. o: 8 y 48' 36' 6 4 53.33 120.00 80.00 120.0 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". i El ALUMINUM SHALL BE 6063-T6. z z 60' 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 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE 0 72- 8 53.33 188.60 80.00 88.601 AND SHALL BE APPROVED 13Y THE BUILDING OFFICIAL PRIOR'TO DOOR INSTALLATION. s D w 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL: BE PROTECTED (BY OTHERS) 3e 4 53.33 100.40 80.00 100.40 AS SPECIFIED IN FBC 5TH EDITION (2014). _ n rlo f• ••• • • • • j• •• o 48' 6 53.33 93.90 80.00 93.90 • • • • • • • • • 4e' 6 GLASS: • • •• • • • : •• o 80' 7 5333 87.00 80.00 87.00 • i a 0.340" OVERALL LAMINATED GLASS USING TWO LVS 4: : 1 • • • 72' 8 53.33 74.30 74.30 74.30 0.125• HEAT STRENGTHENED GLASS WITH A 0�p0" Ii6T4FdAYER✓t• • • •• - FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. RODULTREVISRD DRAWING No. 36' 4 53.33 g0.00 AlO LAMINATED BY TECNOGLASS OR SIMILAR. complyl.BwkhftMoride HS08-01 uiidiog Code „ 48'- 6 - 53.33 87.00 - •'-`•••" •" • 4a 4iO l4-IS-1 DATE:03-14-08' _ - - eo' 1 7 _ 60' 7 53.33 83.40 • • SCALE:72' 8 53.33 6780 •• • •-- d�ml de rt 0-* FRANCISCO HERNANDEZ • • •: FLORIDA PE # 51393' SHEET 1 OF 7 7' MAX. IMPACT IMPACT m ::`:' .....`:.....':_ DESIGN PRESSURES CHART-PSF GLASS GLASS Sunshlne M I Maluf9ct ' ,Inc. HEAT STRENGTHENED LAMINATED IMPACT � ________iL________ RESISTANT GLASS - --- --- - --- I�I�� � iw:dwitw�r0wo 3]012 en WINDOW ANCHOR HURRICANE PROCTECTION DIMENSION SCHEDULE ISNOT REQUIRED g C 411, E Fax:(3os)929-3119 PER 13/4"SILL 3"SILL z _________ _________ ________it--------- PER - -r_________ YADTH HEIGHF HF�W k 3 y� SILL EXT. IM. EXT. INT. op 74' 3a 3/a' 11 6 53.33 90.00 '^L II I FALSE MUNTINS SURFACE APPLIED O 80.00 90.00 ( ) MAY BE USED Q 74' so 5/9' 11 8 53.33 90.00 80.00 90.00 1-a 37' 6 53.33 90.00 80.00 90.00 1. 531/6- ea• 8 9 53.33 90.00 80.00 90.00 �Fy y74• 11 53.33 85.20 80.00 85.20 MAX a Q 72' 46' 11 7 53.33 90.00 80.00 90.00 ' WINDOW WIDTH C rA 4e' 7 53.33 90.00 80.00 90.00 TYPICAL ELEVATION(XO) �p 99• a9' 9 9 53.33 90.00 80.00 90.00 a F O GENERAL NOTES: 72' 11 53.33 90.00 80.00 90.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). d (� 2.- CONFIGURATIONS OX AND XO: Z Q 3.- SHUTTERS ARE NOT REQUIRED. 0 fCs�r 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. N 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. O 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:- 0 - 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. 3 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT'PER ASTM C1107/C1107M STANDARD ' SPECIFICATION FOR PACKAGED DRY. o r 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. _ V 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy - 36 KSI MIN. 80 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". 4 z 9 ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY, g k' gN ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED.BY THE GLAZING SYSTEM TO THE STRUCTURE v AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. n T 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) N AS SPECIFIED IN FBC 5TH EDITION (2014). � m 0 GLASS: • ••• • • • • • 1 I • o 0.340"OVERALL LAMINATED GLASS USING TWO 0 ° - r k 0.125' HEAT STRENGTHENED GLASS WITH A 011 I • • • •• z FILM DUPONT BUTACITE PV8, BETWEEN THE TTAA0 UTES.OF GLASS. PROvUCrR9VISED - DRAWING No. LAMINATED B •••Y TECNOGLASS OR SIMILAR. Bu11 Y 1h 0ePlondo HSOS-01 -' - '-_ - - - - -` - - • • • ding Code Acceptenm o r �O• GATE:03-14-08 • • • • _ l\-14-1 • • • • y SCALE: 1/2"�1' • • • �^� 4i ado od�tOo FRANCISCO HERNANDEZ • - •• • 0 • •' FLORIDA PE # 51393 SHEET 2 of 7 a ...................... . ... ............... . ............... ,.......... ............. ........... .......... @ ............. s 12 13 9 15 18 „. Sunshine Vh*ws 20 lAmfaclud% Inc. 1745 W.33M Mom rylowol:,f1Mda 33012 Ph:(305)184-9952 21 20 Pox{305)828-5118 Q 14 c d a 00 19 r WINDOW WIDTH HORIZONTAL SECTION QE� z ui W e cn = N �a7 17 0` zi z_ 8 s O ,B 3 B 2 M U 3 m 8 (2) 2'WEEP =W yyy HOLES J O O M 1B 3 2 \ VERTICAL SECTION Z z (2) 2- EP "' WITH SILL RISER .. ... .. . .. o°� 11 • •• • • • • ••• *1-1- •• ••• •• • • • RODUCF REVISED VERTICAL SECTION DRAWING No. °15p1yeV.�lutu,em°da. HS08-01 °Ilam$CP.olo 4 From PATE;03-14-OB - _ • • • • • • Q—L� 1/2'-1' • • • • ' • SCALE. •t • • • • '• • • .&MI a Product Control FRANCISCO HERNANDEZ • •• • • • • • • ••._ FLORIDA PE 51393 SHEET 3 OF 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• r MATERIAL LIST MATERIAL LIST ITEM# FART# REQD. DESCRIPTION MATERIAL ITEM PART# REQD- .DESCRIPTION MATERIAL 1 SW-019 1 FRAME HEAD 8063-T5 13 SW-016 1 MOVING SIDE RAIL 6063-T5 r y 2 SW-019 1 FRAME SILL 6063-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL •JUII ine Window; 3 SWxxx21 I INSERT TRACK 6063-T5 '15 SW-667 AS ROD LATCH ZINC UaamiLiting k 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 808345 16' SW-S10 2/SILL RETICULATED FILTER FOAM r 1745 W.33rd Pica _ K4404 Florida 33012 6 SW3D19 JAS ROD FIN SEAL PILE FELT 17 SW40771 'I SILL RISER 6063-T5 • Ph:(305)384-9952 8 SW321W 2 WHEEL BRASS 18 SW-014 1 JAMB TO FIXED PANEL 6063-T5 Fcx:(305)828-6118 9 SW-017 - .1 v MOVING MEETING RAIL 6083-T5 19 - AS ROD SILICONE PEC:-895 O^ 10 SW40111 1 FIXED MEETING RAIL 6063-T5 20 SW-101 AS ROD IMPACT GLAZING BEAD 6063-T6 11 SW-AS AS ROD ASSEMBLY SCREWS / 8 X 1'SMS. 21 SW-STL •` 1 3/8'X 3/4"FIAT BAR STEEL 3 .' 12 SW-013 1 I JAMB TO MOVING PANEL 6063-T5 - 22 SW-AS 4 ASSEMBLY SCREWS /8 X 2 1/2'SMS. o 0.812 1.825 0.050 T u o50 LJF0 F� o � 1.750 7L _1 1.875 O.Os2 L �-0394 � (1 . ,ni 51.250 . 1.437 - 0.395 . 2.125 GGG4rrr4iii 1 J� 0.812 1.31 0.667 2 L (may �—2.077 GLAZING EEAD ro W Q FIXED MEEDNG RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB,TO MOVING PANEL 6063-T5 O+ SW-40111 SW-017 SW-014 SW-013 N HH e 6063-T5 6063-T5 6063-T5 6063-T5 �Wy 0.078. x r 0.082 a. 1.00 y 1—F'0.592 2.7 1.8750 If��I' T '� L 3.082 � 1,��,050 � w a L I - ,.5099 0.750 a -�0.810 4- 2.00 . -,.DODO I- -� L _ �_EEp W Z W FRAME HEAD AND SILL MOVING SIDE RAIL SILL RISER INSERT TRACK +SLIDER TOP AND BOTTOM RAIL r 5' r * SW-019 SW-016 SW-40771 SW-xxx21 SW-012 8063-T5 6063-TS 8063-T5 6063-T5 6063-T5 w z rc A ; • ••• •• • • RdIb"REVISED compl7lo6 wM dw Worlds DRAWING No. R- laildlngCmk A - 04//�'►/( -HS08-01 o* planoa No 14 11 - DATE:03-14-08 „ •-. • • • • Twmi Dad ducRCoMm SCALED 1 2'�1" . •- • • • • • • FRANCISCO HERNANDEZ • •• • • • • • •• SHEET 4 OF 7 . •.. �•• • • • • • FLORIDA PE {j.51393 2 1/2" MIN, 2 1/2" MIN. 1/4" ULTRACON 1 1/2'MIN. PENETRATION INTO WOOD. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS 1/4- ULTRA(X)N t 1/4'MIN. EMBEDMENT INTO MASONRY MIN• REFER TO ELEVATIONS'AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2'OF 7) THROUGH 1 BY WOOD BUCK. TYPICAL FOR HEAD. • i (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS '>`'= • '' REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS S00ShI0C�Illf)OWS ' c4 ON SHEETS 1 OF 7 AND 2 OF 7) M .TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. MOOUIOCfu(",Inc. MUST BE PROPERLY ATTACHED TO nos w 33rd Placa TRANSFER GLAZING SYSTEM.LOADS HOwN FkAda 35012 TO THE STRUCTURE.SHALL BE APPROVED Ph:(305)364-9952 W W BY BUILDING OFFICIAL PRIOR TO (°x:(305)525—Stte � Y WINDOW INSTALLATION. H N n \� 4 0 y 7i i BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO 3 c TRANSFER GLAZ94G SYSTEM LOADS �- TO THE STRUCTURE.SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. DETAIL A DETAIL B " 7 F7 ATTACHMENT TO MASONRY ATTACHMENT TO WOOD -C) p � 1/4" SMS THROUGH METAL. - Q / (FOR MAX.ANCHOR SPACING AND NUMBER O OF ANCHORS REFER.TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS ` 1/4' SMS THROUGH METAL1 OF 4 AND 2 OF 4). 0 1" x 1" (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR HEAD. OF ANCHORS REFER TO ELEVATIONS AND MIAMI—DADE COUNTY APROVED DESIGN PRESSURE CHARTS ON SHEETS / MULLION. (UNDER SEPARATE APPROVAL) 1 OF 7 AND 2 OF 7). TYPICAL HEAD. _ N ^ a I p o 0 Z fA � N OF K s � Z W U 00 ` N Y ••" • • • • ••• • O o • • • • • • • i N DBTAiL C DETA C L••• •• • • s •• ATTACHMENT TO MULLION RODUCT REMSBD DRAVRNG No. ATTACHMENT TO METAL STRUCTURE oomPlying with the Fimida (STEEL OR ALUMI. 1/8' MIN. THICKNESS) wing Code/� HSOB-01 • • • • • DATE:03-14—OB • • • • • �I^19—( . TYPICAL HEAD SECTIONS SCALE: 1/2'-1* •• .y 9a cv°wl ` ••• • • • • FRANCISCO HERNANDEZ ,SHEET 5 OF 7 FLORIDA PE # 51393 • •• •• 0.0 • • •• •• ••• • • • ••• • • Sunshine Windows Y y Manufacturing,Inc. 3 1745 W.33rd Ploce HIdock FlM/a 33012 Ph:(305)304-9952 rn \ Fox:(305)826-5119 .. 9 A 'v):7,?°•1'", 3/4"MAX.NON-SHRINK GROUT - -O -'� .. .. OR BY WOOD BUCK i N 2 BY WOOD BUCK BY OTHERS. PF-1 - "0 e ,< '�`• .: MUST BE PROPERLY ATTACHED TO -=^ 3 M A, '. '•. •.v - . TRANSFER GLAZING SYSTEM LOADS . z - N . ^ �.... .. < TO THE STRUCTURE SHALL BE APPROVED Q BY BUILDING OFFICIAL PRIOR TO O A. n 2 1/2" MIN. 2 1/2" MIN. �• - ' WINDOW INSTALLATION. a • 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 U' INTO MASONRY.THROUGH 1," BY WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS yy -' OR NON-SHRINK NON-METALUC GROUT 1 OF 7 AND 2 OF 7). GO GO 1/4'ULTRACON 1 1/4'MIN. EMBEDMENT INTO MASONRY (FOR MAX.ANCHOR SPACING AND NUMBER 0 TYPICAL FOR SILL. QQ 1"I (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND '�l REFER TO ELEVATIDNS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS .--t 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 DEFAIL E DETAIL F ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD x 3 U V< � O c ai o =z MIAMI-RADE COUNTY APROVED r`+ O FOF _MULLION. (UNDER SEPARATE APPROVAL) o I If o =,,'' S U 1/4'SMS THROUGH METAL 1" A r e MIN. 1/4'SMS i METH-•• • • •„ • • •• 1 (FOR MAX.ANCHOR SPACING AND NUMBER MIN. (FOR MAX. ANCVRCHpR SPACING dM10•NUrBE16 • • • • OFANCHORSREFER TO ELEVATIONS AND OF ANCHORS REGER TO ELEVATIOMbANO• • • • • t DESIGN PRESSURE CHARTS ON SHEETS DESIGN PRESSURE41CHARTS401111 SNEEN • • 00* • o - 1 OF 7 AND 2 OF 7). 1 OF 7 AND 2 OF • • • 000 • • z° N TYPICAL FOR SILL TYPICAL FOR SILL.• ••• •• • •6RO�D— a DETAIL G DETAIL G I EVISEDDRAWING No. with are FloridaATTACHMP.NTTOMETALSTRUCTURE ATTACHMENT TO MULLION �wHSOS-0—(STEEL OR ALUM.-1/8" MIN.-THICKNESS)- +--.--(STEEL OR ALUM. 1/8-MIN.THICKNESS) • ••• -•- ••• • /�„r•- DATE:03-14-08 • �1-�8-L SCp� 1 2-1TYPICAL SILL SECTIONS •• • • : • w9d9acoewl ••• • • • FRANCISCO HERNANDEZ SHEET 8 OF 7 FLORIDA PE x.51393 • • •• 00 0 • 0 •• 00 C " 1/4" MAX. 2 BY WOOD BUCK BY OTHERS. _ SHIM SPOCE MUST BE PROPERLY ATTACHED TO - _ TRANSFER GLAZING SYSTEM LOADS 1/4" MAX. _ ' •• O THEBUISTRUDING CTURE. SHALL BE T APPROVED SHIM SPACE r WINDOW INSTALLATION. - MIII N. SUDSIIIne Mows Y. 1/4'SMS 1 1/2"MIN.PENETRATION INTO WOOD. I�f000focttvilg,Inc.' • z (FOR MAX.ANCHOR SPACING AND NUMBER 1745 W.3W 19o- OF ANCHORS REFER TO ELEVATIONS AND 1/4'SMS THROUGH METAL wdwh Fl dda 33012 V 1/4" DESIGN PRESSURE CHARTS ON SHEETSPh:(305)364-9952 1 OF 7 AND ). (FOR MAX.ANCHOR SPACING AND NUMBER Fa (305)828-5116 2 OF 7OF ANCHORS REFER TO ELEVATIONS AND 1/4"TAPCONS 1 1/4'MIN_EMBEDMENT TYPICALFOR DESIGN PRESSURE CHARTS ON SHEETS • INTO MASONRY THROUGH 1'BY WOOD BUCK " 1 OF 7 AND 2 OF 7)- OR NON SHRINK NON METALLIC GROUT DETAIL a TYPICAL FOR JAMBS. 1��C i ' (FOR MAX.ANCHOR SPACING AND NUMBER' ATTACHMENT TO WOOD OF ANCHORS REFER-TO ELEVATIONS AND =. •� •• DESIGN PRESSURE CHARTS ON SHEETS COD 1 OF 7 AND 2 OF 7).30 O Q +o TYPICAL FOR JAMBS. (� C4 i �3qj C7 F DETAIL I [ ATTACHMENT TO METAL STRUCTURE r (STEEL OR ALUM. 1/8" MIN.THICKNESS) DETAIL H 1 a w ATTACHMENT TO MASONRY ~ a/ - GLAZING DETAIL • 0.090'DUPONT BUTACITE PV8 SU B" HEAT IJ 1/8- HEAT 0 STRENGTHENED STRENGTHENED _ 1/4' SMS THROUGH METAL 0 (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 3/8" GLASS BITE 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. (TIPICAL) 3 MIAMI-DADE COUNTY APROVED N r �MUWON. (UNDER SEPARATE APPROVAL) . `� 0 0 SILICONE PECORA 895 � '�E V ?W z ON GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF i 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER a w F D PO T BUTACRE FVB, BETWEEN THE TWO UTES OF GLASS. ,. NA l'IECIOG^01 SIIILAR•• o o • • •• • • • • • Ao L—J • •• • • • • ••• • o ODUCTREVISED - DRAWING No. ATTACHMFNTTO MULLIONS DETAIL a wVlybgwith adds HSOS-01 %vw• ••• • ••• ••• ••• Pia gM �pDATE 03-14-OB•• • - SCALE: 1 2'e1TYPICAL JAMB SECTI011 • • • • • • • • n a4C"U01 •• • • • •- • • •• FRANCISCO HERNANDEZ SHEEF 7 OF 7 ••• • • • • • FLORIDA PE 111 51393 • • • • • • • • • • y k ` MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION E 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.miAmidnde.eov/economy Sunshine Windows Manufacturing,Inc. 1745 W.331"Place Hialeah,FL 33012 SCOPE: r ' -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 k 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 manufacturbr will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theirsuris diction. ' RER reserves the right to revoke this acceptance, if it is determined by Miami—I19,4e Comity Product****:* Control Section that this product or material fails to meet the requirements of the appllbable builghig Lode. This product is approved as'described herein, and has been designed to comply w1*th-thy Florida guilding�•••• Code,including the High Velocity Hurricane Zone. •••• •• ;•••• DESCRIPTION: Series"1650(XOX)"Aluminum Horizontal Sliding Window--J.9.1. •.. .•••• APPROVAL DOCUMENT: Drawing No. HS08-02,•titled "Series 1650 Alumin>am Horizontal$tiding.... Window(XOX)Iii act Resistant Glass" sheets 01 through Q6 of 06 dated 07/21/0.8•with the latest revision••• • "2" dated 11/20/14,prepared by manufacturer, dated 04/25/15,signed and sealed py Fr:iciscg Herpandez,•.•„• P. E., bearing the Miami—Dade County Product Control Section Revision stamp with-iW Ndtke 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. y 5 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 seciion 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. NOA No. 14-1212.04 MIAMI'DA®utvrtt �5�� Expiration Date: August 19,2018 6 if Approval Date: May 14,2015 Page 1 i { ! i i 7 t . Sunshine Windows Manufacturine.Inc. r 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. HS0842, 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. 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 TQS202 94 along with marked—up drawings and installation diagram of A*aluminurn horizontal •• •••00• 0 .. 0.0000 sliding window with 0.34" laminated glass, prepared by.�estration, Testing 0 Laboratory, Inc., Test Report No. FTL-5352; dated 12/07/07;signed ar�d ealed by"••• Carlos S. Rionda,P. E. , b _ 0000 0 00 0 0:0 0 0 (Submitted under previous NOA No. 07-0810.06) •••••• •••• 00000 0000:0 :90:0: 0 so C. CALCULATIONS . . . . 000-000 # 1. Anchor verification calculations and structural analysis, co�rpVjig wi W FBC 5t;••••: Edition (2014), prepared by Sunshine Windows Manufacturing,*Ind., datU1011420/14; 00 signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300-04/09_ i j ' D. QUALITY ASSURANCE ' z i ! 1. Miami—Dade Departrriert 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 Soh Edition (2014) and of :r 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"scaled by Francisco Hernandez,P. E. (Submitted under previous NOA No. 13-0416.13) ' Product Control Section Supervisor i NOA No.14-1212.04 Expiration Date: August 19,2018 ` Approval Date: May 14;2015 E-1 4 .Sunshine Windows Manufacturine,Inc. J E NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , F. STATEMENTS .3. Laboratory compliance letter for Test Report No. FTI-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). G. OTHERS 1. Notice of Acceptance No. 13-0416.13, issued to Sunshine Windows:Manufacturing, Inc. for their Series "1650 (OXO) AIuminum Horizontal Sliding Window- L.M.I.", approved on 05/17/12 and expiring on 08/19/18. } w y • w •••• • •• ••••• • • r I a: a . F i k i' F' 'r 1 t Jaime A Gaston,P. ft- Product Control Section Supervisor NOA No. 14-1212.04 Expiration Date: August 19,2018 Approval Date: May 14,2015 E-2 w FALSE MUMINS(SURFACE APPLIED IMY BE USED 3•MAX. 18 1/2'MAX. 3'MAX _ f- -� •DESIGN PRESSURE CHART- PSF Sunshine Windows II o- II II- II 1 II M6nu(aduring,Inc. aP CASs IMPACT oL.= I aP cuss CUSS aP aA5] SERIES-1650 "� - L-JL- aPAR n _J _JLL L_ _JL_ Ii4s W.33rd P1aoa ALUMINUM HORIZONTAL SLIDING WWDOW(XOX) �r -�r -Ir- JL- -Ir-- -fir Ph:(3 5)364nwW 33912 -Ir = �(- PA:(3ps)364-Mesz IMPACCRESISTANT GLASS 3 /IL(y!_ Fes( )^�ItB WINDOW ANCHOR HURRICANE PROTECITON z ' ir- =-J-Ir=-Jjr= 11L- . 3 X JI� �I �r X DIMEENSIONSCHEDULE IS NOT REQUIRED 25X 54X II 23X PERPER II II II II n II If II 3 WIDTH HEIGHT H�x1• 4A/1B OCFFRIOR(+) INFERIOR(-)... O -I. 74' 9 60.00 60.00 106 1/4• 26' 13 3 60.00 60.00 Aux. 3•MAx. B t/z•MAx. [[�� IV) 3 WINDOW WIDTH 111• 14 60.00 60.00 WINDOW WIDTH 74• s 60.00 60.00 TYPICAL ELEVATION-(XOX)33/33/33 „3/6. - - TYPICAL ELEVATION(XOX)25/5025 .3 A /os t/P 13 "4 60.00 60.00 p; 111• - 14 60.00 60.00 QQQ 74 9 60.00 60.00 W d 106 1/4- 50 5/6• 13 5 60.00 60.00 GENERAL NOTES: V) IIP ,14 60.00 60.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). H Q 9 60.00 60.00 2•-- XOX CONFIGURATION APPLIES TO 25.2'-50R-25% PROPORTIONS FOR ALL DIMENSIONS ON CHART. 7a z r XOX CONFIGURATION APPLIES-TO 33%-33R-33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84". to O 106 1/4• 63' 13 6 56.00 56.00 3.- SHUTTERS ARE NOT REQUIRED. 111' 14 56.80 56.80 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 7z' 9 60.00 60.00 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS 0 " e4 11 60.00 60LY WITH THE FOLLOWING REQUIREMENTS: .00 ON SHEET 2 THRU 4. Tr .- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMP ea z4' 12 60.00 60.00 - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. 108' 13 60.00 60.00 - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM ti 7z 9 60.00 60.00 COMPRESSIVE STRENGTH OF. 1.9 KSI.. FILLED CMU Fm' 2000 PSI MIN. 64' 11 4 60.00 60.00 7,- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM.C1107/C7107M STANDARD o � F12 a. 60.00 60.00 SPECIFICATION FOR PACKAGED DRY. o 1O8 60.00 60.00 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. K $E 60.00 60.00 9.- STEEL HOST STRUCTURE SHALL NOTBE LESS THAN 18 GAUGE. STEEL SHALL BE Fy 36 KSI MIN.c4 5 60.00 60.00 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". a a oALUMINUM SHALL BE 6063-T6. s6' 60.00 60.00 11.- 1X 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 106• 13 60.00E 60.00 AND SHALL BE APPROVED Bl►OHIE 9UILVING QFFIOIAL 4PRIO16 i0 DOOR INSTALLATION. " ~ 72• -9 60.00 60.00 12- ALUMINUM IN CONTAC:WITH DIS SIMtw•Ml�ERtL.SCSF�LL`BE PROTECTED (BY OTHERS) o r 84� 11 60.00 60.00 AS SPECIFIED IN FBC 5TH ED[, (x2 =4).• • ••• • < �1 es' 60" 12 60.00 60.00 GLASS: •• 680 •• • • • •• i N 106• 13 56.40 56.40 0.340" OVERALL LAMINATED GLASS USING TWO LRES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER RoDUCTREVISED DRAYANG No. FILM DUPONT BUTACITE PVB. BETWEEN THE TWO UTES OF GLASS. uwwplyingwiththeFlorida, HS08-01 LAMINATED 13Y•TECNOGr_SY••._ • .••• ••• _••• uildin6 Code � 4_ _ _ _ - ,� _ • • • • • • cceplonco No -T • • • • • • • DATE:07-21-08 IMPACT RESISTANT WINDOWS ,I_ '- SALE: 1/2-1 .. . . . . . . .. ••• • •__ • • • �Awnl ado •a Conn FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET' 1 OF 8 • • • • • • • • • • i )" 1/4"ULTRACON 1 1/2"MIN, PENETRATION INTO WOOD, 2 1/2" MIN. 2 1�2" MIN. 1 MIN. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS 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. TYPICAL FOR HEAD. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS. r REFER TD ELEVATIONS AND DESIGN PRESSURES CHART Sunshine Windows , M.. :•• ON SHEET 1 OF 6). TYPICAL FOR HEAD. 2 13Y WOOD BUCK BY OTHERS. �OnU(9CtUfin9,4-C. MUST BE PROPERLY ATTACHED TO 1745 N.33rd Plan TRANSFER GLAZING SYSTEM LOADS 19awoR F1Mda 33012 TO THE STRUCTURE. SHALL BE APPROVED ph:.(305)394-9952 .m BY BUILDING OFFICIAL PRIOR TO �. Fa (305)826-5118 a WWOOW INSTALLATION. 'S a •rn � H ✓ti 4 4 0 N N V 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS Q Q TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO C7 r WINDOW INSTALLATION. , [� A2 7 DETAIL Al DETAIL �1 ATTACH-EW TO CONCRETE _ATTACHMENT TO WOOD � � (cn�,T� G " p¢, _ 1/4"SMS THROUGH METAL- 31 (FOR MAX.ANCHOR SPACING AND NUMBER Q _ OF ANCHORS REFER TO ELEVATIONS AND N DESIGN PRESSURES CHART ON SHEET 1 OF6). Ll TYPICAL FOR HEAD.1/4"SMS THROUGH METAL. t" (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND - Mw' MIM11-DARE COUNTY APROVED MIN. . DESIGN PRESSURES CHART ON SHEET 1 OF 6). �—MIAMI (UNDER SEPARATE APPROVAL) TYPICAL HEAD. 3 U �— --=2 tzoio; a00.,6.y t,: z�. o W o€ s � •• • • • • ••• • O • • • • ,• • • • o n DETAII A4 pETAIL A3 DRAWING No. A•CTACHMENT TO MULLION RwuCT RBvlssO ATTACHMENT TONIETAT STRUCTURE mnplyh*withpwrl9rid9- HR08-02 • •• ••• •• uiNii(i•odc 19 { (STEEL OR ALUM.-1/8-MIN. TFBCMM)- : -' : : : ,go* •• • --- N. A54 DATE:07-21-08 • • • • • • • • (ZC 11-sa—1 Ste• 1/2"-l" TYPICAL HEAD SECTIONS •• • ••• • • • • dl edc Prod9u cmtvo V FRANCISCO HERNANDEZ SHEET 2 OF 8 FLORIDA PE If 51393 • 4 ............................... lfl Sunshine Windows W to uDnU(OChIBOg,Inc. N 1745 W.33ro Pbov Nel.oh.n=3M12 Ph:(30.5)364-9952 \y� Fa::(305)326-5118 A .......,. ..� .f...:�:1:^•� TROUT i x4. ]/4'MAX.NIX4-SHRINK F OR 1'6Y WOOD BUCK 0 .'y - '''•�'• - 2 BY WOOD BUCK BY OTHERS. . •. :.c. • • �:v ,'�` •'.: . \? MUST BE PROPERLY ATTACHED TO 6 \Z• TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 3 C/) •a' .. N BY BUILOING OFFICIAL PRIOR TO 0 Q 2 1/2' MIN. 2 1/2" MIN. 1" WINDOW INSTALLATION. J MIN. 1/4'SMS 1 1/2' MIN. PENETRATION INTO WOOD. �r 2 1/2' MIN. 2 1/2' MIN. (FOR MAX.ANCHOR SPACING AND NUMBER Ij - 1/4'ULTRACON 1 1/4'MIN.EMBEDMENT OF ANCHORS REFER TO ELEVATIONS AND, Ur a INTO CONCRETE THROUGH 1'STY WOOD BUCK DESIGN PRESSURES CHART ON SHEET 1 OF 6). - OR NON-SHRINK NON-METALLIC GROUT ..v TYPICAL FOR SILL - 1/4.1 ULTRACON 1 1/4'MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND �O coo REFER TO ELEVATIONS AND DESIGN PRESSURES CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. - TA TYPICAL FOR SILL ONLY. V DETAII BI DEfAILB4 DETAlLB2 Q,. ATTACRNENT TO PRF CAST SILL ATTACHMENT TO CONCRETE ATTACIiMENT TO WOOD 0 Q 0 x 3 P m U N LL Z<q O \N 11 MIAMI-DARE COUNTY APROVED N O E --MUWON. (UNDER SEPARATE APPROVAL) z w O 0 • I 1I1 III --=J 7 rc�i N 1 N 1/4"SMS THROUGH METAL 1" •• ••• • • • • • •• I 1 MIN. (FOR MAX.ANCHOR SPACING AND NUMBER MW. 1/4' SMS T NCMORROUGH METAL.• • • • • • • • ao N OF ANCHORS REFER TO ELEVATIONS AND (FOR MAX.ANRE SPA KLIINO AN04SOANIPR • • • • DESIGN PRESSURES CHART ON SHEET 1 OF 6). OF ANCHORS RE TO q:IN D Err I* • ••• • o TYPICAL FOR SILL DESIGN PRESSLRE CH��Fi SFiE 1.0F•6)•0 0 ••• N TYPICAL FOR SSIRUI�� 21-1- DETAIL — DETAIL B3 DETAIL B5 RODUCI'REVISM DRAWING No. COMOATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION • ••• • ••• •• tuv%gp the41orid� 4 HR08-02 �. (STEEL OR ALUM. 1/8'MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN.THICKNESS) • • • • • wi�ll� » • • • • • • DATE:07-21=08 • • • • • • • • \1"ltl—1`'E SCALE: 1/2"-l' TYPICAL SILL SECTIONS 00- '•' '• ,� PY5d9C1 Cblrt FRANCISCO HERNANDEZ SHEET 3 OF 8 FLORIDA PE # 51393 • • •• •• • • • •• •• ••• • • • ••• • • • r 1/4" MAX. 1/4" MAX. ti SHIM SP/�CE SHIM SPRiCE �• 2 BY WOOD BUCK BY OTHERS. t MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS Sunshine Windows •.. TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR To Manufacturing,Inc. 1 1 2` WINDOW INSTALLATION. 1745 w. 7N Platy W...,z.37612 Ph:(305),164-9652 I trl­31 MIN. 0 1/4'SMS 1 1/2'MIN. PENETRATION INTO WOOD. FaK:(305)828-3118" 1/4"TAPCONS 1 1/4'MIN. EMBEDMENT (FOR MAX.ANCHOR SPACING AND NUMBER INTO CONCRETE THROUGH 1' BY WOOD BUCK - ^ ——————-' +. ` z OF ANCHORS REFER TO ELEVATIONS AND ——————— ' OR NON SHRINK NON METALLIC GROUT � DESIGN PRESSURES CHART ON SHEET 1 OF 6). Q Z (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR SBS' >'C ' :1 OF ANCHORS REFER TO ELEVATIONS AND '• TYPICAL FOR JAMBS. 0 DESIGN PRESSURES CHART ON SHEET i OF 6). r3 °O. - .v Nr� V F DETAIL E2 ATTACHMENT TO WOOD QQ � DFTAII.EI a ATTACHMENT TO CONCRETE ` 1/4"MAX. O 1/4"SMS THROUGH METAL SHIM SPACE (FOR MAX.ANCHOR SPACING AND NUMBER ' OF ANCHORS REFER TO ELEVATIONS"AND a J DESIGN PRESSURES CHART ON SHEET 1 OF 6). 0 TYPICAL FOR JAMBS. x 1/4' SMS THROUGH METAL. _ (FOR MAX. ANCHOR SPACING AND NUMBER ; „ MIAMI-DARE COUNTY APROVE07• OF ANCHORS REFER TO ELEVATIONS AND w MULLION. (UNDER SEPARATE APPROVAL) DESIGN PRESSURES CHARS ON SHEET . w a V 1 OF 6). F =, ——————— TYPICAL FOR JAMBS. N i z 00 �I I� 2 (,>E, 0 � gr, DFTAIL E3 N —-————— •• ••• ,• • • ATTACHMZ(�T TO METAL STRUCTURE ——————— L—J I •, • '•• • • •(SICELUR ALUM. 1/8"MIN.THICKNESS) • •• • • • • r•• • a DETAIL E4 RODUCT REVISED DRAWING No. s wmlywg wl 1he Florida ATTACHM[NT TO MULLIONS DETAIL • ••• ,-„ • ••• •• uildi6 Code H R08-02 '"`i _• i • • cce No DATE:07-21-08 • • • • • • • • 11-'t.o-1¢ SCALE: TYPICAL JAMB SECTIONS '• "°^'• 0 pf0ddc Cont., ' FRANCISCO HERNANOEZ SFIEEi 4 OF 6 FLORIDA PE 1 51393 • •• •• • • • •• •• ••• • • • ••• • • 0 0 0 12 Y � D 13 12 13 4 9 15 4S.TEEL8MM 9 Sunshine Windows 6 17 Momfoctufing,k. 1745 W.33rd Plot. Wdwh,Md&33012 --——— ——————— Ph:(305)164-9952 ——————— ———— F.r.(305)626-3116 ry 14 3/4'X 3/8' Ot .. 11 10 10 it 6'A WINDOW WIDTH 1 3 ,n HORIZONTAL SECTION(XOX) e 17 5 ... Q F- Nom: Ld M1 30 6. 18 s y i 3 11 m Ix 3 8 W1n � -O N OnB3 v fz 18 to .r ` t F $E 2 17 W i w M (2) 2-WEEP p p HOLES w U in'� - U K Z K� VERTICAL SECTION .. ... N = WITH SILL RISER W a • .. • • •.• • a0 • • • • 6.0 • • • • .- N - •• •.• •• • • • z ` RODUCT REVISED DRAWING HY. C�OeY1olP�1YlY 4^ones HR08-02 • • • • • ?�O� DATE:07=21-08 • . . . . . . o• 11—i0- 4' SCALE:;, 2.a1. • •• • • • • • prodYG Cab ••• • • • FRANCISCO HERNANDEZ SHEET 5 OF 6 FLORIDA PE 1 51393 MATERIAL LIST —1.625— Sunshine Viindows TTfiMN PARTN REQD. DIiSCRIPnON MATIiR1AL �I0.612I-' T Manufadumg,In. 1 SW-019 1 FRAME HEAD 6083-75 I-0.304 I I -0.050 11745 W.33rd Mdw4 RwWo SM12 •0.395yyy1R-7 2 SW-019 1 FRAME SILL 6083-T5 F�.0.750 1.7 ,.875 Fna:(306)828-5-51118 3 SWzzz21 1 INSERT TRACK 6063-T5 -2.125 1.25D 0.0 0 4 SSW-101 AS ROD IMPACT GLAZING BEAD 6083-T6 _ 5 SW-012 2/VENT SLIDER TOP/BOTTOM RAI6063-T5 0.812�- wQ�,��, IMPACT GLAZING BE'➢ FILED MEETING RML MOVING MEETING RAIL v 6- .SW3019 AS ROD FIN SEAL PILE FELT SW-017 ssv-,o, sw-4o,,, 3 7 SWI 520 AS ROD GLAZING TAPE FOAM 6083-78 8063-T5 6083-T5 O 8 SW321W 2/VENT WHEEL BRASS C7 9 SW-0171/VENT MOVING MEETING RAIL 6063-T5 1.000 I—�0.592 ' 10 SW401111 2 FIXED MEETING RAIL 6063-T5 -L- 11 SW-AS AS ROD ASSEMBLY SCREWS _ f BXI�WI,PHIWP CRS iT 11 -Q-a� •7� I O, ( H 12 SW-013 2 JAMB 8083-T9 L� " -d 0.810 I- 13 SW-016 1/VENT MOVING SIDE RAIL 6063-TS -'� ,•000 �" V] 14 SW3257 AS RQD WEATHER STRIP BULB VINYL MOVING SIDE RAN. SLIDER TOP AND BOTTOM RAIL INSERT TRACK U SW-012 , SW SIT-018 15 SW-667 AS RODIATCH ZINC 8083-T5 8083_7563-T5 6063-T5' W 16 SW-Sl 2/SILL RETICULATED FILTER FOAM Q. 17- - AS ROD SILICONE DOW CORNING 899 m 'PN'41 18 W4077 1 SILL RISEN 8063-75 T 0.076 2.750 1'250 137 3.062 GLAZING DETAIL4 1 3 0967 �2.077uta F 0.090"DUPONT BUTACITE PVB 2'ODO 0 m zz 00 FRAME HEAO'ANO SILL FRAME JAMB SILL RISER C 1/B�:HEAT 1/8'HEAT SW-018/SW-44287 �y,� SW-40771 z w -ei 8083-TS 8063-TS STRENGTHENED` STRENGTHENED O o VI N (ssJ fF.mU K Z ¢4 N d 3/8-GLASS BRE a of (TIPICAL) •• ••• • • • • • •• p N • •• • • • • ••• Z .- ry - SRJCONE DOW CORNING 899 ••• •• •• ••• 0 0 • )IUCTRBVTSEDDRAWING No. complying with the Florida H RO8-O2' u0ding Code: cocgnnce No O WA DATE:07-21-08 — —/ .•..._.� ..-.�-• • .. •�-... - � '- SCALE • • • • -wid PTodwWA Comm1PmduG Comm) ` - • • • • • • • • • FRANCISCO HERNANDEZ EET 6 OF 6 • •• • • • • • • •• FLORIDA PE f 51393 r # MIAMND�P►DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW!26 Street,Room 208 F BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 �. NOTICE OF ACCEPTANCE (NOA) www.miamidade gov/economv ` Sunshine Windows Manufacturing,Inc. 1745 W.3314 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 ProductControl Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade•Cougty)res(V""b right,,,,•• to have this product or material tested for quality assurance purposes. If this prddudt Or material fails to perform in the accepted manner, the manufacturer will incur'the expense of such WAicgo and t;ie'A)fd may....:. immediately revoke, modify, or suspend the use of such product or material within fir jurisdiction. RER• • reserves the right to revoke this acceptance, if-if is determined by Miami-Dade,fettll(y Pro4tigt fpntrol'• ••' Section that this product,or material fails to meet the requirements of the applicable btdltling cod2. ";'•. This product is approved as described herein, and has been designed to comply wetrt% Florid�Building• Code,including the High Velocity Hurricane Zone.- ...... DESCRIPTION: Series "2011"Aluminum Fixed Window-L.M.I. ....:. APPROVAL DOCUMENT:Drawing No.PW01-15,titled"Series 2011 Aluminum Med Wirtdow Impact:....: ,Resistant Glass",sheets 1 through 7 of 7, dated 07/22/16,prepared by manufacturer,signed and sealelty Francisco Herriandez, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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. F 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 Oficial. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r NOA No.'15-1102.17 MIAMFDADE COUNTY Expiration Date: September 08,2021 / F Approval Date: September 08,2016 y Page.1 e • i Y i a ! Sunshine Windows Mani facturing,Inc. f e NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS , 1. Manufacturer's die drawings and sections. 2. Drawing No. PW01-15,titled"Series 2011 Aluminum Fixed Window Impact Resistant Glass", sheets 1 through? of 7, dated 07/22/16,prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 f 2)Uniform Static Air Pressure Test,Loading-per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 0 666:6. 4)Forced Entry Test,per FBC 2411.3.2.1,and f'A,'+;02-94 ••••;• I 5) Large Missile Impact Test per FBC,TAS 201'-94 ' .. 6066.. 6)'Cyclic Wind Pressure Loading per FBC, TAX:D,�*94 0 0 0 along with marked-up drawings and installation diagram of a serierb 1 aluminum :"": fixed window,prepared by Fenestration Testing Laboratory, Ince,•T'estReport#o. ••••• FTL-7853, dated 10/02/14, signed and sealed by Idalmis Ortega'J"1: ;0000 0 600 6• •• 66 6666 •6666• C. CALCULATIONS :': 1. Anchor verification calculations and structural analysis, complying yvith Fl5f,'Stb 0 0 6.0 Edition (2014), dated 10/20/15,prepared, signed and sealed by'FiianAsco Wcfnaxdez, 00 0 00 P.E. 0 6 66 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE ' 1. Miami-Dade Department of Regulatory and Economic Resources (RER). t E. MATERIAL CERTIFICATIONS 1. Noiice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White}GIass Interlayeirs"dated 06/25/15, expiring on 07/04/18. ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition(2014),dated October 20, 2015, issued, signed and sealed by Francisco Hernandez, P.E. ., 2. _ Statement letter of no financial interest, dated October 20, 2015, issued, signed and sealed by Francisco Hernandez,P.E. 3. Testing Proposal issued by the Product Control Section, dated 08/04/14; signed by Jaime Gascon,P.E. G. OTHERS 1. None. �Yl� Manuel r z,P.E. Product ContrE miner NOA No. -1102.17 Expiration Date: September 08,2021 Approval Date: September 08,2016 ^f fi t � ............... ............... ........... . FIXED WINDOW GENERAL NOTES: J I.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). .............. ............... 2.- SHUTTERS ARE NOT REQUIRED. Sunshine Windows Manufacturing,Inc. 3.- REFERENCE TEST REPORT FTL-7853 DATED ON 10/30/2014. 1745 W.33.d Plua - Kalwh.Fwfda 33012 4.- FOR ANCHOR TYPE AND SPACING REFER TO ELEVATION ON SHEET 2 OF 7 Ph:(305)384-9052 AND SECTIONS ON SHEETS 6 AND 7 OF 7. Fax:(3o5)528-5n9 5.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF GREATER DENSITY. 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: O - CONCRETE STRENGTH Fc`28 = 3000 PSI MIN. Q' - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT " - BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. 3 - FILLED CMU Fm' = 2000 PSI MIN. 8.- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT CA APPROVAL THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND SHALL BE Tj w U RECTANGLE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 'P-41 t 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY co co �" OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). i 10.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT' APPROVAL SHALL NOT BE LESS THAN 1/8" THICK. STEEL SHALL BE.Fy = 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR-TO.WINDOW-INSTALLATION. I 11.- DECORATIVE, SURFACE APPLIED COLONIAL MUNTINS CAN BE-USED. INDEX OF DRAWINGS 12.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. SHEET 1 OF 7 -WINDOW ELEVATION,GENERAL NOTES AND IFEX OF DRAWINGS. 13.- GLASS TYPE A: 7/16" NOMINAL LAMINATED GLASS COMPOSED OF e f (2) 3/16" HEAT STRENGTHENED GLASS WITH 0.09" SENTRYGLAS INTERLAYER SHEET 2 OF 7 -TYPICAL ELEVATION FOR RECTANGLE,FRAME CORNER DETAILS AND FILM BY KURARAY AMERICA, INC. STANDARD WINDOW SIZE DESIGN PRESSURES CHART. z 14.- GLASS TYPE B: 1" NOMINAL INSULATED LAMINATED GLASS COMPOSED SHEET 3 OF 7 - MODULAR WINDOW SIZE DESIGN PRESSURES CHARTS. (2) 3/16" HEAT STRENGTHENED GLASS WTIH 0.09` SENTRYGLAS INT2 R'jc=_r.g ':> •.' FILM BY KURARAY AMERICA, INC. + 0.34' AIR SPACE + 3/16" TElO SHEET 4 OF 7 -WINDOW TYPICAL SECTIONS.GLAZING DETAILS. •• ••• • •; • SIYGLG PAJ16 CLASS. YNo.513 3 1 SHEET 5 OF 7- MATERIAL LIST. • • •• • • • • • _ �= SHEET 6 OF 7 -TYPICAL HEAD AND SILL INSTALLATION DETAILS. ••• ••i •• ••• ••• :�C�. s,-Ar_ SHEET 7 OF 7 -TYPICAL JAMB INSTALLATION DEMIS. DRAWING No. I "PP-"d.^"SmNyrewa ft � ��1, `k' PW01-15 � 1 -�.- — — • ••• -• -••• ••• ••• — � gCde - - 1 - • • �. • • • • MAA DATE:7/22/16 iAMmi Oxde a • • • • • • • • • • • • • • • P�odact " • J. SCALE: N.T.S. i • •• • • • • •• ••• •• • • • FRANCISCO HERNANDEZ` FLORIDA PE 111 51393 SHEET 1 OF 7 i ••• • • • ••• • • ' STANDARD WINDOW SIZE WIND LOAD A.S.D.FACTOR NOTE: DESIGN PRESSURES CHART-PSF THE DESIGN PRESSURES SHOWN ON THIS CHART ARE FOR ATTACHMENT TO CONCRETE ATTACHMENTTOWOOD ALLOWABLE STRESS DESIGN.WIND Laos CALCULATED BASED UPON ............ AND MECAL "1A-TIMATE WIND SPEED'AS DETERMINED FROM ASCE 7-10 OR . WINDOW SIZE IBC 2012 ARE PERMIMED TO 6E MULIWUED BY 0.6 FOR Sunshine Windows ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED PRESSUOF THE RE 'C���S AND THE DESIGN VORUfoCfUdfi9,�nC: AT 15"MAX. AT 20"MAX. AT 15"MAX. A7'20"MAX. 1745 W.33M Flocs HiolaW%FlorWa 3X12 Ll l2 POS. NM. POS. NEG. POR. Nom. POS. NEG. r Ph:(305)384-9952 19 1/8- 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 F-(305)828-5118 26 1/2- 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 - 37" 26" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 20" 6• 53 1/8: 110.00 110.00 110.00 110.00 110.00 110.00 110.00 ,110.00 -I MAT(. 74" 110.00 110.00 '110.00 110.00 110.00 110.00 110.00 110.00 - 19 1/8 110.00 110.00 110.00 110.00 -110.00 110.00 110.00 110.00 26 1/2" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 .a I 37" 38 3/8" 110.00: 110.00- •110.00 110.00 110.00 110.00 110.00 110.00 FALSE MUNIINS, '53 1/8" 110.00 - 110.00 110.00 110.00- 110.00 - 110.00 110.00 110.00 "CAN BE USED. ON ANY SHAPE O "" 74" 110.00 110.00 .105.42 105.42 108.51 108.51 90.43 90.43 (SURFACE APPLIED) 19 1/8" 110.00 110.00 110.00 110.00 110.00-' 110.00 110.00 110.00 i - 26 1/2" 110.00 110.00 110.00 110.00 110.00 110.00 110.00. 110.00 37" 50 5/8" 110.00 110.00 110.00 110.00 110.00 110.00 96.02 96.02 53 1/8" 104.29 104.29 103.81 103.61 104.29 104.29 89.05 89.05 B x m N ^W7 } 74" 104.29 104.29 89.97 1 89.97 92.61 92.61 77.17 77.17 o U 19,1/8- 110.00 110.00 110.00 110.00110.00 110.00 110.00 110.00 [r] 26 1/2-' 110.00 110.00 110.00 110.00 110.00 110.00, 110.00 110.00 iva•-y]I 37" 63" 110.00 110.00 107.75 107.75 110.00 110.00 92.43 92.43 53 1/8" 99.39 99.39- 91.65, 91.85. 98.27 98.2778.62 78.62 19 1/8".• 110.00 110.00 110.00 110.00 110.00 110.. 110.00 110.00 26 1/2" 110.00 71, 110.00 110.00 110.00 110.00 110.00 110.00 74 1/4" 37" 110.00 110.00 107.51 107.51 110.00 110.00' 92.22 92.22 x 53 1/8" 99.39 99.39 87.53 87.53 -90.10 9DAD 75.09 75.09 1' A CORNER DETAIL�.1 . - WINDOW WIDTH L2 LI ' ASSEMBLY SCREWS(IBX 1" (SHORT SIDE). _ RECTANGLE TYPICAL ELEVATION z 4 \\SCOIHE00 RN s �� • • • • • • • • .,1-� _.�-•� • •• • • • • • No.51393 �. NOTE: WINDOWS CAN BE ORIENTED FRAME CORNER•I�ETAtI: i . : i :•i •• * �' * n ) VERTICALLY OR HORIZONTALLY •• 000 •• • • • •• o ) i 4pprovW aom �yA6lrtc �i�(�••'••;cCOR10P-.••G��>> DRAWING No. c PW01-15 GENERAL NOTES: • • � • •• •• • �'� \1 DATE:7/22/16 ifhol Da9c Pral�ct 4 t 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 7. •• • • • • • • • • SCALE: N.T.S. tE ••• 66* • • • • FRANCISCO HERNANDEZ FLORIDA PE #'51393 SHEEP 2'OF 7 • •• •• • • • •• •• 000 0 0 • 000 0 • E 4 MODULAR WINDOW SIZE MODULAR WINDOW SIZE t - DESIGN PRESSURES CHART-PSF DESIGN PRESSURES CHART-PSE ATTACHMENT TO CONCRETE ATTACHMENT TO WOODATTACHMENT TO CONCRETE ATTACHMENT To WOOD wrNDow SUEAND METAL winnow srzE AND METAL Sunshine Vindows ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED ANCHORS SPACED Manufacturing,Inc. AT 15"MAX. AT 20"MAX. AT 15"MAX. AT 20"MAX. AT 15"MAX. AT 20 MAX. AT 15"MAX. AT 20"MAX. 1745 W.33rd Pk- G. Ror14a 33012 LI [2 POs. NEI;. POS. NEG- POs. NEG. POS. NEO. Ll I2 POS NEO. POs. I NEG. POS. NEG. PDS. NEG. PM:(305)364-9952 18" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 1 10.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 Fax:(305)828-5118 ' 24". 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 24' 110.00 110.00 110.00 110.00 110.00 110.00 105.68 105.68 W. 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 M. 110.00 110.00 103.75 103.75 - 110.00 110.00 88.99 88.99 _ 36' 36" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 36' 72' 110.00 110.00 91.26 91.26 97.85 97.85 78.28 78.28 42" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 42' 10,153 103.53 82.82 82.82 88.81 68.81 71.05 71.05 V 48' 110.00 110.00 110.00 110.00 110.00 110.00. 105.68 105.68 48' 96.25 9625 77.00 77.00 82-56 82.56 66.0566.05 Q 54" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 54" 92.26 92.26 73.01 73.01 78.28 78.28 62.63 62.63 a 60' 110.00 110.00 1 10.00.4 110.00 110.00 110.00 100.63 100.65 80' 88.80 88.80 -70.40 70.40 75.49 75.49 60.39 60.39 18' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 24' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 O 24' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 30' 110.00 110.00 107.13 107.13 110.00 110.00 91.90 91.90 �] y- 30' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 36" 84" 110.00'" 110.00 93.33 93.33 96.07 96.07 80.06 80.08 42' 48" 110.00 110.00 110.00 110.00 110.00 110.00 100.65 100.65 42' 100.57 100.57 83.81 83.81 86.27 86.27 71.89 71.89 48" 110.00 110.00 110.00 110.00 110.00 110.00 99.08 99.08 48' 92.40 92.40 77.00 77.00 79.26 79.28 66.05 66.05 A rVT] :::5 4' 110.00 110.00 110.00 110.00 105.68 105.68 99.08 99.08 54' 86.46 86.46 72.05 72.05 74.16 74.16 '61.80 61.80 C14 W 60" 110.00 110.00 102.67 102.67 110.00 110.00 88.07 88.07 24" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 WWW 18' 110.00 110.00 110.00' 110.00 110.00 110.00 a_ 110.00 110.00 30' 110.00 110.00 109.51 109.51 109.59 109.59 93.94 93.94 V 24' 110.00 110.00 110.00 110.00 ` 110.00 110.00 110.00 110.00 36" 96" 110.00 110.00 94.77 94.77 94.84 94.84 81.29 81.29 04 114 a 30' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 42' 96.56 98.56 84.48 84.48 ! 84.54 84.54 72.47 72.47 C1 i 36" 60' 110.00 110.00 110.00 110.00 110.00 110.00 100.65 100.65- 48' 89.83 89.83 77.00 77.00 77.08 77.08 68.03 66.05 � 42' 110.00 110.00 108.31 108.31 110.00 110.00 92.91 92.91 30' 110.00 110.00 95.38 95.38 109.09 109.09 - 81.82 61.82 54' 97.78 97.78 (7.78 97.78 97.78 97.78 85.40 85.40 36" 108' 109.51 109.51 82.13 82.13 93.94 93.94 70.45 70.45 60' 88.00 88.00 88.00 88.00 88.00 88.00 54.54 84.54 42" 97.10 97.10 72.83 72.83 83.29 8329 62.47 62.47 -30'-- -120'- -110.00- -110.00-1-98.56-1-98.58--108.70- -108.70- -84.54- 84.54- - 36; 108.71 108.71 1 84.55 1 84.55 93.25 93.25 72.53 72.53 30" 132' 110.00 110.00 88.45 1 88.45 97.55 97.55 75.87 75.87. i L2 y--- -� r I I I L WIND LOAD A.S.D.FACTOR NOTE: j -TIE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN.WIND LOADS CALCULATED BASED UPON "J 'ULTIMATE WIND SP®"AS DETERMINED FROM ASCE 7-10 OR 17111 t I I I I N i IBC COOMP201AR60NN BETARE WENNTHE ACTING TO BE aWIND LOADS AND THE DESIGN ., PRESSURE OF THE UNITS. `` 0\S-,-ceN----- z RNo.51393 I NOTE: WINDOWS CAN BE ORIENTED • •• • • • • 000 • = VERTICALLY OR HORIZONTALLY • • • • • • • • • - F * 1 •• •.• •• . •I �Pp-w asconpyio8 with to i�(�S'••FC ORIOP•.••G�� DRAWING No. *OAAFlmdBgEa• _ i PW01 16 • . . D� 111` - GENERAL NOTES: • • • • • • • }riA�h.e I 1 DATE:7/22/16 1 1.- FOR GENERAL NOTES REFER TO SHEET 1 017. • •• • • • • • • % a- 14--to7 SCALE: N.T.S. .•. . • • • • 7 FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHELT 3 OF 7 • • • • • • • • • • SECTIONS FOR GLASS TYPE A SECTIONS FOR GLASS TYPE B { 7/16"MONOLITHIC L.M.I.GLASS 1"INSULATED L.M.I.GLASS 3/16'H.S.GLASS 0.09•SENTRYRAS INTERLAYER BY KURARAY AMERICA INC. ............... ............... 7 7 3/18"H.S.CLASS Sunshine W ndows Manufacturing,Inc. " 17u w.saa P1�. 1 1 Tcdeal,FbrTda swlx vA:(3os)364-0952 ' ' 6 6 Fac(305)026-5118 8 7/8•GLASS BRE CORNING 795 SILICONE 5 4 32 5 ® 2 /4'%5/8•X Y.DUR.00 NEO R 10 GLAZING DLTAII. (2 PER 4DE) NC BLOCKS a GLASS TYPE A z Ur. EXTERIOR INTERIOR EXTERIOR INTERIOR 0 3/16•H.S.GLASS Q 5 4 3 2 5 4 2 0.09SENTRYCLAS INTERLAYER BY KUPARAY AMERICA,INC. Q Q w 8 3/18•H.S.CLASS CD (1] a 0.34'NR SPACE rA 6 6 3/16'TEMP.GLASS W Ld 1 1 1/4'DOUBLE FACE TAPE H 7 7 7/8'GLASS BITE W CORNING SECTION A-A SECTION A-A 795 SILICONE /4'%5/8'X 3•.OUR.t!D L NEOPRENE SETTING BLOCKS 1 1 1 1 (2 PER SIDE), GLAZING DETAB. GLASS TYPE B 7 2 2 7 7 2 2 7 INTERIOR 8 INTERIOR 8 4 4 3 3 0 1 4 4 s j `\\ A/7� • • • �� V'GENSF''•..O 0 0 EXTERIO •R •• AfrR:(JI� •• 9 6 5 5 6 9 6 • E.• • • • • 5 �' No.51353 SECTION B-B •• ••S�EC�ION�-$ _ .kpprmed A.-mpg lzIil%Iw A:• ' - DRAWING No. I FWNI Wdi g ::I'd 8TAM (V PW01-15 lr'•••.......•• ♦ DATE:7/22/16 GENERAL MOTES: • • • • `• • • #u..l uat �AS�ONAI:E?\�� 1.— FOR GENERAL NOTES REFER TO SHEET 1 OF 7. '•• 0• • 0 0 • • • • 1�— (p�i1! T L1tlt SCALE: N.Ts: FRANCISCO IAWNANDEZ 4 of 7 000 • • • • • FLORIDA PE # 51393 p ••• • • • • 0:0•• • • • • • • `• • • • • • iz ••• • • • ••• • • x 3.000 157 ............... ............... Sunshine Vndolss 152 .040 031 _ 1.260 Manufacturing,Inc. 060 1743 W.33b q.- 1.222— 179 1.125 Nai..n,nonAa 33012 Ph: (305)384-8932 .120 ,584 � 93 � .062 � F°■:(3os)aze-siia .650 078 078 2.375 D61 1.076 .623 .875 -.125 1.072 085 54 .062 _ 078 .062 L.054 .062 500 96 .112 Qp 2 .062 1.284 Q 3 313 ,..,, 177 o Q N (� .44S 85 1.429 w U 0 313 O W MATERIAL LIST i- ^,775 .299 ,254 .299 No PART PART DESCRIPTION MATERIAL 1 12063 HEAD, SILL AND JAMB 6063-T6 I ,224 2 12064 SCREW COVER 6063-T6 I 062 3 12065 7/16" GLAZING BEAD 6063-76 .142-� - 1.113 x'142 1.113 4 E20318WN3020 T-SLOT EXTRUDED SEAL TPE PLASTIC .062 5 ZIAIOC 750 1/8" X 1/4" DOUBLE SIDED TAPE PE FOAM 9< 6 DOW CORNING 899 SEALANT SILICONE o 9` 7 1LY63 18 X 1" PAN HEAD S.M.S. STEEL `\Mtn u;/I�,' 8 12180 1" INSULATED GLAZING BEAD 6063-T6 753 '753 i ••• • •9• • • B 1• • 1/4" X 5/8" SETTING BLOCK NEOPRENE` VCENg�p'•4i(i • • • • • • ••• • No.51393 STATE OF �DRAWING N°. 7 +vrrovw,.co.•IyyK'ruVFK '•,(�`••'•.!2ORIOP,.•'• �PW01—15 •_•••_ _ •- •••— ••• -••• - - ew•ta•eta cw. — S C� _ _ -- _ _ - _ _-• _ _._- _ __ _ � - • • • • • • • i � t t`\``� DATE:7/22/16 GENERAL NOTES: • • • • • • •f4AN • • • • • • • • • .N s1 D Fmdatt 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 7. -� • •• • • • • • • •• ­ N.T.S. i see, • • • • • t, FRANCISCO HERNA DEZ FLORIDA PE # 51393 SHEET 5 OF 7 I • • • • • • • • • • a•• • • • ••• • • EXTERIORINTERIOR EXTERIOR INTERIOR ............... ............... Sunshine Windows 1/4• - ,/4• Monufoctudq,Inc. 1745 W.33rd Platy —'""SPACE SHIM HGMa 37012 J� Ph:(305)364-9952 SPACE Yah.Flor 1'X WOOD BUCK BY OTHERS ,.. Fas(305M26-5116 MUST BE PROPERLY SEALED I -. AND ANCHORED TO .. 1RA16t—LOADS TO THE ' c• . '. .�.Q.• STRUCTURE AND APPROVED •d' I 1/4'•ULTRINTON WITHCONCRETE 1 3/4'MN. . �.v'• • BY BUILDING OFFICIAL PRIOR i '. '.- A' '. EMBEDMENT INTO CONCRETE a TO WINDOW NSTALLATION.n 3 d NCAFOR MAX.ANCHOR SPACING REFER TO a'• e.• a•• 4' TYPL ELEVATIONS. 1 4'• ULTRACON TON TE/4 NN. CONCRE 4 1/4' 3 3/6" FOR AX MAX ANCHOR SPACING REFER TO I 4 1/4' 3 3/6' Z t EDGE DISTANCE TYPICAL ELEVATIONS. EDGEMINIMUM E O ` a-Q _ ATTACHMENT TO CONCRETE ATTACHMENT TO PRE-CAST SILL ¢ 3 THROUGH P'X WOOD BUCK TYi. CIO H META-STRUCTURE WITH 1/6'. Q, EXTERIOR INTERIOR MN TFOgQNE55 A-3e p. EXTERIOR INTERIOR STEEL MINIMUM BY OTHERS. EXTERIOR INTERIOR SMALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW 01STA LATIOM. • 1/4' - 1/4' MIAMI-ADE COUNTY APPROVED MAX, ........ SN4 SPACE !!-- I MULLION WITH 1/6"YIN.THKTOIESS" SHIN SPACE _ / (UNDER SEPARATE ALUMtNUM NOy - SHA1 APPROVED BY BUILDING -T MUST BE STRUCTURE PROPERLY ATFAO ERS OFFICIAL PRIOR TO WINDOW s TRANSFER GLAZING SYSTLOADS IN..ST..EM j TO THE STRUCTURE AND APPROVED BY BUIDING OFFICIAL • - PRIOR TO WINDOW INSTALLATION. 1' .1/4'•KWTK-FLEX OR DRIL-FLET( 2 1/2' L ". r EDGE DISTANCE 1/4'A KWIK-FLEX OR DRL--FLEX OR 5 SELF DRIWNG SCREWS MNWUM OR 5 SELF ORE11HiG SCRElYS 1' THROUGH METAL WITH MN.3 1/4'•ULTRACCN WITH 1 1/2'MN „. THROUGH METAL WITH MN.3 MIN THREADS BEYOND THE SUBSTRATE EDGE DISTANCEINTO YWOOD. THREADS BEYOND THE SUBSTRATE FOR MAX.ANCHOR SPACING REFER Z MOMENT FOR MAX ANCHOR SPACING REFER TO' FOR MAX.ANCHOR SPACING REFIT EDGE DISTANCE TO TYPICAL ELEVATONS. N TYPICAL ELEVATIONS. TO TYPICAL ElEVAT Ote S ``TT1111IIIT1/AAA,, � 1 ATTACHMENT TO WOOD ATTACHME�'t TOM(�[.I'�O� ••• ••• ATTACHMENT TO METAL STRU(TAI 100 O..HERNq41 0 •• • • • • • • • • Na 51393 0 { • .kpp,-d NY vWIP yft wW 14 ►'U =DRAWING No. I FTN;Mtm�, a C' sraTe of P W01-15 f TYPICAL HEAD A10 MLL IOTSTALi�ATM IXTAILS ,oxA - GENERAI.NOTES: a • • • • • • • • AhA� S�ONAI. 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 7. • •• • • • • • • •• fJtD� I�'�(O A/I A SCALE: N.T.S. ••• • • • • • 7 "� FRANCISCO HERNANDEZ lJ FLORIDA P 51393 . SHEET s oF7 t • •• •• • • • •• •• s , ,•x WOOD a"BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO EXTERIOR TRANSFER(DADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO wlNooW INSfAlAT10N. :"::': aA ............... D(TERIOR a Sunshine Windows FINMFRIIR Manufacturing,Inc. � O �~ 1745 W. 33rd flocs NldNah Flarga 33012 1/4-P ULTRACON WITH 1 3/4•YIN. - / • MAW–OWE COUNTY APPROVED Ph:(3(15}164-11852 EMBEDMENT INTO CONCRETE/ ;' `- _ N WITH,/a•NMN.TNICIONESSGROUTFILLED BLLX:IC THROUGH 1 1/4"•KWIK–FLEX OR DRIL–FIDC SEPARATE NOA). 1•x WOOD BUCK. INTERIOR GR 5 SELF DRILLNG SCREWSY ALUMINUM ALLOY 6063–T6. FOR MAK ANCHOR SPACING REFER THROUGH METAL WITH YIN.3BE APPROVED BY BUILDING TO TYPICAL ELEVATIONS. 7HRFADS BEYOND THE SUBSTRATEL PRIOR TO WINDOW FOR MAX.ANCHOR SPM11C REFERATION. 70 TYPICAL ELEVATION& En h z "1/4• ATTACHMENT TO MULLION .. =i °• MAX .a , •. SHY SPACE z IU I � • � a zzA z� e 1 3/4'Mk EMIL _ EXTERIOR Q 6 O Q ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK W INTERIOR U THROUGH I"X WOOD BUCK Q L EXTERIOR 1/4.0 01IN-max OR GRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN.3 THREADS BEYOND THE SUBSTRATE METAL STRUCNRE WITH 1/a'MIN.THICKNESS.Ti FOR MAX.ANCHOR SPACING REFER A-36 STEEL MINIMUM BY OTHERS. TO TYPICAL.ELEVATIONS SINAL BE APPROVED BY BUILDING OF}lC1AL 3: I/4• PRIOR TO WINDOW INSTALLATION. j INTERIOR SLIM SPS j 1/4••ULTRACON WITH 1 1/2•MIN. ATTACHMENT TO METAL STRUCTURE EMBEDMENT INTO WOOD. FOR MAX ANCHOR SPACING REFER TO TYPICAL ELEVATIONS. / e 1/4• WOODEN STRIICIIIRE BY OTHERS MAST BE PROPERLY AITACIm-DS YAK 70 THE R GLAZING SYSTF]A LOADS 1 SHY SPACE APPROVED BYYBBUIDING OFFICIAL E AND g a t / PRIOR TO WINDOW INSTALLATION. w , ` of* ••• • • • • • •• C0 I HEr�AA/�� , 1/2•WK TLNTL • • •• • • • • • `4�4'r ,Yp� • •• • • • • ••• • • • • • • • • • • NO.51393 ATTACHMENT TO WOOD ' :• ! T D17AWING No. IwrA IIA STATE OF FT4riUs qq_ F<ORIDGENERALNOTES: TYPICAL J.�tOJB jVAL'�'`A'I QN D.HTAIIxS Kaw /�1VAL1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 7. • •• • • • • • • •••• • • • • • I . FRANCISCO HHERNANDEZ �_ ' FLORIDA PE # 51393 7 OF 7 ••• • •: • • ••• • • 1