The URL can be used to link to this page

WS-15-1625 0 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)75Sa972 Inspection Number: INSP-238051 Permit Number: WS-6-15-1625 Scheduled Inspection Date: December 17,2015 Permit Type: Windows/Shutkers Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LAWSON, PETRONELLA Work Classification: Window/Door Replacement Job Address:665 GRAND CONCOURSE Miami Shores, FL 33138- Phone Number (305)458-8621 Parcel Number 1132060172160 Project: <NONE> Contractor: FLORIDA SOLAR&AIR INC Phone: (305)428-2555 Building Department Comments INSTALLING 3 (6 PANEL) IMPACT RESISTANT DOORS Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed 0 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 16,2015 For Inspections please call: (305)762-4949 Page 11 of 39 k NE SPECIALTY ENGINEERING CONSULTANTS,Inc. ' DADE - BROWA.RD - PALM BEACH November 4,2015 Mr.Tim Gallivan Florida Solar&Air,Inc. 11956 Miramar Pkwy Miramar,FL.33025 Re: LAWSON RESIDENCE,665 GRAND COUNCOURSE,MIAMI SHORES,33138 FRONT DOOR HEADER PAD DOWN Dear Mr. Gallivan: Pursuant to your request we reviewed the front door pad down consisting of a single 39" long 4x6 pressure treated, southern yellow pine number 2, member fastened to the existing concrete beam with '/4" o x 6"tapcons 4"from each end and 6"on center staggered. We find that this connection is capable of supporting the design loads and is in accordance with the 2014 Florida Building Code. We hope that you find this information helpful and should you have any questions please feel free to call on us. Re$petfullyub itteti -Spegialt �ng ' �,�, sultants, Inc. "Vo tGAry g l p Spencer Ledgard,EI *.coresident ofEu Meering Project Engineer State' flgtida, Registered'Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30''Avenue,Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax:561-752-5542 j [(4b 'R X C MV RD— � Miami Shores Village i in Department �00 � 6 zd,� BId g Building 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 law IN - LIVE PHONE NUMBER:(305)762-4949 I lo FBC 20/x" ` BL) LD I N Master Permit No. c J s-6- Is- t 6 25 PERMIT APPLICATION Sub Permit No. 1W UILDING ❑ ELECTRIC ❑ ROOFING rn-1 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑,CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 665 Grand Concourse City: Miami Shores County: Miami Dade Zip: 3-3138 Folio/Parcel#:11-3206-017-2160 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: � r Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): PGA L/�OSCe f Phone#: Address:665 Grand Concourse City: Miami Shores Village State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: sus �e-r 2 01- C� CONTRACTOR:Company Name: Florida Solar and Air Phone#: 305-428-2555 Address: 11912 Miramar Parkway City: Miramar State: FL Zip: 33025 Qualifier Name: Alexander Mustelier Phone#: 305-425-2555 State Certification or Registration#: SCC 131151052 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: ;Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of 'Work: Q-t-In Y OV'� t�i h C�®1,c `( 1 JR E�c S r L Civ R WA epi ►�vs1 s_11v �, p n � Specify color of color thru tile: Submittal Fee$ Permit Fee$ 'co CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wi e approved d a reinspection fee will be charged. Signature l Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 01 day of November 120 15 ,by 01 day of November mber 2015 by � { w""—AJ ,who is personally known to AL-ex l� t''IUS�ECt�vhos�ersonally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: l rY1��I C a��fLov` Print: i;;, Seal Seal: 1........... ..•"Ym' TIMOTHY GALLIVAN ;_• 4P'.Y•.P�O�°° 71MOTHY GAILIVAN MY COMMISSION k FF 109817 _s4 p tr= MY COMMISSION t8 FF 109817 EXPIRES:May 12,2018 EXPIRES:May 12 2018 of F,,. Bonded Thru Notary Public Underwriters Bonded Thro Notary Public Underwriters 8c yr*�k�N**rlr�N�k�k it rleb#rk>K*rtr*rk�lr Ne ale*�k*>k*�k+k*%r�tr+k*�Ir*�[r rk�k>k Nr�lr*�k*Mr�lr�k*�Ir�[r+k�lr�lr****Ae�k�k�kffi�k#qtr*rk�k>le�Ir rlr rtr*�k�k APPROVED BY ��/ �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Sob Description: VAndow Replacement and Door Replacement Revision:Corrected Floor Plan and added a window In the master bathroom Opening#19 C Y IRAV t; UP f Over head Doors 20.6 Panel Door No Change Jeld-Wen \ 17.6 Panel Door 9 �f 80/80 20. 17. \ FL105 7 1 ®� 8 5 G 015 FL10537.1 Garage _J PHASE 1-Pernik PHASE 1-Pernik 10.Single Hun, QI`s 11.Single Hung 19-1/8"x 26-1/4" ♦ r 52-5/8"x 37-1/4" 10. 75/75 75/75 11. NOA 14-0915.078.Single Hung NOA 14-0915.06 Phase 2 Permit 26-1/4"x 62-1/2" Phase 2-Permit No change 75/75 12.Horizontal Rolling __ NOA 14-0915.06 Window Double French Door pha8e 2 Pernik 36-1/4"x 25-1/2" 12 Bathroom No Change 9.Horizontal Rolling 65/65 Window NOA 14-0915.07 110-3/4"x 38-1/4" Phase 2-Permit 65/65 13.Horizontal Rolling Win Room S. NOA 14-0915.07 Window 9 Phase 2 Permit 97"x 37-1/4° 13. Bedroom 65/65 egress NOA 14-0915.07 9. Phase 2-Pernik 14.Single Hung 7.Single Hung 36-3/4°x 52° Bedroom 7 19°x 38" 75/75 14, egress 75/75 NOA 14-0915.06 Phasea 2 2- POA mi Phase 2 Permit -Permit PKitchen C/) 15. on Single Hung ' 19.Horiztal Rolling �. 36-3/4°x 50-1/2" 15. i9' w Q L 0 75/75 Windo LU �. NOA 14-0915.06 Bathroom 37"X 38" QQ Phase 2-Permit 65/65 J NOA 140915.07 LL "� 16.Single Hung 1 a CT) u- 0 36-3/4°x 62-3/4" 16. W 75/76 Master Room 1 Q CE NOA 14-0915.06 egress 6.Horizontal Rolling Phase 2-Permit Dining Room ow L Wind C� Bedroom 6. /2"x 38-1/4" � Q Entry egress65/65 NOA 14-0915.07 (, m U ,, 1. 18. 2. 4. 3. Phase 2 Permit U �� CL- 3.Casement Window 5' 36-3/4"x 38-1/4" •• ••• • • • • • •• e • L No Change 63.3/63.3 • • • • • • • • • NOA 14-0506.01 •• •� ••� �•: •• S.Horizonte Rolling 1 1.Single Hung 2.Single Hung Window Phase 2 Permit 36-1/4°x 74-1/4" 36-1/2"x 74 36-3/4°x 38-1/4" 4.Casement Window • • • • • • • • • LLJ o-- U , 75/75 75/75 65/65 •• ••• •• • • • •• p W Q P NOA 14-0915.06 NOA 14-0915.06 NO 14-0915.07 36-3/4"x 38-1/4" !tl W - 7 Phase 2 Pernik Phase 2 Permit Phase 2 Permit 83.3/83.3 �- Z NOA 14-0506.01 ® U Q Phase 2 Permit 0 Z W 18.6Panel Door ••• •00 ••• 000 ••a 000 µJ ]eld Wen • • • • • • f 0- 0 iii-- FL10537.1 •• • • •• • • • • 6 �j PHASE SPermk ••• •• ••• �• ••• �• Pea Lawson 665 Grand Concourse ••• • • • • ••• • • 0 Kwq E"v"I S I W"'a' NMiamf Shores,FL 33138 • • • • • • • • ••• • • • ••• • • r 0 N AR 7LM MIAM 1-DARE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGU ` _ ONO y RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADS RAT[t3N DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwtiv.miamidade.eov/economy CGI Windows&Doors 10100 NW 25`h Street l�Ilanii,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and-the AHJ may immediately revoke,modify, or suspend the use of such product or material-within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18,titled Series Sentinel 120 Alum.Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11,dated-03/29/10,with the revision C dated 09/09/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted,hereip. 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 tris entire eNOA shall be provided to the user by the manufacturer or its distributors and sltap be gyao0tile;for iiViApn at the job site at the request of the Building Official. This NOA revises.addlebe qA#:InIQ32.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted docutpei tation was reviewed wed by Manuel Perez,P.E. . . .. ,� •• •• • •• NOA No. 14-0915.07 A7tAM1 r1UADE tours rY ••• - ' • • Expiration Date: September 22,2020 Approval Date: February 05,2015 •:• : :f • Pagel . 0 . . . 0 . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 1 AhUfacturer's die drawings and sections. 2. Drawing No W10-18,titled"Series Sentinel 120 Ahem Horiz. Sliding Wdw. (L.M.I./S.M.I)", sheets 1 through 11 of 11, dated 03/29/10,with revision C dated 09/09/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,<TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum horizontal sliding window,prepared by Hurricane Test Laboratory,LLC, Test Report No.HTL-0080-0102-10,dated 06/04/10,signed and sealed by Vinu J. Abraham,P.E. (Submitted unde)-NOANo.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 09/05/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentiyGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company QVIA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for tiwirVf aft C31eai and-Golor Glass Interlayers"dated 0619/14,expiring on 05)hl/16.: ••: : : :.: •. , r l • ••• •.• •.• •.• ! Manuel PM4P.E. 000• • 00.• • •• • ff Product ContrAl Exa finer :. :• • : • :• NOA No.44. 915.07 • •• ••. • • Expiration Date: September 22,2020 Approval Date: February 05,2015 ... . . . . 0:0 .• . . r. -1 . . . . • . . . . . . .. •. . • . •• .. ... . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE IME NTS 1. Statement letter of conformance,complying with FBC-5th Edition (2014),and of no financial interest,dated 09/05/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. H.TL-0080-0102-10, issued by Hurricane Test Laboratory, LLC,dated June 4, 2010,signed and sealed by Virru J. Abraham, P.E. (Submitted under NOA No.10-0510.12) 3. Proposal No. 09-0032 issued by BCCO, dated October 22,2009, signed by Renzo Narciso. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. .. ... . . . . . .. . .. . . . . ... . .. ... . .. . . . .. • ••• • ••• ••• ••• Manuel Piret,P.E. • • • Product Control Emincr .. . . .. . . . . • •• •• • •• NOA No.14-0915.07 ••• ••• • • Expiration Date: September 22,2020 Approval Date: February 05,2015 •.• • • • • ••• • E-2 • • • • • • • • • • • .• •• • • • .• •• TYPICAL ELEVATION 111• 110" �mU FLANGE WIDTH BUCK WIDTH p 6" 26 5/8' 5 1/2' 26 5/8" o MAX. ID"MAX. MAX. LIAR. 10'MAX. MAIC. Z HEAD/SILL MTG.STILES HEAD/SILL HEAD/SILL MTG. STILES HEAD/SILL mF•} A cC� 5 5 5 S ' �� 7' "� e'v m f a I I 1 f ( Q; U II II II 11 �I�- E u F jj F E7 II F jj F G l7 �tia a �l • i� / v v w a s ,f i / 8 ati h i� • i • II N 2 r S e7 U I II W E3i • z amf p • • 11 �I m U ttf rj II V •• •• of 10 •• a II n •• •i •i • Q•�•0•• D ii B1 ii o •• i• 5 •••• 5 II 7 II � N • • ••• i ••••• 1 1 I I 3 m RALSE MUNTINS• •••••• FALSE MUNTINS N m •••(SUSFACE APPUEQ)• 3 7 8° 32 7/8" AOOL ANCHORS (SURFACE APPLIED) 32 7/8" 32 7/8" AOOL ANCHORS �. i OPRO" • D.L.OPG. D.L.OPG. AT CENTER OF LRES&MTG.STILES OPTK)NAL D.L.OPG. D.L.OPG. AT CENTER OF LITES&MTG.STILES O dvS AT HEAD/SILL AT HEAD/SILL O W i• • • No" • SEE NOTE ON SHEET 2 36 3/8" SEE NOTE ON SHEET 2 p F ••••• i VENA WIDTH • VENT WIDTH •i•••: FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME y�P N O Mi n p 3 ttO' Zzl, BUCK WIDTH 3 O 5 1/2" 13 5/16" MAX. 5"MAX. MAX. 5y�J HEAD/SILL MTG.STILES 5' HFAD/SILL A O B MTG.S11l.ES \ U SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOTV DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PRonucrRevlseD �� u CHARTS SHOWN ON SHEET 3. ascompl)'ingIilhtlnPWclda g tl II Building ca Code 1$- cce it g A µlnn4 E2 n f I} F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 2(irZC P P 6 II 6 II 6 Cspvarion I* Data r- x / OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY `+f - ---- —_— '/ APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS By m $ �r ?r IN BETWEEN. tv)i d. Product a l LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ✓' 'a v .n -I II WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS ^' "'o II(I II �„�7 INSULATING LAM. GLASS °o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE j, REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT ` 82 II WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 8 II LOADS TO THE STRUCTURE. E•Igr.JAVAD AHLIAD � r ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE X92 CAA FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE APPLIED) NOT PART OF THIS APPROVAL, 8 OPTONAL D.L OPG. D.L OPG. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O 36 3/8' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT droW7; �; VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE QN 2 W 1 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ��V n (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) FLANGE DIALS. BUCK DIMS. GLLSS TYPES'A'&'Al' GIASS TYPES'8'&'BI' FLANGE DIMS. BUCK DIMS. I GIdSS TY W&1i'l GLW TYPES'B'&'BI' FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'&'Al' GLASS TYRES'B'&'81' WIDTH HEIGHT WIDTH HEIGHT EXE.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z j 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 37' 26` 36" 25' 65.0 65.0 80.0 90.0 106-1/4' 26' 105-1/4' 25' 65.0 65.0 80.0 90.0 106-1/4' 26" 105-1/4" 25` 65.0 65.0 80.0 90.0 !e" g 53-1/8' 52-1/8` 65.0 65.0 80.0 90.0 11I' 110" 65.0 65.0 80.0 90.0 Ili' 110' 65.0 65.0 80.0 90.0 a 74' 73' 65.0 85.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65A 65.0 80.0 90.0 4 26-I/2' 25-1/2' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-1/4' 37-3/8` 65.0 65.0 80.0 90.0 706-7/4' 38-3/8' 105-1/4' 37-3/8° 65.0 85.0 80.0 90.0 �t a 37' 38' B5.0 65.0 80.0 90.0 111' 1t0" 65.0 65.0 80.0 90.0 111` 110° 63.0 65.0 80.0 90.0 p 38-3/8' 37-3/8" n 53-1/8' S2-1/8' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74' 50-5/8° 73' 49-5/8' 65.0 65.0 80.0 90.0 V M 74' 73` 65.0 65.0 80.0 90.0 106-1/4` 50-5/8' 105-1/4' 49-5/8' 85.0 65.0 80.0 90.0 74" 63' 73' 62' 65.0 65.0 80.0 90.0 Q 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 Q 37" 36' 85.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 50-5/8' 49-5/8' 53-1/8" 52-1/8' 85.0 88.0 80.0 90.0 106-1/4" 63' 105-1/4' 82' 81.8 87.8 76.2 78.2 M� 74" 73' 65.0 65.0 80.0 90.0 111' 110° 60.0 60.0 76.4 76.4 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 106-1/4" �, 105-1/4" 62, - - 80.0 90.0 • •••• 37' •�,• 38' 62' 85.0 65.0 BO.O 90.0 171' 710' - - 80.0 • 53 • • 111, 65.0 65.0 80.0 90.0 ••••• •74' ••• 73' • •• X0.2 60.2 74.3 74.3 q ••• •74" 83° •73' 111' - - 80.0 90.0'k 6 • •• It v ) •�••• : • • : • : * N ADD4 ANCHORS REQUIRED AT CENTER OF UTES AND MTG.STILE ENDS. 0 •60 • 0000•• 0 ♦i•••• • •• • w 0uj O ••••� ••• • • 0000 � O� tai j • (1/21Y) (1/2W) (1/3W) (1/3W) (1/3w) (1/4W) (1/2W) (I/4W) • •• :i •• G ii ii �i �i • •• 0000• • •/• •/ Y / •/ J / U)NnN � s, id p M•� • • 0000 Zz •Y •• OPEOI%VECTS TO BE!1'J'2 01'THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 C) • • • 'XO.OR•OX'• U ,k' • • • • 'XOX' XOX' • ••• •• 0000•• • • 7!'TYP. BUCK DIALS Yt'TYR BUCK DIMS BUCK DIMS + gR PRODUCT REVISED £ m complying naidt lite Florida v FLANGE FRAME EQUAL LEG FRAME AN ADAPTOR F AME BoildingCodt $ a Acceplancc No/ -11 g15•t;`7 =g Bhpiration Dale I,e FIANCE DIMS I FIANCE DIMS By + '•''fit .. Mi Dade Product Cantrot-1 c d ao��8 H fie$ Lam V FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME Eqr.. MAOM*MD FLA PE/70592 a STD. MTG. RAIL: H.D. MTG. RAIL: 35J6 a •• k LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: S -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION 015 W10-18 DECLARATORY STATEMENT DCA05-DEC-219 sh6et-2-f 11 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ��U (XO OR Ox SIZES) (XOX SIZES) (xoX SIZES) BUCK DINS. CUSS TYPES'A'&'Al' GUM TYPES'r&'Bl' BUCK DIMS. I GL=TYPES'A'&'AI' GId53 TYPES'B'k'Bl' BUCK DINS. GLASS TYPES'P&'AI' GLASS TYPES'8'&'BL' � WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) VADTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O 25-1/2" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 36' 25" 65A 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4" 25' 65.0 65.0 80.0 80.0_ 52-1/8" 65.0 654 80.0 80.0 110" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 q v 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 804 73" 65.0 65.0 80.0 no tl. 25-1/2" 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 55.0 80.0 80.0 36' / 65.0 654 80.0 80.0 110" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 C a 52-1/8' 37-3 B' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73" 49-5/8' 65.0 65.0 80.0 80.0 ��V a M 73' 65.0 65.0 80.0 804 105-1/4" 49-5/8" 85.0 65.0 Sao 80.0 73' 62' 65.0 65.0 80.0 80.0 25-1/2' 654 65.0 80.0 80.0 L73" 66.0 65.0 80.0 80.0 n 38' 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.049-5/8"52-1/8' 65.0 65.0 80.0 80.0 62" 61.6 61.6 804 80.0 Q 73" 65.0 65.0 80.0 80.0 60.0 60.0 B0.0 80.0 Q z CIS 25-1/2" 65.0 65.0 80.0 80.0 IY elf •• 3665.0 65.0 65.0 80.0 80.0 O • • 1152-j • 65.0 65.0 80.0 80.0 •• • 1111,616, • •60.20 60.2 80.0 80.0 n • ••• • • • • •• • • 0,0111, •••••• • • "" a •�• • • •••• a o� • • • (1/2W) (I/2Wj (1/3w) (1/3w) (1/3w) (1/4W) (1/2w) (1/4W) O W v •0 • i. ii S• ••• • • •••• tii •• ••• NV,f,m ••• •• ••••• • • R ONM� • • •• OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH p a •t► • •••••• z z� •�• •• •• • XO•OtI 'XOX, XOX' • • • • (7ov • • • • BUCK DIMS -09 p FIN FRAME 02 i 5 o_ PRODUL'I'ItFVISBD 01 E o S as complying wilh the Florida FIN FRAME Buildin Code Ja"T �t3.G? Ac'pcepta0co NO ES E21 `� l Engr.JAVAD AHNAD t BY � �7G•1 CML -I"_ Mian Dade Product ConuoL.- - FIA PE i 70582 CAN.'3s3B LIMIT STD. MMAX. LOAD TO ±65.0 PSF LIMIT MMAX.ROAD TO ±80.0 PSF VAIL: J' GLASS CAPACITIES ON THIS SHEET ARE o E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION JA 2U15 W10-18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 1/8'ANN.GLASS 1/8'HEAT STREMD GLASS 0 .075"Interlayer 075'Interlayer �p 3 So ex CP With PET Cora Soft"CP WRh PET Care m BY'Eastman Chemical Co.' By'Eastman Chemical Go.' .090`Interlayer 090'Interlayer 1 Soflex Clew And Color Gloss Soflex Clear And Color Glass ¢ By'Eastman Chemical Co.' By 'Eastman Chemical Go.' Q[�iyjL 090'Interlayer 090'Interloyer 66, DuPont SentryGlas DuPont SantryGlas �.D By'E.I.DuPont De Nemours&Co., Inc.' By'E.1.DuPont De Nemours&Co., Inc.' anty 1/8-ANN.GLASS 1/8'HEAT STREN'D GLASS zry m E" SILICONE SILICONEx caa O N• •• CE 1200 z m GE 1200 Ver g • DOW CORNING 899 g DOW CORNING 899 a • • •• LN �ORNING 995 3 hlt DOW CORNING 995 LL Z yj�s a • • • Iw • 0 • •••• 0 Es 00 M • •••• w• •• M7 vAT aDk I UTES M7 AT 1/4 T NTTS5 ON UTES VADERN •••• It,•• S TYPE."A"••• GLASS TYPE 'B' gg p • • 05/16'MMINAL LAM.0"• 5/16'NOMINAL IAM.GLASS p{ S W • •••• •• • •••• F-N 0 • I/OANN.CLASS• 1/8'HEAT STREN'D GLASS • • •• 0 `1❑❑tallyp[[ 075'Intertayor R O N M Sole"CP YCtlj PET Cwe Soflex CP With PET Core D 3 m • •••• ••• • By' atmon Chemical Co.' 8y'Eastman Chemical Co.' Z Z� 080'Interlayer 090'interloyer 3 0— 1/4`AIR SPACE • Softex Clear And Color Glass 1/4'AIR SPACE Safi"Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical CO.' V o g 11 1 1/8'ANN. GLASS .090'Interlayer 1/8`HEAT STREWO GLASS .090'Interloyer DuPont SentryGlos DuPont SentryGlcs By'E.I.DuPont Do Nemows&Co., Inc.' By'E.I.DuPont De Nemours&Co.,Inc.' 1/8'ANN.GLASS 1/8'HEAT STREWO GLASS SILICONE Eu SILICONE o z m GE 1200 y m GE 1200 P f yr DOW CORNING 899 w DOW CORNING 899 `�p 2{3 Mt DOW CORNING 995 t11 DOW CORNING 995 \ \� of � i it 6 O 0M EMS o$ E gas M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'Bl' e6 AC R c CONSISTING OF: Ent.-JAVAO AHMAD r •� PRODUCT RBVISBD �+ 0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL.LAM.GLASSMETAL SPACER AROUND flA,pCML 7OSg2 a4 complying with the Florida �+ THE PERIMETER OF THE GLASS. CAN:3539 Building Code ' ., n Accepimrco No/`�-eTS.C7 s k NOTE: Hx�imtion Dslo cl -��1w.�(l'1LI $ 0 5 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING BY<=.-/��f droWin�g—nom EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bt' MUST BE TEMPERED. Mimnj adeTJ Product Cavuol J�1 2 01 0-1811 sheet 4 of 11 TYPICAL ANCHORS METAL LRE FLANGE & FLANGE ADAPTOR FRAME o y�U M SEE ELEV. Illy � FOR SPACING � of WOOD BUCK TYPICAL ANCHORS •' "a.e EE ELEV. Y' Z 4 " ° °d'" EDGE'DIST.' FOR SPACING m rl O J r___________________i _ {tee I1 MIAMI -RADE COUNTY APPROVED 11 , d: ° - a EDGE DIST. �t uti g Fn . j MULUON&MULLION ANCHORS ESEPARATE o 3 0 1 0 11 E PARATE NOA I I a 1 1 o: IST. I I EDGE DIST. i IIj _ vo � 08 • I TYPICAL ANCHORS EE ELEVTYPICAL ANCHORS • • �I i AI ' SEE ELEV.FOR SPACING FOR SPACING • • • •• � ' • • p-z-3/s�uw. WOOD BUCKS AND METAL STRUCTURE NOT 8Y CGI WDW. � y • I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • •••• • AND TRANSFER THEM TO THE BUILDING STRUCTURE. is I • •• :40 0 ,' ' i••i • TYPICAL ANCHORSEE ELEv.FOR sPAC9mG • i ; "r 2-3/8'MIN. 0410411 ••• ],/4" DIA. TAPCON BY 'RW' {Flm720 KSI,Fy=92 KSQ O L • • no • • • • • , ••• N � 1J4" Dla_ ULTR4CON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) O w • • •• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0 ti • o • •••• • o ____ 2" MIN. PENETRATION INTO WOOD $ $3 • •o a• • THRU 1BY BUCKS INTO CONIC. OR MASONRY in N m o WHEN USED THE MIN.WOOD BUCK' Q 3 M • O • • ° DEPTH SHALL BE Ar.THE USE of 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY Q p M M • • • ai x DEEPER OR BEVELED W�8UCK5 IS �"'. n • • •W • • °' • • O `3 PERMITTED. DIRECTLY INTO CONIC. OR MASONRY Z z [� • m R$ m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �3 0_. c g W k" J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) V o W INTO MIAMI COUNTY APPROVED MULLIONS (MIN. THK.=.690") 0 INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $�i5� At �1 ET I TYPICAL EDGE DISTANCE m W P At INTO CONCRETE AND MASONRY - 2-1/2" MIN. u$ INTO WOOD STRUCTURE = 1" MIN. ro 2 u9 j INTO METAL STRUCTURE = 3/4" MIN. t I (g WOOD AT HEAD,SILL OR JAMBS SG - 0.55 MIN. e v S i CONCRETE AT HEAD, SILL OR JAMBS Pe = 3000 PSI MIN. 4 t I C-90 HOU.OW/FILLED BLOCK AT JAMBS I'm -2000 PSI MIN. •>10 2^8 O I t 2 O I t E.7,JAVAO AHLIADo •. PR.ODUCT'REVISCD I°•r r A PEMIL 70592 as complying with the Florida FI A.PE 3t{ BailliasCodNn 14 a97� k ° o Acceptoae u •• s ' Ea 6ationDatc 2GZG y _ ) Dn o Product CoWrgT" ° EDGE IST.' "°� ° a TYPICAL ANCHORS j 8 I TYPICAL ANCHORS / p EE ELEV. ¢ e ° EE ELEV. WOOD BUCK FOR SPACING FOR SPACING NKII � sheet 5 of it FLANGE & FLANGE ADAPTOR FRAME 4,V 0 1/4'MA1(. BUCK YAOTH t/4'MAX. o SKIMS SKIMS z P VENT WIDTH VENT WIDTH TYPIGll.ANcr+oRs FLANGE ADAPTOR FRAME 0 SEE ELEV. i=ii a FOR SPACING L) t/z �._o• • • •-- ••_.. _ _-_-- __.. .._.._.._.._.._.._.._.. ��s O v t 42 WOOD 8 K 000 STRCUSCREENS OPTIONAL WUcdf • ! '� ••••WOOD BUCKS • W t� • •••i > • • • XOX LAYOUT EXTERIOR TYPICAL ANCHORS O ' :0 :900 • • O.L.OPO. SEE ELEV. • • •••••• MIAN!-OADE COUNTY FOR SPACING N • •• •••••• m APPROVED MULLION � I • • • .MULLION ANCHORS /\ "r •••• ••• • •••••• SEE SEPARATE NOA 1At umi ss *60000 BUCK Y T BUCK WIDTH \J N O ALTERNATE � r • •••• • • •••• SWEEP LOCK W • • • ••••••F___ 1 OPTIONAL TO • Ir TI 2 NO.LOCK • •••• •• • •••••• 1 II �ym� • • �N 9 • • •• • -BI 1 I ------ • •••• • • 11 G{ ZZJ •••••• n EE!s t�2 Ht:E� • • I �0 � -_a O TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING 1/4'MAX- BUCK WIDTH 1/4"MAX. � o SHIM I SHIMS VENT WIDTH 13 13 K p 1 6 F TYPICAL ANCHORS 14 E F Q TYPICAL ANCHORS • g SEE ELEV. SEE ELEV. 2 FOR SPACING dt FOR SPACING vo o_ a o$ � _ -t /4• INTALLATION DETAILS SHOWN ON PAGES 5 c N -- - - t �� AND 6 APPLY TO BOTH FLANGE FRAME AND °c a m METAL p - FLANGE ADAPTOR FRAMES. STRUCTURE ....._.. ____ __ _ Engr:"D AHMAD r PRODUCT REVISED -SCREENS OPTIONAL Off' as eonlplying nilh the Florida F CA.NN.tUP2 Building Carl /4 09ts.G zc k Acceptance No 1 '}A EB 1 BY 1?apiraion Date '�'�J�1'J�" o EXTERIOR I WOOD eucKs Bylll�� o XO LAYOUT O•L�G• Aviian>yDndeProductConuol drowtng no. W10-18 sfieet fi of 11 TYPICAL ANCHORS STWAL RUCTURE EQUAL LEG FRAME SEE EIEV. ,BY I FOR SPACING wm WOOD BUCK TYPICAL ANCHORS I r---------------- o aa' aa` SEE ELEV. m r_______ i 3 <a " a. "X EDGE DIST. FOR PACING g p� 1 IAIAMI-DADE COUNTY APPROVED j Z ° ,, I I SEE SEPARATE N 11 ULLION&MULLION ANCHORS O zd g r DGE I OA 1 v�+ EDC DIST. T. a 1I EDGE I I g ., .,,., � � � DIST. ^ II Am LL N of E3 I E7 STYPICAL EE ELEV.ANCHORS O Q p TYPICAL ANCHORS • •• I ' FOR SPACING FOR SPACING ••••• •• • • • EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY J- • • 0 •••••• INTO WOOD, CONCRETE OR METAL STRUCTURES • •••••• • • • TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK, o • • SEE FOR SPACING ELEV, • • • • 2 3/8'MIN. � m • 000000 1f4•MAX BUCK WIDTH �7 • 0000 • •• • ' SHIMS 000.0 0•• • • • • \ V V)• 0 0.0 • 0 ••0•• • • 1 1/4O F1Fy-j me. V) •0000• 00• _ _ _ ��` i- 0 • • _ ��^ m • • Q•• • • D _____ �i ONM ri • H�y • i a 0.000• W • x y� ZZJn •••W•• '� m r3 ��)_....................... _.. WEN USED 711E MIN.Yf000 RUCK o DEPTH SHALL BE 27d•.iliE USE OF 3C) • �'! • oa 1 DEEPER OR BEVELED WOODBUCKS IS MIAMI-DADS COUNTY APPROVED MULLION (c� oAJ PERMITTED• &MULLION ANCHORS U p E8 SEE SEPARATE NOA U 9 O RUCK WIDTH SUCH WIDTH � yy C Fr---7l a E7 M9 I I e, i i oagag C12) I � ,�' -- •� c ffi m S B 1 I \ SEEICAL ELEV.FOR SPACING I t i _ ,'JAYAD AHMAD PRODUCT REVISED Y3 dYll 4n a < FIA.PE m mn 70592 �P)1 RA'IOIIhO Fiodda ,� P a° DA35MAclemSceNo1 "GY'S.C? sg $ ' f ° a Rvpiru�i'roron Dalo .�ia� $ e to EDGE DIST.v °° �° A �_ z TYPICAL ANCHORS BY f J 6r drawing no. TYPICAL ANCHORS s'. i 8 A*I 5 Mr Dnde Product Control— ' s 1 SEE ELEV. AN D' IBV v I SEE ELEV. '' FOR PACING [W10-18 W000 BUCK FOR PACING .•°� sheet ] Of?! TYPICAL ANCHORS ILLUSTRATIVE DTLS.ONLY SEE ELIY. FIN FRAME 4" o EXT.OR INT.FINISHES NOT BY CGI FOR SPACWC o1 z f T. Ell 1 1/2° \ 3 O ' o HOUSE WRAP ^ TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 a NOT BY CGI 08 SMS (GRADE 2 CRS) A2 ,2 1 INTO 2BY WOOD SUCKS OR WOOD STRUCTURES p ri BACKeED 1-1/2' MIN. PENETRATION INTO WOOD E3 CAULKING zry l7 E7 g IL'R • •• li 1 3 • • /1• • 4 Gl��- •1••11 •1111• • • 0 •111•• • •• • ' • \ � 1.111 • �p •1.11 � • Ow f••••• ti WOOD STRUCTURE 1/4°MAX. BUCK WIDTH 1/4°MAX. • • ap • • NOT BY CGI GAP GAP s o 0:04100 o •f f � 1/2°MIN. 1/2°MW. (f7 to N • • Y a3 111111 •1f • ��° • m zz�J, E2 O o 1 BACKSED CAULKING U 1 II E7 ��—.._._SCREENS OPT. ._.. .. .. F Al M9 HOUSE WRAP EB 1 NOT BY CGI El EXTERIOR o o$ g d2 B`� BACKBEO CAULKING o ° E^on JAVAD AHMAD PRODUCT REVISED I L CIVIL as mnplying with the Fladda FLA.PE CAN. 3 2 Bonding Code HOUSE WRAP Aeceplancotld-QQi$.Q7 s ' NOT BY CCI Bxpirallon Date �2G 1 1/2' z � J� 201@ )Aron D da Product Coat/ drowmg no. TYPICAL ANCHORS 'J �" W10-18 SEE ELEV. FOR SPACING sheet $of 11 ITEM PART$ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMAKES l4 lu Et CGI-100 - FRAME JAMB®FUfED GLASS 6083-T6 CCI EXTRUDER E2 CGI-113 - FRAME SILL _ 6063-TB CGI EXTRUDER E3 OGI-102 - FRAME HEAD 6C63-76 CGI EXTRUDER Z CC r' E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER 7d'I E5 CGI-104 - LOCK RAIL 6063-16 CGI EXTRUDER E8 CGI-145 - HANDLE RAIL 6063-T6 CGI EXTRUDER g E7 CGI-106 - SASH RAIL 6083-T6 CGI EXTRUDER ES CGI-107 - 5/16'GLAZING BEAD 6063-TS CGI EXTRUDER O u E9 CGI-108 - 0.700'GLAZING BEAD 6063-T3 CGI EXTRUDER EIO CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER V fenf++ff1 Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER W E12 CGI-135 - IF FRAME JAMB 01 FIXED GLASS 8083-T8 CGI EXTRUDER 0 Q O_ E13 CGI-P6 - IF FRAME HEAD 6063-T6 I CGI EXTRUDER0 E14 CGI-639• • - IF FRAME JAMB 6063-T6 CGI EXTRUDER • E15• CGI-T40 0 - 1'MUNTRI 6083-T5 CGI EXTRUDER !4 • 16• CGI-141 • - • 245'MULLION 6063-T6 CGI EXTRUDER Q z £17 CGI-M• •• - 5 REEN FRAME 6063-15 CGI EXTRUDER Id cell • 1 CGI-llz SrL SNAP IN 6063-76 CGI EXTRUDER •E18 CCI-115• - •••••SILL FILLER 6063-76 CGI EXTRUDER m • CGI-416 - •• *FAME JAMB 6063-TB COI EXTRUDER E21 CGI-017• • - • • HD LOCK RAIL SD63-T6 OGI EXTRUDER 0 0 0 V FRAME SILL 6063-T6 CGI EXTRUDER • • CGI-109 • - •••6FRONT FLANGE ADAPTOR 6083-T6 CGI EXTRUDER O O W • •Mi• CW-382V - GLAZING BLR.B VINYL(DUROLIETER 75-80 SHORE A) PVC - • M2 • CGI-111 • - offREW COVER(oFT10NAL) PVC - • •NL• CGI-112,• i'® AN060"•"IAL LEG COVER/SHIM PVC - $ H n M4 -• 0 7 V X 0.0497 GE1200 SILICONE SILICONE GE N M m MS - 0.700'X OZ4 SFND DEW 995 SILICONE DOW `�.-' O M^ • •4hS• - 0.7SU'X 4040'BEAD Oft 899 SILICONE DOW g Z Z M7 - 2/UTE SETTING BLOCK EPDM DUROMETER 8035 SHORE A �Ezf O M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. M9 684 - ROLLER TRACK PVC - (�j O ME M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON — 0 M11 W2320ING — PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. IA12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M U14 391—N 1 PER SASH ANnuFT BLOCK NYLON M&M M15 — OPTIONAL RERCULATEO FOAM 30 PPI — — c$ R MI6 CGI-134 — JAMB SPACER PVC PROTOTYPE OR EQUIV. �d B M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. n MIS CGI-132 2PER WD.2' SASH STOP PVC PROTOTYPE o M19 CGI-111 0 FR.HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M U22 - VARIES HI-FLO WEEP COVERS PWC AMESBURY OR EQUIV c 6 S2 - 2 OR 3 PER CORNER If 10 X 1 1/4'LG.PHL PH.SMS ST/ST.ASSEMBLY SCREW S3 - 1 1/4'EMBED. 6 8 X 1 1/2'I.G.PHL PH.SMS.FIN ANCHOR SCREW - O S4 - 4 PER WD. B 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW SS 2 PER WD. y 8 X 1'L.G.FH.SMS. ST/ST.SPIRAL S.ASSEMBLY - - I Engr JAM AHMAD S6 - - !P 6 X 1/2'LG.FH.SMS.•(%11-133 &CAM LOCK _ _ a PR0UUCT REVlS8 - 4®M.RAIL 10 X 4'LC.PHL PH.SMS. ST 5T.ASSEMBLY MEETING RAIL _ _ Bplyingwitl�theFlaidn/ Building Code14-09f5S9 - 2 PER ANOLIFT ® 10 X 5/8'LG.PHL PH.SMS. ST/ST.ANRUFT SCREW - - Ur �1Bdrawing no.W10-18 sheat 9 of 11 2.440 2,440 2.113 •ate .065 � o 1.015 r "� o .705 .050 IYP. .705 .050 IYP. Z 2.101 1.301 01 1.301 1.550 7,6gp za 2.846 .065 I 1.801 .065 .864 .884 �. g I trP. 2.346 rrP. 12zo 1.007 050 5/16° GLAZING BEAD E9 .700° GLAZING BEAD a G iI� V .065 1.395 g, � 1.155 1.155 m'• 1i C w II 1.449 /�FF.. 1.015 F� 1.015 1.368 .745 Elt NAIL FIN ADAPTER 1'395 8 1 I.�'a.1'1 E13 E3 E4 I ��180 .293 d O M FLANGE FRAME HEAD FLUSH FRAME HERO O MEETING RAIL 1.496 u5or�-T .080 Q p 1.15 •• 1.015 I� FI,77- r_5 065JJJJ.140 • • Z tb,t p • •• • ••• t•t� 7YP 2.2s4 u3 FLUSH FRAME COVER M2 SCREW COVER ''b £ •• •• 1.255 a • • • • • 1.015 1.220 � O • 1 • •• • i_ � 065 m • •4so 1MP. •• • � 0 065 m w • • 1N'' 1.043 j 1 • •} 5 ••• • J2 .:• • 3.185 2.885 • • • • • • ES LOCK RAIL Eta SILL FILLER N N • •• • •• • 1.788 O Q W • • • 1.450 g • • ••: • 180 �to • •••• •• • ••• •• xN o 2.*a0 2.440so v F 7� • E22 •• FLANGE FRAME JILL ••• FLUSH FRAME SILL 1 015 065 2.310 ,R--i11 0 3-,J N •••••• typ, 1220 d Z Z4,N 737 2.757 E23 FLANGE ADAPTOR o g X03 OCC .065 065 71P. TYP. E21 ALT. LOCK RAIL � 2.505 2.613 2,505 2.813 I 1.692 Lw w 170-1-1237 991 . .00 500 S91 2.195 2.737 1.015 Eta FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) U �wo�o �{ .811 �{ .811 1.043 0 0$o$ I I E6 W HANDLE RAIL 0 1.025 2.505 .065 TYP. 2.505 .065 NP. Engr:JAVAD PRODUCT ItEVISL•DCIVIL r TI�� f1A PE/70592 as complying with the Florida S 1.015 1.01 1.395 CAN.3do Cdo 536 Acce mpfmce No iS s B .745 Exeiretion Date !rw 065 1.000 .500 a By ��- �. O 1.7x5 1.2x5 1.015 JF77 Mianty ndaProducl ntrot drawing no. _ wta-1s E12 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) E7 SASH RAIL shoal j0 of U U 52 / Q n j �o • •••• • • .0.000 • 0000 • • • • • • so 19 • 0000 • •• •• • N • • • • • FRAME TOP CORNER 0000 ••• • 0000 • 0000 • 0000 to • • VjNT TOP%B(iTTO11 CORNERS '9.' • 0000 32 O W • • • 0000•• f • 0000 •• • 0000•• • • • to F.- & •• • •• / �9.Nj�w1 0 • • / Q M M • 0000 • • • 0 3 m goB�S q $a$ ��a m o 0 FRAME BOTTOM CORNER Eng,."JAVAD AHMAO PRODUCT REVISED CML as complying wil0 the Florida ' FIA PE 70592 Bulldiag Code ' Acceprancc lw '" •C2G " a Bapimtwn Date yy .# t 59 t S � ti 3 t gy�Gl"` G4D2 0 '.Dade prodod Cm�uid — drawing no. 1A 2 W10-18 FIXED MIG. RAIL CORNER sheet of RECEIVED Miami Shores Village Aug 2'0 2015 Building Department 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 20/y Ir4/ BUILDING Permit No. U)i 7_/6 zs— PERMIT APPLICATION Master Permit No. Permit Type: BUILDING` ROOFING JOB ADDRESS: (ahGI City: Miami Shores I, County: Miami Dade Zip: Folio/Parcel#: 11 -$ ��U—U I U o Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple T'd hoIder): ) Phone#: �� (S Address: City:L` 1111 - �`� State: �— zip: Tenantaxssee Name: Phone#: Email: CONTRACTOR:Company Name: 10 HVlA ML Y CAAV Ail Phone#: Address: 2 1 e Y �� E City: V`v State: Zip: (/ Qualifier Name: Phone#: State Certification or Registration#:,�! U I 10 Certificate of Competency#: Contact Phone#: -7!jU _EmailAddress: DESIGNER:Architect/Engineer: f Phone#: Value of Work for this Permit:$ Iq( Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work:* ;�' e Color thru tile: x�xnx��x�x��xxx��ux��xxxxx�xxux��xxFeesx�xxxuu�x��xxn�x�x��x��xxxux�x�x��x��n�n�xx Submittal Fee$ Permit Fee CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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:- understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspe n Mn e approve and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The fore ing instrument as ackn ledged before me this e7 The fore oing instrument was acknowledged before me this 1-7 day of ,20 5,by -a � � day of ,20 Q.),by who is personally known to me or who has produced who is personally known to me or who has produced-012 ifAA11C1t 1/ y As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBL Sign:24Z/ � Sign: Print: Print 0g My ComissionMY Co P E � ON#FF 109817 x r MY ;�.�, 11MOTHY r3ALUY/1N F# E)(PIRES:May 12,2018 `* ! My COMMISSION#FF 109817 gid Thrn No"Publ�unde�e� ';�. , �= EXPIRES:May 12,2018 Rt t1t'' Bonded Thiu Nota y P b Htak� �•,• $s$ak8sgsgageilagsgagagagaala$ak ofask'k 'kk+k H=kikkkikikKaHaskksk8ak8asIsskakakBakHaNakikakak � akakakakIa$aaksk APPROVED BY , Plans Examiner Zoning Structural Review Clerk (Revised 3/1212012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ••• �— ®®✓V�L1ti LR�.LU cv wuugow a Gbasl3l7tS7e77 www.solarendaircom O Name: �� Lf9.fi� Phone Res: Mobtle: Address: 6 S ap".4"'a-6 city: Aje&r i .fhor" ST: Al— Zlp: ' - This contract is made and entered into this a day of_ /l.J�. 20ff_by and between Florida Solar&Air,Inc.,a Florida corporation ('FSA',and owners)named above of the residence located at Ole address listed above("Buyer'or'Owner). The Work FSA a Directions are viewed from the Inside. grass to perform the work described as follows: On sliding glass doors active and faced 1) Remove existing units to be replaced(NOTE:Removed items are likely to be damaged.) panels are identified.On casements and 2) Prepare openings as necessary to receive replacement units. single French doors,the hinge Is Identified as either right hinge or left hinge.On double 3) WINDOWS:O❑CWS Vinyi Insulated ❑Simonton Vicryl Insulated ❑Other_ French doors the more active door is Identified. XCGI❑TM ❑ETI ❑PGT(Aluminum Insulated ❑CGI❑TM ❑ETI ❑PGTAl.*.n Nom-Insulated 4) DOORS:Install❑TM ❑CGI❑PGT Aluminum Insulated ❑TM ❑COI ❑PGTAlumfnum Non-Insulated ❑Other Impact:(�)Non4mpact:( ) Color.White: , Tan: Bronze: Grey Mill Finish: Other. Grids Double Huna Sinale Hung 2-1- Casement Picture Wind o Other Yes( ) No( ) Qty_ Qty Qty Qty .Z Qty_ Qty .3 Standard J_ Custom FA AF FA FA AF A& Sliding Glass Door Single French Doors Double French Doors Geometric AA AF FA RAAF AAF FAA RH( ) LH( ) RH( ) LH( ) Qty_ Qty Qty Qty Qty Qty QV— Qty Glass: e /^e 01-0 w. A, i G�8',�qw 36y INITIAL FGRE 5) Work NOT to be replaced: IX�G G I'Ztl�L�Gv�GL /6 o +lrr IINN THEE�RE W 6) If applicable,removing A/A hinter panels,and/or -�((4& bars IN171ALHERE 7) Special Instructions: eA/P 8) Cleanup job debris and provide necessary permits and Insurance.Should FSA be unable to obtain proper permits(for whatever reason)prior to commencement of any work,FSA shall refund any previous payment and this transaction shall be automatically cancetled. g) Additional Work:(No finish work other than normal Installation is to be done unless noted here) 0-4741.9 Schedule: Contractor shall use best efforts to commence the work within_days atter execution of the Contract(the"Commencement Date")and shall endeavor to complete all Work hereunder within Idays after the Commencement Data. Installation dates cannot be guaranteed as Product(s) availability may vary. p !, Contract Price: The TOTAL PRICE for all Labor and Materials is $ 1 G ..C52.00- Contract Price $ Down Payment(30%down) $ J- V .00 Sales Tax(_%) $ +� Balance Payable $ /3 Q$7.00 Total Contract Price $ Customer understands final payment due upon completion. INITIAL HERE Financing. Circle one:AYES br NO]Owner elects to apply for financing of the above balance payable. If yes Is circled,see financing agreement and related document. Receipt of Final Payment: After receipt of final payment,1)the Inspection will be coordinated;2)FSA will send Buyer the Manufacturer's Warranty; 3)FSA will provide Owner a Final Waiver and Release Lien and Contractor's Final Affidavit to Owner,substantially similar to the fortes in Chapter 713, Florida Statues(2005). BUYERS RIGHT To CANCEL:This Is a home solicitation sale,and If you do not want the goods or services,you may cancel this agreement by providing written notice to the seller In person,by telegram,or by mall.This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third businos,day after you sign this cancel this agreement,the seller may not keep all or part of an cash down g agreement H you explanation of this right y payment. Bee attached notice of cancellation for an IN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal,.as of the day and year first above written. M: FSA By ,�GT.tz�o ( of�'^ar> mo" 8 oP�Tttb 03'liCr (Slgaatara of Ov ) (Gate) Home Owners Association f Name: Phone fk YES( ) NO ) Building Name: -1 X25 Miami Shores Village ? Type indo%ii15�Sh0fter$ �a 10050 N.E.2nd Avenue r tarksCi �gj�;; � }y /�Repl4cem Miami Shores,FL 33138-0000 Parm4&8 kAPPI SIE } fog Phone: (305)795-2204 M uo Date; Expiration: 01113/2016 Project Address Parcel Number Applicant 665 GRAND CONCOURSE 1132060172160 PETRONELLA LAWSON Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell PETRONELLA LAWSON 665 GRAND Concourse (305)458-8621 MIAMI SHORES FL 33138- 665 GRAND Concourse MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,119.00 FLORIDA SOLAR&AIR INC (305)428-2555 (786)344-5151 Total Sq Feet: 0 Type of Work:PETRONELLA Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-6-15-56165 DBPR Fee $2.00 07/17/2015 Check#:2953 $99.40 $50.00 DCA Fee $2.00 Education Surcharge $0.80 06/30/2015 Check#:2887 $50.00 $0.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $149.40 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 zoning. Futhermore,I authorize the above-named contractor to do the work stated. July 17, 2015 Authorized Signature:Owner / Applicant / Contractor / Ag n Date Building Department Copy July 17,2015 1 Job Description: Window Replacement C I 16 Openings SDE, CL�y, 1c �j AUG JG�®I 2015 E� ��'�� y Miami Shires Villa e BY: APPROVED BY DATE TA AV ZONING DEPT 10 0-2 BLDG DEPT Zf l� Got il.Single Hung 11. 8"x 37-1/4" 75/75SUBJECT YO CCM"NCE WITH ALL FEDERAL NOA 14-0915.06 Garage 10.Single Hung STATE ANO CCUN I Y AUL=S AND REGULATIONS 10. 19-1/8"x 26-1/4 75175 NOA 14-0915.07 12.Horizontal Rollin 8.Single Hung Window 5/75 26-75 x62-1/2" 36-1/4"x 25-1/2" 7 65/65 12. Bathroom NOA 140915.06 NOA 14-0915.07 9.Horizontal Rolling Window 13.Horizontal Rolling Living Room 8' 110-3/4"x38-1/4" Window 65/65 97"x 37-1/4" 3. Bedroom NOA 14-0915.07 65/65 egress NOA 140915.07 9• 14.Single Hung Bedroom 7.Single Hung 36-3/4"x 50-1/2" 14. 7 75/7538" 75/75 NOA 140915.06 NOA 14-0915.061 Kitchen 15.Single Hung 36-3/4"x 50-1/2' S 75/75 NOA 140915.06 16.Single Hung 36-3/4"x 62-3/4" 75/75 16• Master Room NOA 140915.06 egress 6.Horizontal Rolling • •• Dining Room Window • • • • • Bedroom Bathroom 6. 110-1/2"x 38-1/4' ••• • • •• Ent egress 65/65 :0000: • • • 1. Entry 2. 4. S. NOA 140915.07 • • • 0000•• •••••• • • • • 1.Single Hung 2.Single Hung 3. 4.Casement Window S.Horizontal Rolling 696090 36-1/4"x 741/4 36-1/2"x 74" 36-3/4'x 38-1/4" Window •• 0000 •••• ••• •• NSA 140915.06 NOA 140915.06 NOA 140506.01 65/6/75 75/75 9"x 38-1/4' 3.Casement Window • • • • 36-3/4"x 38-1/4 NOA 140915.07 0000• 0000 000000 83.3/83.3 • • NOA 140506.01 =KE'1 N' E'ftV4 ff A 5' &No 0000• •• • 0000 • • • •• 0000 •00.0• • • • 0000•• •0.00• • •• ••0••• 0000•• • • • Pea Lawson 665 Grand Concourse Miami Shores,FL 33138 5 4 ® ; a Specialty Ergineedng ConsuBenta,Ina 6y61 uEfT Wind Veloclt-M South Florida n 5 1598 SW 30 Avenue,Suite>�0 ti .6, Boynton Beach,FL 334326 Dade Bmwmd Palm Beach n n FL.CA•0092" Rist:Cat.1 1 165 1 1.56 1 156 1 Low risk to hum-f sheds 5 Risk Cat.2 1 175 170 1 170 1 Famil Residences out �L� Risk Cm.3&4 18G 180 I80 Essential Facilidm P;=q h'(GCp-GCp�) intatuctlens ami�n�Re of t,ea 1 Charts rovlde wNW assures based on the mean root he ht And shall not exceed 60'-0'. 2 n reasures are for an enclosed shutters or other Nn d resistance rotevion tog V(mph) 175 1620 FBC for 1-IVI-17,or Fig 26.5-1 a 3 User Shell determine the mean roof he h Eave h ht+Roof Peak Risk Category 11 Table 1.5-1,page 2 4 End zone distance is the lessor o110%of le 10%of widthor 40%of the mean roof height and not less then V-O' E'poatve C Section 26.7 5 If 50°k of a component is ina rticular zone then that component is consWered to be bt zone with the majority of the area.If questionable then ace in Zone 5 Kd 0.85 Table 26.6.1,page 250 8 Each com ne window,door,mul8on has a W"ry area that is area to be used.Area of components to rounded down but shall not be less then 10 al. Kzl 1 Figure 26.8-i,page 252 7 For#OA's that require a K&I.0 then multiplythe values Rated herein 1.18. OCpi 0.18 418 0.55 8 WNW eesures we based on Allowable stress deslpri. pitch of roof 3112 14.0 degrees 9 Design ressures listed herein are valid for Exposures B and C and exposure D.max roof height 30 theta 14.0&W- 10 Charts and values Rated herein are only valid when signed,dated and sealed by Gary McDougle,PE#56214 or Mark LeBlanc,PE•335683 11 WNW d n pressures are calculated in accordance wfth ASCE 7-10 Method 2 12 No reduc8on is taken for slopes less than 10 degrees. Ams of can ncnt Arm ofecoopment Area of rent Ares dcampontent Am of t Area ofcomponom Area of .Arm dcompartent Ams ofcomponant Arm of t Amadcoamoreat 10.0s1' 15.04 20.0 sr 25.0sf 30.0 sf 35.0 sr 40.0 at 45.0sf 50.0 sf 55.0sr 60.0 sf Mean Roof I leiahl Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 6 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 -49.8 41.0 49.0 40.6 48.3 40.2 47.5 -39.8 46.8 -39.4 46.0 -39.0 45.2 -38.6 -44.5- 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 136.3 35.9 35.9 35.4 35.4 16 1 44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 42.1 -50.4 -41.7 49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 -43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 - 36.7 36.7 19 -45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 1 46.2 -57.0 -44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 - 44.9 -54.3 44.4 1 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 1 -50.2 42.3 49.4 1 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 -44.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 44.4 -52.8 -44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 1 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 =45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 • •44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 • • t5 6 -08.4 -59.7 1 47.0 -57.2 46.6 -56.3 1 46.1 -55.5 1 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 1 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 •••••• 45.0 15.0••6 e 3.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 0 0 26 -08.8 -%2 w47.4 1 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 •••••• • .3 45.3 43.9 43.9 43.4 43.442.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 • 27 49.2 •60. 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 • • 45.7 419.1D 0 0 644.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 •••••• 21k• •49.5 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 -44.4 -54.6- 44.`0 -50.7 ••••• •• •16.0 046.0 0 •44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1. 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 .�,' 40.7 40.2 40.2 • • 29 49.9 -�.� 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44A" (--,52.0. -0443-, --SL1 ••••• ••• 416.3 !.)• 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40:9 04t1.9� i1/ ','40:5 • • 30 • 0.3 •48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 45.1 -52.3 44.6 ' 'Sr$` •••••• • • •eeeof ° 56.2 y • • •• • •• - � F" s JJ,N, �2 1OW, MIAMID:ADE). MIAMI-DADE 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) ynny.miamidade,goy/economy CGI Windows&-Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 Scon: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone, DESCRIPTION:Series 1123811 Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.1.)".sheets 1, 1.1,2,3,4, 5,5.1, 6 and 7 of 7,dated 12/04/98,with revision I dated 04/25/14,prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, 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 fissile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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. TERBIHNATION 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 u rboy th manufacturer er or its ctur distributors andshall be available for inspection at the job site at the request of the Ilia ngovoircialool..'o This NOA revises NOA#12-1220.14 and consists of this page 1 and evideneG paAfs E- f,-Jaj+ I a s well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 000 00: 000 010 . • 0 0 a 00 0 : :Dlot- UNTY *94ration]Date:-Octob6r X Otis ApprovalDate: June 26,2014 & rage I *00 0 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04125/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14,signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12, dated 11/20/12,signed and sealed by Henry Hattem,P.E. (SuNnifted underprevious NOA #12-1220.14) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Repoits No. HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #08-1010.02) so 000 60* 00 0 00 0 0 0 0 0 0 0: : 0 0 . V: 0 41 0 000 0 0 0 0 • 0: M nudl.ygr z,?.B. a 9 e 0 PreaverM* ol V%er 0 NdA NO -00001 OOEXpWationoBatelobetolPer!Z6,OZCIB Approval Date: June 26,2014 **0 0 0 0 0 004 0 0 : 0 0 0 * : : 0 : - : :0: 0 . . 0 0% V 0: 0.0 0:0 :0 .: CGI Windows &Do NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowmum) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. BETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,RE (Submitted under NOA #08-1010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL4080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Subinifted un der NOA's #96-0417.03 and#01-1002.03) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94. 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying w1t4 FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) • 0 : : fee . . • 0 0 0 0 q 0000 . Manuel Pe ProUc=ntro lv� er &V: . : :XdA TT®'..A 01 • in Approval Date: ,fume 26,2014. E-2 fee 0 V: 0 0 0 *0 0 0 of* 0 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their"Saflex CP---Saflei and Saflex ISP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FITC- 50 Edition(2014),.dated April 11,2014, issued by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Deports No. HTL-0080-0301-07 for specimen A and E and ITL-0080-0905-07 for specimen E and C,issued by hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by V'inu J. Abraham,P.E. (Submitted under NOA #08-1010.02) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08-2144,HE, and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Pont,P.E. (Subtrtttted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory,Inc.,dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA #96-041 Z 03 and 01-1002.03) 6. Laboratory compliance letters for Test Deports No. I+TI,-1003 and FTI,-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94, both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-1220.14,issued to CCI Windows &Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I., approved on 03/21/13 and expiring on 10/26/18, • •'• •'• •• ManI Per .E. • Pr of"e:atro� a er . •• SVA lip.4 '4 601 ••AxpJr5't1on Vte*w®etob%16,I 8 Approval Date: June 26,2014 B-3 • •• •• • • • •• •• it ••• • • • ••• • • GENERAL WINDOW SECTIONS WINDOW YAOTH FLANGE FRAME VENT WIDTH ro t D.L.oac. WW-7' a MAX.TYP. 0 A HEAD/SILL 7 CORNERS £ a a+ 2 L�7 CAM LOCKS 9 2 LOCK POINTS ALL SIZES O � 3 � °�� C AT SNUBBER VINOOVS ONLY t cN .=.Y/itl=jib 2t=== so al asIY W I x �'N O j ' li j/'�11 lti 0 1 z SURFACE AP LIED 1 I FALSE"T IM *- - T 1 kI! OPTIONAL 1 __—____—..—FOR GLASS TYPES, vi REFER TO � O . PG SHEETS SAND "b. DA.OPG. 2 t/2" B AT"HEAD LL MAX 0 w /VENT YAoTH VENT VAOTH t" TYPICAL ELEVATIONNWWDOW WIDTH 1 WINDOW WIDTH (FLANGE FRM4E) 0 NMEXTERIOR MNnn PaNr IAtDC p 3MMAXIM MULTI POINT LOCK BY'INTERLOCK'ALT.TO CAM LOCKSALT.TO CAM LOCKSMAX.YIDYf. LOCKHEIGHPOINTS O I 42" 2 JB" 2 b6" 3 j 6 11 1 g4• 4 74" 4 J ar 5 B z _... R 8 0 spill C • •f 2 UFiS •••••i • • 7 THESE WINDOWS ARE RATED FOR URGE&SMALL MISSILE IMPACT. •• ••• • • • • SHUTTERS ARE NOT REQUIRED. • • • Cy= INSTRUCTIONS! ••••••f 0 i - •• ••• USE 011,11"OAS FOLLOWS. •f •• 1 NOTES: FOR MULLION/MULTIPLE UNITS, REFER TO ® a • r--0 • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. ` • •y EP 1 DEllIRAIRL•ASIGN WIND IlMeR WIEMENT BASED REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ------ • ••• ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE usW&AWuc*LE ASCE 7 W~. HURRICANE ZONE(HVHZ). R • Err.JAVAD AHk%D F&ODUCT RGVtSBD • SEE f1ART5f011 SHEETS 3DESIGN LOAD WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER CML ••• LOADS TO THE STRUCTURE. asmmptyUlgu4llithaFlmide 4 f CAPACITY Of DESIRED GLASS FLA.PE B.0592 •• 'J9. Du:IdiOg Cods y USING CHART ON SHEET 6 SF�EEi•ARCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Roto t7.ae �' li E ••• VATHitESS16 RATING MOR& "N LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • IN 6iE�, ABQVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN 1N THESE DETAILS ARE j;A�' 2�i BYT�r •• STEP 4 IF ANOW?BUCK IS A51!D USE CHART ON NOT PART OF THIS APPROVAL I MiamlfAido produ4eC°'9 draWtng no. ••• •• SHEFj 4•TO,DETERMINE AGTY. : A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.hIE W9$— OO 'l STEP 5 TOWEST AO E RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS M BE HIGH IMPACT. NON—METALUC AND NON—COMPRESSIBLE. S��K TO ENTIRE SYSTEM. aheal T Of—7-11 WINDOW WIDTH _ VENT WIDTH a g WW-, 1/2' D.L.OPG. GENERAL WINDOW SECTIONS WW-61/2' EQUAL LEG FRAM 4�vv 6'MAK TYP. �y `• ri. A HEAD/SERS n IA / m O O e n Otl CAM LOGOS 3 CI CIS 9\ ji k=== s�A = 3 B 2 LOCK POINTS Ey D 1 ALL SIZES t�y j J`O \ jj '// tl mou XZ 1 S 3 =r,==�- ___�F==� SURFACE APPLIED C� SNUBBER (ra t 1 \ �I FALSE UP71ONAL NS AT REACT WINDONS ONLY n � N It v 6 d I 11 K 3 h --------- 1 ---------- \ i or 1 09 n .... _ ....: � 24'MAX.1YP. $ � AT HEAD/SILL �No TYPICAL ELEVATION o BE'nNM (EQUAL LEG FRAME) ®3:;")NT n FOR GLASS TYPES. Z zcj 1A 7 2 3 D.L.OPG. REFER TO D.L.OPG. 2 1/2' `; 0 3/4' VENT WIDTH SHEETS 3 AND 4, vEHr WIDTH 3/a' 0 3 WINDOW WIDTH VANDOW WIDTH 0 EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK y� BY'TRUTH' 99 BAY 'iT ALT.TO CAM LOCKS AIT.TOO CAM AM L LOGOS 1 1M%.WOW. LOCK MAX.WOW. LOCK p€ € • •• i HEIGHT POINTS HEIGHT POINTS • • • 42 2 1 38' 2 Y :• •s: • •sss oe 63' 3 m • • • I �'� 4 74' 4 e•••e• J •• ••• e••••• •• •• Z � � d Cs t9 Y_ • • , 11 1 0 • •09 z 3 •• • • ••• • • • •••••• p EW-JAVAD AM" PRODUCT REVISED .e o • s • CNA as co9,dyin8 with the Florida•• •••s 2 v FIA.PE70882 BWI(Vng Code • N "Soo •• ••• •66 •••••• GAN'36�a Aaceatwuc�0 s • Pacpiration Dole le v BY • • s• ", drawin no. • • •• 7 . ,�T 'f'3® 20'B in Dade PtaducCCosk01 g ••• •• •••• ••• n IA •••• sheet9.iof 7 25/8- 2.075— —1.757— ce r (--a62s .761! ®�8 q� 51=0 L3O7 1975 "—I—J •720 a 2.215 2.485 L439 .060 TYP. rt Oji U 1.222 � nn1 13 5 CORNER KEY 4 CORNER KEY Oj ST.STEEL .082 THICK ALUMINUM.060 TFLANGE FRAME O VENT (5/16' LAM. GLASS) OF M O HKOCALUMINUM 2075 —1.757— .788 757 788 ; .090 TYP. nth • • 1.057 1975 Z M iJ • • .720 41 C 1-0 :0090: • • • • 2'465 2.715 1.439 ••• •• ••WFRW CQRNER• • .080 rn. • • • • • v Gj • • • t • • •••••• • ib24 � y •••10•• 000060 ••••• •• •• to EQUAL LEG FRAME 28 VENT(INSUL LAM. GLASS) •• r� •• S• •••••• O •• •0 ALL FRAME AND VENT CORNERS TO BE 1"Bld PARI'0 QUAN'F11Y DESCRIPTION MATERIAL MAN2./SUPPLIP9/RP.1fARK8 � SEALED W"OE SBFRUF ORE 0 ••• 1 CGI-373 4 FLANGE FRAME 6081-TG 1NDALDL OR EQUN. • • • • •• •: • •• ••••• to CGL-397 4 EQUAL LEG FRAME 6083-T8 INDALEX OR EOUN. .090 TYP. N • • • 000000••••• 2 CGI-378 4 VENT(5/16'LAM.GLASS) 6083-16 WDALEX OR EQW. L975 N M$$ • 28 CGI-381 4 VENT(Iid5U1.LAM.GLASS) 8083-T8 INDALE7C EQUIV. ••• •• •••• • 2C CGI-385 4 VENT "'"CELL • •••••• (7/18'[AM.GLASS) 8083-T8 INDALIX EQUIV. m •• • •• • • 3 CGI-375 4 OGEE GLAZING SAD 8083-TS INOALIX OREQUIV.. $o 000 •• •0000 • • 3A CGI-396 4 SQUARE GLAZING BEAD 6083-TS WDALEX OR EOUN 1 C3 •••• • 4 - 4 .060 TF9CK CORNER KEY ALUMINUM - EL47 L439 • U f •••• 4 5 - 8 FRA THICK CORNER KEY ST.STEEL- O VENT (7/16'LAM. GLASS) 0 6 AP-425 AS REQO. FRAME WEATHERSTRNPRIG SCF&EGEL AP7US 7 Q250-K-190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON ,754 8 35-10-00-101 2/VENT 4 BAR LONGE.AT TOP AND BOTTOM STEEL TMM.ATTACHED W/(6)08 X 3/8'SS SMS 8 9 24-13-00- 2/VENT FACE MOM I.= STEEL TRUTH.ATTACHED W/(2)08 X 3/8'SMS 9A - i/VENT MULTI POINT LOCK - - TRUTH a ,830 • $ 99 - 1/VENT MULTI POINT LOCK - INTERLOCK c g 10 - 2/VENT .110 THICK LOCK KEEPER.AT FRAME JAMB FACING LOCK STEEL CCI.ATTACHED.W/(2)010 X 3/8"SS SMS .617 m 11 - 1 OPERATOR(OPTIONAL) STEEL TRUTH.ATTACHED W/(2)08 X 3/8"SS SMS u 11A - 1 OPERATOR(OPnONAL) STEEL INTERLOCK Q CGI-375: OGEE GLAZING STOP m 12 30175 1 OPERATOR TRACK STEEL TRUTH,ATTACHED W/(2)08 X 3/8'SS SMS 17t53 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS010 X 1-1/4"SS SMS 05Oc""x_ CGI-396: SQUARE GLAZING STOPEntL a .JAVAO A MAD M g CIVIL PRODUCT REVISED 1.t X31 PA PE 140592 as w lying with the Florida CAN. 6 Euilding Code - S Acceptance No 14f-p 6 of -1, Eapmtim Dan, o rro. 20Iq Mien Dade ProduN Wt0 drawiR g FRAME CORNER + L,. 0011 shset Q of 7 CLASS 16'ANN. 3/18°HEAT STREN'D GLASS 1/8"ANN.CLASS 3/ 090•Sall"Clear And Color Glass 3/16- SaNex Clear And Color Gloss By'Eastman Chemical Co.' SY'Eastman Chemical Co! � - 090'Interlayer 075'Solim CP With PET Core 075'SaNex CP With PET Core Safiex Clear And Color Glass INTERiAYERS 8y'Eoelman Chemical Co.' INTERLAYER! By'Eastman chemical Co.' m 8y'Eastman Chemical Co: C90'DuPont SentryGlas 0910'DuPont SentryGias z S 1/8"ANN.GLASS By'E.1.DuPont De Nemours&Co., Inc.' By'E.1.DuPont De Nemours&Co.,Inc.' 3/16'ANN.GLASS m 3/16•HEAT STREN'D GLASS SQUARE BEAD g aE OPTIONAL d SILICONE I I iv I ALL GLASS TYPES I I v GE-1200 i II SILICONE \ d 4 SILICONE II I 995 GE-1200 GE-1200 DW 899 I d D13W 995 d I 110v 995 I I DOW 899 I j DOW 899 1 ! ® Q (' n CY& a 5/18" NOMINAL 7/18" NOMINAL 7/18" NOMINAL ®4 GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' .0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOIXSPERFORMANCE VALUES OF IMPACT RESISTANT AINDOIF3 PER VALUES OF IMPACT RESISTANT WINDOWS OS s St • no SHUTTERS REOIRREO NO SFM7ER9 RE0IARED NO SHUTTERS REOLMED 1.1: RFltR 70 SHEETS 5 THRU 7 FOR INS7A7LOM TIMIS REFER TO SHEETS 5 TM 7 fail INSTAUATION DEV&S REFER TO SHEETS 6 THRU 7 FOR ITMALAIION DUALS ••••• TFIND01010"M i CLASS '2' GLASS TYPE'3' GUM TYPE'6' ITMOT5'DIMS. GLASS TYPE'2' GIAS4 TYPE'S' GLASS TYPE'6' TEND OE DAIS. GLASS TYPE•2' GLASS TYPE'3' GLASS TYPEe1OF i WIOTH HEIGHT .(+) 1111.f-) EXt(+) INT.(-) IAT.(+) ARL(-) YADTH I$IGHT EXT.(+) TNT.{-) W.{+) ANT.(-) EXE.(+) INT.(-) W9DTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 20" i i i i 110.0 184.3 1 0.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 tv 0:40411 24' i 110.0 6161.9 190.0 195.0 110.0 195.0 24` 73.4 73.4 110.0 120.0 110.0 120.0 26-t/2` 110.0 195.0 970.0 195.0 1TOM 195.0 � V � i 28` i 110.0 0.0 195.0 110.0 195.0 28' S4.2 64.2 1TOA 120.0 110.0 120.0 37' 26" 110.0 145.4 110.0 195.0 110.0 195.0 ? •f• • 30• 110.0 1295 110.0 185.0 110.0 t95.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 N 32' • • 110.0 7 t. HIDA 195.0 110.0 195.0 32' 57.5 575 110.0 120.0 110.0 120.0 19-1/8" 190.0 180.6 110.0 195.0 110.0 195.0 tY ••• • �• 0000 107.0 016740• 610.0 195.0 110.0 195.0 36' - - 60.0 60.0 60.0 60.0 26-1/2' -3/8� 110.0 1375 110.0 195.0 110.0 195.0 Q®Ld i• • 40' •• 97.1 7.1 110.0 195.0 110.0 120.0 46' - - 60.0 60.0 60.0 60.0 37° 98.5 98.5 910.0 1945 110.0 120.0 u "�d_ • 42' i 92.5 192E t0.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 42' 86.8 88.8 110.0 120.0 110.0 120.0 S 5yS •i• • 20' 110.0 Am* 110.0 195.0 110.0 195.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 10-1/8' 110.0 144.5 110.0 195.0 110.0 195.0 �SSSi j n a 0 24' • 110.0 ) e 1, 10.0 985.0 110.0 195.0 28' 4&9 48.9 110.0 120.0 110.0 120.0 26-1/2" / 99.7 104.3 110.0 195.0 110.0 195.0 C,4;7) 0•• 028' 0 i• 110.0 91819 910.0 195.0 110.0 195.0 30' 72" 46.0 46.0 110.0 120.0 110.0 120.0 37' -5 8' 74.7 74.7 110.0 120.0 110.0 120.0 O w O3 m i 30' 110.0 10.0 195.0 110.0 195.0 32• 435 43.6 110.0 120.0 110.0 120.0 42' 85.8 65.8 110.0 120.0 110.0 120.0 Z Z 4 •i 32' •��i 104.1 9 104.y t 10.0 195.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 19-1/8' 98.7 104.2 ITEM 195.0 110.0 195.0 I �p i•• • 38' •••• 92.5 •110.0 120.0 110.0 120.0 3Y 76° - - 60.0 60.0 60.0 60A 26-1/2' 63' 74.9 77.9 110.0 120.0 110.0 120.0 _ o 40' 83.3 83.3 110.0 120.0 110.0 120.0 38 - - 60.0 60.0 60.0 60.0 37 60.0 80.0 110.0 120.0 110.0 120.0 . O 42' •iii 79.3 79.3 110.0 120.0 50.0 60.0 20' 52.0 52.0 110.0 120.0 T 10.0 120.0 4Y - - 60.0 60.0 60.0 60.0 O 20" 110.0 145.7 110.0 111&0 F10.0 195M 24' 43.8 43A 110.0 120.0 910.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 120.0 24' 110.0 121.4 170.0 195.0 195.0 28' 78` 3&1 38.1 110.0 120.0 910.0 120.0 28-1/2' 74-t/4' 46.6 46.8 110.0 120.0 110.0 120.0 28' 103.8 104.1 110.0 10&0 120.0 30' - - 110.0 120.0 60.0 60.0 37" - - 595 599 59.8 59.8 g q x 30' 97.1 97.1 110.0 195.0 120.0 32" - - 60.0 60.0 60.0 60.0 37 77 - - 56.3 58.3 56.3 32' 48" 91.9 81.1 110.0 120.0 120.0 20° 419 4}5 190.0 120.0 110.0 120.0 g$ 36' 80.9 80.9 110.0 920.0 120.0 24' 34.9 34.8 190.0 120.0 110.0 120.0 rk LIMR MAX.LOADS TO 171.0 PSF o✓?a B 40' 72.8 729 110.0 120.0 120.0 28` 84' - - 110.0 120.0 545 549 WHEN MUNI POINT LOCK BY'IP9ETRLOt2C' 88 IS USED yyy� 42' 69.4 69.4 110.0 120.0 MO 30' - - 81.2 51.2 51.2 51.2 Y R 20' 110.0 129.5 110.0 195.0 110.0 195.0 32' - - 48.3 48.3 48.3 46.3 i>K SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY @ i3 24' 98.0 107.9 110.0 195.0 110.0 195.0 SEE SHEET T 28" 68.2 92.5 11o.0 120.0 190.0 120.0 NOTE: 30" 84.4 86.3 110.0 120.0 110.0 120.0 54• GLASS CAPACITIES ON THIS SHEET ARE y N a 1. 80.9 60.9 110.0 12o.0 170.0 120.0 36• r73.2 77.9 110.0 120.0 110.0 1zoA BASED ON ASTM E1300-09 (3 SEC. GUSTS) W _AND FLORIDA BUILDING COMMISSION o 40" 649 ilO.o 920.0 110.0 120.0 DECLARATORY STATEMENT OCA05-DEC-219 42' 61.7 110.0 120.0 60.0 60.0 �1p 20' 112.6 110.0 195.0 110.0 195.0 Engr•UACMLAFiLN6 'T 1 PRODUCT REVISED 24` 95.4 110.0 195.0 110.0 120.0 as complying with the F1oAde CAM.#77 2 51dfdia8 Code 28" 83.3 110.0 120.0 110.0 120.0 35 Aceeptmue No ld �l6 30' 77.7 710.0 720.0 190.0 920.0 �� Es rationrDfale R 6 32' �• 702 728 110.0 120.0 110.0 120.0 /�" NOTE: f�1 36' 649 649 110.0 120.0 110.0 120.0 AP 310 201q 1 M,40-dc Product CoauO)' 1 drawing no. 40' - - Boo 60.0 BOM 80.0 FORD+110.0, -120.0 PSF = 16.34 SQ. FT. fEA LAMITS -` VJ98-1®0 42' - - eo.o 1 60.0 60.0 60.0 +110.0, -195.0 PSF = 10.00 SQ. FT. t' sheet Sot 1/8"TEMP.GLASS 1/8-TEMP.CLASS - AIR SPACE 090"Saflex Clear And Color Glass AIR SPACE 090'Saflex Cleor And Color Glass By'Eastman Chemical Go.' By'Eaatman Chemicat Co.' 1 8'ANN.GLASS 1/8-TEMP.CLASS / 075"SoRex CP VRth PET Core / .075"SaNex CP With PET Core g9 00 3 UNTERtAYERS By'Eastman Chemical Co.' INTERLAYERS By'Eastman Chemical GO.' g .090"DuPont SentryIXcs .090"DuPont SentryGlos ly$Gy J By'EJ.DuPont Oe Nemours&Co..Inc.' By'EJ. DuPont Oe Nemours&Co.,Inc' SQUARE BEAD ] 1/8-ANN.GLASS 1/8-TEMP.GLASS OPTIONAL a• 2 SILICONE SILICONE ALL GLASS TYPES V GE-12W t G£-1200 GI DON 995 mN 995 Raw 899 LION 899 AIR SPACE CONSISTtNG OF: pppeee�� I: .SPE: • .. METAL SPACER AROUND 1 1 SETTING BLOCKS " � SETTING BLOCKS THE PERIMETER OF THE GLASS EPOM DM 3/4" INSULATED OUROMETER 85£5 3/4" INSM ATED DDUUR METER 8535 ®�< a GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS g = No SWUM REQUIRED No sKunER9 REWIRED W SWUM RFGUM REFER TO SHEETS S THRU 7 FOR e6TAL1A90N DEMS REFER TO SHEM 5 11881 7 FOR RISFA"T01 OETARS REFER TO SHEETS S UM 7 FOR UMALL430I OETMS WINDOW DIMMS. GLASS TYPE'2A' GLASS TYPE'2A' WINDOW DIMS. GLASS TYPE'RA' CLASS TYPE'ae WINDOW DIMS. GLASS TYPE'SA' GLASS TYPE 18A' O IIm0111 HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 1WOTH HEIGHT EXT.(+) 1W.(-) EXT.(+) iNT.(-) 20' 110.0 1943 110.0 195.0 20' 8&7 86.7 1104 169.0 19-1 J6' 110.0 195.0 110.0 195.0 24' • 110.0 1819 110.0 185.0 24' 73.4 73.4 1104 120.0 26-1/2' 110.0 203.0 110.0 1954 `� U m 2a° • 0 t•O.0 138.8 1104 195.0 28° 64.2 64.2 110.0 120.0 jr 26• 110.0 145.4 110.0 195.0 ? • • •: ••• 110.0 1 5 11.0 195.0 JO' 66' 60.6 60.8 110.0 11&2 1. 110.0 128.1 110.0 195.0 'a • 4Ri2- �• 160.0 121.6 110,P 195.0 32" $7.5 57.5 110.0 112.2 19-1/8' 110.0 190.6 110.0 195.0 m • •••• • • .9 107.9 110.0 195.0 36" 60.0 60.0 - - 26-1/2- 110.0 1375 110.0 195.0 0 W 38-3/8' 40- 97.1 9Z1 710 Ir 120.0 40" 60.0 80.0 - - 3Y 985 1N15 110.0 120.0 L3 • 42• • 92.5 91.51 4199 120.0 20' 66.4 66.4 1704 120.0 42' 86.8 865 110.0 120.0 z � • •••020" ••••t LOA 1064 1 O 195.0 24" 58.1 56.1 1083 108.3 19-1/8' 110.0 144.5 110.0 195.0 F N o 24' • 40.0 130.8 •110.0 185.0 28' 48.9 48.9 95.3 853 26-1/2' 99.7 1043 110.0 195.0 w)m • • 28" 110.0 1 7 0. 195.0 30" 46.0 484 89.8 >�5 3Y 74.7 74.7 110.0 120.0 0 3i ••••30- •• 110.0 11 IA•0160.0 195.0 32- 43.6 43.6 65.0 8.5.0 42" 65.8 65.8 1104 120.0 � Z Z,� • •1. j4. • .1 1 it 120.0 36" 60.0 60.0 - 10-1, 19-116• 96.7 104.2 110.0 195.0 O� • •• •36" 92.5 92.5 110.0 120.0 32" 76• 604 60.0 - 26-1/2" 74.9 77.9 110.0 120.0 O `� • •40. • 833 BS.9••Adlo 120.0 36' 80.0 60.0 - 3Y 604 604 110.0 117.0 U • •• •42' • • 793 7J 120.0 20' 52.0 524 101.3 4Y 60.0 GO.0 - - O • 0 20' 0••• 910.0 145.7 110.0 195.0 24" 78- 43.8 434 85.4 85.4 19-1/8• 634 63.0 110.0 120.0 • 24' 110.0 1 1.4 0 195.0 28' 38.1 38.1 74.3 743 26-1/2• 74-1/4' 46.6 46.8 90.9 90.9 0000001. ••• 104.1 1046 11810 120.0 32' 80.0 60.0 - - 3Y W.8 - 30" •�•• 97.1 97.1 110.0 120.0 20 41.5 415 80.8 804 37' 77' 583 563 - - 1. 91.1 91.1 110.0 120.0 24' 34.9 349 66.0 68.0 38" 80.9 80.9 110.0 120.0 28" 84" 545 54.5 - - �k LIMIT MAX.LOADS TO 171.0 13F o "1 WHEN MULTI POINT LOCK BY'INETRLOCK'® qq 40' 1 72.8 72.8 110.0 1204 30' 51.2 57.2 - - IS USED F 42" 69.4 69.4 110.0 1204 32' 483 483 - - 20' 110.0 1295 110.0 195.0 :k X:SIZE 37*X 77'APPLICABLE TO FLANGE FRAMES ONLY 24' 98.0 107.9 110.0 195.0 SEE SHEET 1 28' 925 92.5 110.0 120.0 NOTE: 30• 84.4 86.3 110.0 120.0 9 GLASS CAPACITIES ON THIS SHEET ARE � 3Y 54• 80.9 80.9 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) > 36- 71.9 71.9 110.0 1204 AND FLORIDA BUILDING COMMISSION c° - 40' 64.8 R77.7 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 42" 61.7 110.0 1204 Ertgr.JAYAO AH1AA0 PRODUCT fiBdISBD r 20" 98.8 110.0 195.0 CNG, es complying pith the Flarids FIA PE 70592 BuildingCode 24' 85.8 110.0 120.0 CAN. Attxptonce No 25' 76.T 170.0 tz04 NOTE: B '30• T3.z L1o4 1x0.0 LOAD/AREA LIMITS m 32- �• 70.2110.0 120.0 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. W&Pmduet0uni 1,84.8 . 1 110.0 120.0 +110.0, -195.0 PSF = 10.00 SQ. FT. r 40- 804 60.0 - - != W98-100 42- 60.0 60.0 - - PR 0 2014she0t 4.of 7 INSTALLATION CONDITIONS FLANGE FRAME {APPLIES TO ALL FOUR SIDES (� FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 �� p TYPICAL ANCHORS �ELEV T 6FORR DESCRIPTION TYPICAL ANCHORS TYPICAL ANCHORS -r SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING ¢ �d SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR OESCRIPTKON METALSTRUCTURES S u 1/8°THK.MSN. 1 3/8' SEALANT _1 SEALANT n • 'a.Z' <a 2 1/8' a tt v d \ 2 1/8• s.. L- 2-1/2- • $ MN.'7°MN. 1'MIN.2-1/2'MIN. Mw, INSTALLATION TYPE '9° WOOD BUCK TYPE '1° INSTA-A ON TYP WOOD BUCK TYPE '2' PRESSURE TREATED MATERIAL:PRESSURE TREATED a •• UPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO z ••• •••014 ALL FOyR SIbLS/USING WOOD ON ALL FOUR SIDEVUSING W000 METAL STRUCTURES • 0, a^ • •••• •�•••: • • Ow I/ MIN. ®(�' • • CHORS TYPICAL TYPICAL ANCHORS • • •? ORS 1.0 FDR SPACING SEE E FOR SPACINGJ- SEE ELEV � • •••• •••6,60• •SW ST 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION i f'�'-T 1 SEE SHEETS S SPACING DESCRIPTION (A,�rl s • •�•• •••••• 138• 1 0 •••• •• •••• SEALANT ii i �Z� SEALANT r� • • II II cv g 0 •••••• II I I _Ogg% • • • ••:• a Qy �} iv I I i pg CJ p •••••• • •• •••. j II II O • • • \ 11 11 It___J •• ••• •• Q•.� i �P a 7/e• a e a a 1/a• v MIN e BUCK NSTALIATION BY OTHE(S , eucK MALLA71ON DY OTHERS y 0 1°MIN. ATTACHMENT TO ON � APPROVED MULLIONS INSTALLATION TYPE '3WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' g z a 41AIERIAL PRESSURE TREATED MATER te.PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL =m ON ALL FOUR SIDEVUSING W000 ON ALL FOUR SIDES/USING WOOD a 8 ffi s E O ALUM CHANNEL m 3/4'X 1'X 3/4`X 1/8° 2-1/2°LONG Ergr:JA AFiI POEODUCT REVISED AT ANCHOR LOCATIONS FLA.FIE L 70542 as c!MPlying with the Ptodda 8widing Code CAN.3538 A=Plameo M' I ��(J q n_Y 'm on Datc�1� $ 1 � '��I d Ali l Da eProductCgntr011 drawio WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ! 't -// LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION THEM TO THE 13UILDING STRUCTURE. WITH SHEAR CLIP sheet 5 01 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE SF#ET 6 FOR DESCRIPTION J if I k-E NCHORS TYPICAL ANCHORS METAL STRUCTURES [f FOR R DESS SEE SHEET FOR R DESCRIPTION 1/8"1HK.MIN. T 8 FOR DESCRIPTION SEE SHEET 8 FOR DFSLIPTION � � rdy 1 3/8" • 1 'c.z' r 2 1/s' 2 1/6" dAIL < '1'MNt O 2-1/2°MIN. 2-1/2'MIN. iWSULLATI$N TYPE '1° WOOD BUCK TYPE '9' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' Lj • • • .MAIIRIEi:PRESSURE TREATED PRESSURE IREATEO •••: ••• • PI SfiLIA}ION DETAIL TYPICAL INSTALLATION DEN L ATTACHMENT TO N •••pM w4LL FOUR SiDES�/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES $W c� w • ••1• •••••• •••••• TYPICAL ANCHORS �Wi •••• 0000 • RS SEE ELEV.FOR SPACING •�� M •40000, •• ITS c�i FOR SPACING MC SEE QEI+.fTYPICAL OR SPACING SEE SHEET 6 FOR DESCRIPTION C3 Z M • • • • • • 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 11 i1 o •••• I II 1 / p .. II + O • 000000 11 II • • • •• II 11 O^ e .•v' •Qd 27/3' a <'aa•••�`d ao av. �N• ATTACHMENT TO ° BUCK INSTALLATION BY OTHERS ° SUCK INSTALLATION BY OTHERS o 0 0 APPROVED MULLIONS z 1'MIN. 1'MM. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLA710N TYP WOOD BUCK TYPE '4' m o g :PRESSURE TREATED MATS All PRESSURE TREATED o O TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL _ e, ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIOES/USING WOOD Eagr.!AVID AHMAD Cldll PRODUCTREVISED q iv FTA PE 111 70582 W cou,Plying with the Florida `r CA.N.33H Building Code , 4 g(9 dp flq Acceptance No (/.OI g ,r JtJ Q 2010 le /��'�m7LM'a 9WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN j MdePraduclControt't drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER t THEM TO THE BUILDING STRUCTURE. 1.1: ✓ �1 X98-100 L^ sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DEMMS REFER TO SHEEP 5 FOR DETA9S REFER TO SHEET 6 FOR OETAMS ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CIDP ANCHORS W/O SHEAR CLIP ANCHORS WffH SHEAR CLIP ANCHORS W/O SHEAR CLW ANCHORS WITH SHEAR CUP WINDOW DINS. AT 17'O.C. AT 10'O.C. AT 17"O.C. AT 10'O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17'O.C. AT 10"O.C. WINDOW DIME. AT 17"O.C. AT le O.C. AT 17"O.C. AT 10"O.C. MDTH HEIGFR EXT.(+)/IM.(-)EXT.(+)/INT.(-)EXI'.(+)/LINT.(-)EM.(+)/941.(-) 7ftDTH HEIGM FSO'.(+)/IM.(-)IXT.(+)/RiT.(-)FJTT.(+)/IM.(-)[7(T.(})/IM.(-) 1170TH HEIGM EXT.(+)/IM.(-)EXT.(+)/IM.(-)pQ.(+)/fNT.(-)EM.(+)/MT.(-) 20' 195.0 195.0 154.6 195,0 32" 76' 1332 195.0 76.4 122.2 19-1/8" 195.0 195.0 149.4 195.0 ' 24' 195.0 195.0 129.0 1724 38" 118.4 189.5 67.9 .108.8 26-1/2' 26" 195.0 195.0 1079 161.8 a 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 772 115.2 p 30" 36' 180.0 195.0 1032 1379 24" 173.1 195.0 992 1582 19-1/8' 195.0 195.0 151.9 195. V 32' 188.8 195.0 96.8 129.0 28" 78" 148.4 195.0 85.1 136.1 26-1/2' 38-3/8" 191.2 195.0 109.6 146.1 Ipp... 36' Isom 195.0 86.0 114.7 30" 138.5 198.0 79A 127.0 37' 138.9 182.6 7" 104.7 0� n 40' 135.0 180.0 77.4 1032 32" 1299 195.0 74.4 119.1 19-1/8' 105.0 195.0 153.5 191.9 pa u M 42" 128.6 171.4 73.7 98.3 20" 195.0 195.0 1327 195.0 26-1/2' 50-5/8' 193.2 195.0 1108 13W5 3 20" 195.0 195.0 132.7 176.9 24" 64" 1954 1984 110.6 168.9 37' 738.4 173.0 79.3 99.2 P 6 041 24' 192.9 195.0 110.8 147.4 28" 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 26" 165.3 195.094.8 126.4 32" 154.3 195.0 885 132.7 26-1/2" 63" 155.3 195.0 894 155.8 ��1 4�^ 1. 154.3 195.0 88S 117.9 37' 1112 42' 194.6 834 111.8 32' 144.6 192.9 824 110.6 1 42' 1 984 171A 56.2 98.3 38' 128.6 171.4 73.7 98.3 19-1/8' 793.0 195.0 130.6 195.0 tY et r 40' 115.7 154.3 66.3 885 26-7/2'174-1/4- 164.7 195.0 94.4 151.1 42" 1102 146.9 63.2 842 37' 1174 188.6 87.6 108.1 ct 20' 195.0 195.0 154.8 193.5 m 24' 9.0 195.0 129.0 161.3 • 2�8•� •• •92.9 •195.0• 110.6 138.2 •30"• 1 8.0 103.2 129.0 1- 32" �•• ••".8 195.0 90.8 120.9 I O w • •36• • 1 .0 18 5 es.o 1075 TYPICAL ANCHORS: SEE 0.EV.FOR SPACING g,�, 40' 135.0 •i • 77.4 96.8 114" DIA. KWIK-CDN 0 BY 'HILTI'(Fu=163 KS:FY-157 IISO • 128.6 760.7 73.7 92.1 1 y4` DL4. ULTRACON BY'ELCO' (Fu=177 K9,Fye155� 20' • f>�m 137.6 79sA INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �04 M • t=4• • •,95.0 •9M.S•• tta.7 nz.° 1-1/2" MIN. PENETRATION INTO WOOD a- 098% -`O •8 • 17;.4 AV-S 98.3 147.4 Z ,a 3 t • • I/D.0 •195.0 • 91.7 1379 THRU 1 BY BUCKS INTO CONC. OR MASONRY $o s 133.3 ••91i.••• :01.0" • • s4"• Bea 129.0-t 14.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 36i s o DIRECTLY INTO CONC. OR MASONRY U 2m •• •" • 0,120.0 0 jt968.8 103.2 I 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o • 42' 0 1.0..3 171.4 65.5 96.3 20' 95.0 • 185.e• 123.8 1859 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) •• •149 *4099180.0 495.0 103.2 154.8 1 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') 1p 28' •• 1%.3 19s.0 86.5 132.7 INTO METAL STRUCTURES o 30° taa4 195.0 82.6 123.8 STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN. 60' ANCHORS.W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ) O @ 3z' 135.0 195.0 77.4 tte.t ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) k 36" 120.0 1180.0 689 1032 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Cc g 40' 108.0 1 162.0 619 92.9 42' toz9 1543 59.0 66.5 TYPICAL EDGE DISTANCE m$ 20' 195.0 195.0 140.7 195.0 INTO CONCRETE AND MASONRY = 2-1/2' MIN. 2a' trio 195.0 117.3 164.2INTO WOOD STRUCTURE - 1" MIN. w ro c N z6" 175.3 195.0 1009 140.7 INTO METAL STRUCTURE = 3/4" MIN. o ry g SHS 30' fie' 1636 195.0 93.6 131a CONCRETE AT HEAD,SR.}OR JAWS Vc - 3000 PSI MIN. sz' 153.4 195.0 88.0 123.1 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. o 36' 136.4 1909 78.2 1095 40' 122.7 1719 70.4 98.5 Ems: Vy? .WUAD PRODUCTREVISHD � •1 c 20" 193.0 195.0 129.0 180.6 FIA PE d 70592 as wm g by with the vlww9 H L24* 187.5 195.0 1075 1605 3538C'A'N. Acceplmtce No Ol 72' 160.7 195.0 92.1 1%m , iretloO DateLL^150.0 15.0 66.0 120.4140.6 195.0 80.6 1f2.9 f ASiaa DadO PPpdOC$l L-i 125.0 1754 71.7 100.3 ��( {�� '..i W98-100 Sheet bot 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUHRINUM BUCK FRAMING DETAILfj OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS O�R TOTER EETB�PLICABLE �WINDOW CAPACITIES � WIINDOW DIBL4. WINDOW DIMS. WINDOW DINS. 3 WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXf.(+) KF.(-) 20' 110.0 995.0 20' 105.8 120.0 99-118" 110.0 195.0 24• 110.0 195.0 24' 90.9 120.0 26-1/2" 26" 110.0 195.0 g 28• 110.0 1865 28' 805 110.3 1 37' 110.0 184.2 y� V 30. 7V 182.4 30' 78• 76.3 104.7 42' 110.0 152.4 6XL 32' 36' 110.0 1795 32' 60.0 60.0 19-1/8• 110.0 195.0 36' 110.0 177.3 36' 60.0 60.0 26-1/2' -3 J8" 110.0 172.6 40" 105.8 145.1 20' 102.7 120.0 37• 110.0 156.3 67 Q 42' 97.0 120.0 24' 88.2 920.0 1. 95.7 120.0 20' 110.0 179.5 28• 78• 77.9 120.0 19-1/8' 110.0 195.0 pd11 24" WO.0 158.8 30' 73.9 101.3 26-1/2" 110.0 154.7 1 1 19 K O •• 28- ••• 101.9 146.8 32' 60.0 69.0 37' 84.0 120.0 � I � ,�M,1 • • 035 141AJ •!o' 110.0 120.0 42•42 89.8 120.0 ' p 32 ••• 100.7 138.1• 2f 97.0 720.0 19-1/8' 109.3 1485 • *,%: • 0 120.0 26' Be 685 117.3 28-7/2• 84.8 116.2 0 • 40• • 95.2 120 3II" 80.0 80.0 37' G7.9 93.9 814 SMS j 42" 85.0 12SU ••3f' 60.0 60.0 42' 60.0 60.0 t: AT 8"FROM MAX.ENDS AT JAMBS ••• 20" ••• •110.0 195. •• 79-1/8" 110.0 154.8 24'O.C.MAX.AT WAD/SILL v U ••• •24' •• 1 0.0 t7V.3 • 26-1/2• 74-9J4' 86.4 9185 Q 814 SMS m •*q•428' 110.0 -lip••• 37" 60.0 60.0 AT 6"FROM ENDS • 30' ••• 0.0 154.4 •• 19-1/8" 109.9 120.0 17'O.C.MAX.AT JAMBS I..., ••• *32' 4j. • 709.1 1 • 26-1/2" 76' 84.0 1152 24.O.C.MAX.AT HERO/SILL O W • •38' • 1035 120.0 •• 37' 60.0 80.0 iii I H I z y ••• •40• • • 99.8 1 0.01- •• 19-1/8' 108.3 120.0 lV o •• 42" 95.0 1l6q• •• 26-1/2' 77' 82.7 113.4 !a, h a i • 20' • • 110.0 4.1 • 3T 60.0 60.0 ? O N •••• •24• 0004110.0 4624 • ®$ w 28• • •99.8 1211.0 • kAT Z 30" • 955 120.0 4.4. :_32" 54' 91.9 120.0 d•. - 486.2 118.2 " a' TYPICAL ANCHORS TYPE'A OR'0' TYPICAL ANCHORS TYPE'C'82.2 112.7 6"FROM ENDS AND AT 6"FROM ENDS AND O 1. 80.6 170.5 2 1/2'SON. 17'O.C.MAX.AT JAMBS 17"O.C. MAX.AT JAMBS 20' 110.0 153.2 EOGE GSL 17'O.C.MAX.AT HEAD/50.1 1'MW. 24'O.C.MAX.AT HM/SILL 24' 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE 28' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 8 28Y W000 BUCK OR WOOD STRUCTURES 0 825 113.5 A - 1/4" DIA. KWIK-CON If BY 'HILTI'(Fu=963 KSI,Fy-157 Ks0 c u 3Y 79.4 O&B TYPICAL INSTALLATION DETAIL c >r 36" 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY A ao° 600 600 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 4N ALL FOUR SIDES SI ALUMINUM BUCK SYSTEM m 2 U O az' 60.0 60.0 B - 1/4' DIA ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 I(Sl) 20' 110.0 171.0 M roan a DIRECTLY INTO CONC. OR FELLED BLOCK 2500 m' ' 24' 107.8 120.0 .845 u m 28• 95.9 120.0 1-1/4" MIN. EMBED INTO CONCRETE ,CgS q g so' 66' 91.3 120.0 2-i/4" MIN. EMBED INTO GROUT FILLED BLOCKS 065 592 -{ `m - 32° 87.3 919.7 C - X14 SMS (GRADE 2 CRS) 562 1.tI25 0 36' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 40' 80.0 BOA 1.436 Etgr.JAYANNAO ream�Up1C1'�VLSBD S� \ 1-1/2' MIN. PENETRATION INTO WOOD in withthoplod" $ 20' 910.0 1545 .125 ,903 RCA}70 92 Building Code - 24• 97.0 120.0 TYPICAL EDGE DISTANCE s JA,«ptma;NolAkratimat ' 18 3 pire0an Dale 28• 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2' MIN. ALUMINUM BUCK OPTIONAL COVER a o ti 30' 72• 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 By ak. 32• 77.8 108.9 ,! +�nm! not do PmducCCon of Ji drawing no. 36" 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. `,.l. .`APR 30 eJt"PL, W98-1 QQ C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. sheet 7 of 7 M IAM I•DAQE TYHAMI-DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADI INISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -,vvrv.niiamidadc.gov/econoniI CGI Windows&Doors 10100 NW 25`h Street Miami,FL 33172 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 A11J(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and,the AHJ may immediately revoke, modify, or suspend the use of such product or material-within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 120"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18,titled Series Sentinel 120 Alum.Horiz. Sliding WdNv. (L.M.I./S.M.I.)", sheets I through 11 of 11, dated-03/29/10,with the revision C dated 09/09/14,prepared by Al-Fatooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted,herep. 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 aval'lbl t-.tulp eotiomatthejpb site at the request of the Building Official. This NOA revises and renews NAA1PJ1 j0A1;0 t add consists of this page I and evidence pages E-1 and E-2,as well as approval ddtUmer:t memEohtd 4o:'e�•. The submitted documentation was reviewed by Manuel Perez,P.E. • NOA No. 14-0915.07 MIAMI t)ADE COUNTY ..; ;• : . • • t Expiration Date: September 22,2020 fflulAulApproval Date: February fly,2015 see 1 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 1Vlanufacturees die drawings and sections. . 2. Drawing No W10-18,titled"Series Sentinel 120 At-Lim Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11,dated 03/29/10,with revision C dated 09/09/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,-TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum horizontal sliding window,prepared by Hurricane Test Laboratory,LLC, Test Report No.HTL-0080-0102-10, dated 06/04/10,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t" Edition (2014),dated 09/05/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex IIP Composite GIass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619114,expiring on 05/21/16. ••• ": ; ; ••• • . .. l' ManuelcPb P.E. • ';' ••• •.. Product Contr,l Exa incr •.. ; ; ; ••• NOA No: 915.07 ••: :' ••• ..' ; ; Expiration Date: September 22,2020 • • Approval Date: February 05,2015 000 E-1 :.0.: • . . • CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition(2014), and of no financial interest,dated 09/05/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC,dated June 4,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.12) 3. Proposal No. 09-0032 issued by BCCO,dated October 22,2009, signed by Renzo Narciso. (Submitted tinder NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. Manuel yv ,P.E. ••• •;• •• •.• fs Product Control Eni1RCl' �.' • ;�; ; ; NOANo.14-0915.07 •.• • • • ; ; E\piratlou Date: September 22,2020 • Approval Date: February 05,2015 E-2 : TYPICAL ELEVATION 11y" 110• 6" 4 FLANGE WIDTH 26 5/8" 5 1/2' BUCK WIDTH 26 5/8' 4" xo o MAX. 10'MAX. MAX. MAX. to'MAX. MAX. �g5 y� HEAD/SILL MTG.STILES HEAD/SILL �gS m HEAD/SILL MTG.STILES HEAD/SILL ggm Fj Z 5 5 5•� a�o 71 U �� 11 II II II 11 �C 6 II 6 11 6 / 7 i O 0.46 0 itO • otl r4••• ii u3o It Q3� •• • d • • • _f=wr=-_ ___--_�___= m =__-��----- -__ a 4'��- • • • B • D 11 II n 0 • • • • 5 11It •• •• ••••••(SU ACEIJEDI ••�2• MUNTINS >�' 32 7/8" AODL ANCHORS (SU SE APPLIED) 32 7f8' 32 7/B' ADDL ANCHORS 1NAL • • FALSE moi•SPG. D.L.OPG. AT CENTER OF LITES do M.STILES �TKUJAi. p,L,OPG. O.L.OPG. AT CENTER OF UTES&MTG.STI ES `I2 U • • • • AT HEAD/SILL AT HEAD/StU. q 0 W ••• •• • •• • ' SEE NOTE(+)ON SHEET 2 36 3/8' SEE NOTE(+)ON SHEET 2 p a • • • ••VE14TH WIDTH VENT WIDTH (, . ••• •' • •• ••:•�LANCE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME np� • •• 3,NM t0 • • •• Q M A •l• •• • • • 110• c3 3 m •••• _ •f•••• BUCK WIDTH O 5 1/2' 13 5/16'AX 5"MAX MAX HEAD/SILL MTG.STILES 5'MAX. HEAD/SILL mG1 U e MTG.STILESg SERIES SENTINEL 120 0 ALUMINUM HORIZONTAL SLIDING IVINDON G DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PRODUCTREVISBD Hy u CHARTS SHOWN ON SHEET 3. uscanpyting++ilhlhaFlaida a a a ii II Buiiding Coda $_dtTS.0 E2 II F n F APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS AcmplencoNo j �0 c o>' 8 II 6 II 6 Es TpRM Do. x OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY — APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS By �/ m gg gg N a a IN BETWEEN. Mi if?adaPmduct S s N Cx x n O D LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL l/ WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS a ^d 'm -_-_-�L_____ ° INSULATING LAM. GLASS o o -_ -----iN----_ _— g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a n REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT o<In 1 " HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT ` 8 II WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c L LOADS TO THE STRUCTURE. A Engr.JAVAD AH1A4D ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS CmpL7 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.FE V292 FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE yy a (SURFACE APPLIED) 32 7/8' 32 7/8• NOT PART OF THIS APPROVAL. $ $ OPTIONAL D,L,OPG, D.L.OPG. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 38 3/8' MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT ldowl, no.VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEAN Z 5 SFIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. �� DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY - PSF DESIGN IOAD CAPACITY - PSF (LII OR DB SIZES) (XOX SIZES) (XOX SIZES) 01 FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'&'Al' GLASS TYPES'9'&'BI' FLANGE DIMS. BUCK DIMS. 616SS TYPES TWAl' MM TYPES VA*Bl' FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'&Al' GLA33 TYPES'B'&'Bl' � WIDTH HEIGHT WIDTH HEIGHT 17R.(+) INT.(-) EXE.(4) MT.(-) WIDTH HFJO14T WIDTH M014T EXT.(+) INT.(-) EXT.(+) IM.(-) WIDTH HEIGHT WIDTH HEIGHT EXE.(+) 26-1/2' 25-1/2" 65.0 65.0 80.0 80.0 74" 73" 65.0 65.0 80.6 90.0 74" 73• 65.0 65M 80.0 90.0 0 37' 26, 36" 65.0 65.0 80.0 90.0 108-1/4' 26' 105-1/4' 25' 65.0 65.0 80.0 90.0 106-1/4' 26' 105-1/4" 25" 65.0 65.0 80.0 90.0 53-1/8' 52-1/8• 65.0 65.0 80.0 90.0 111' 110° 65.0 65.0 80.0 90.0 111" 110' 65.0 65.0 80.0 90.0 g 74` 73' 68.0 65.0 60.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 73` 65.0 65.0 80.0 90.0 d LO 26-1/2' 25-1/2" 65.0 65.0 80.0 SOX 105-1/4• 38-3/8• 105-1/4• 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-1/4' 37-3/8` 65.0 65.0 80.0 90.0 IL((OYY 3r 36' 65.0 65.0 80.0 900 111' 110° 65.0 65.0 80.0 90.0 111" 110' 55.0 65.0 80.0 90.0 a 38-3/8' 37-3/8' 53-1/6' 52-1/e° 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74° 50-5/8' 73' 49-5/8' 65.0 65.0 80.0 90.0 C 74' 73' 65.0 65.0 80.0 90.0 106-1/4' SO-5/8` 105-1/4' 49-5/8" 65.0 85.0 80.0 90.0 74' 83° 73' 62' 65.0 65.0 80.0 90.0 26-1/2` 25-1/2` 65.0 65.0 80.0 90.0 111' 110• 65.0 65.0 80.0 90.0 Q ay h O 37" 36' 65.0 55.0 00.0 90.0 74" 73' 65.0 65.0 80.0 90.0 50-!/B` •• 49-5/8' � •O • 53�/8' • 52-1/8" 65.0 65.0 80.0 80.0 106-1/4" 63' 105-1/4` 62" 61.6 61.6 78.2 7&2 41 ggg� •• •m, ••• •73" • • .0 65.0 80.0 90.0 111" 110" 00.0 60.0 76.4 76.4 JzIq$ • 28-/2' 25-i/2• • 650 65.0 80.0 90.0 los-1/a' 105-1/4• 82, - •• •q• •�• • _ s&0 80.0 90.0 111• 110• - - 80.0 Sao •• 53-1/8' 52 /8' 6. • 6',80 65.0 60.0 90.0 ••• 74' • 73' ••• 60.2 1 74.3 74.3 N 4` 636• •73• 62" - - 80.0 90.0 •• •• • • • d • •••• •••••• *ADDL ANCHORS REQUIRED AT CENTER OF UTES AND MTG.SOLE ENDS. • •••• ••••• a 0 0 La • •• (1/2w)• •(A/*V (1/311) (1/3� (i/311) (1/411) (1/ (1/4W) 4 •i• •• •• ii • ii G ii :3 iy ii ii •••• • ••••• • • ZZ OPEI&*%-VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH oLL 'XO OR ox' xox' xox' 0 r TIP. BUCK DORS X"TIP. BUCK DSAS BUCK DIMS c R PRODUCT REVISED 2 as cmnply ngW4m dl the Florida �$ Building Code FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME 4 Acceptance No 0 I*piration Data 1_ FLANGE DORS I FLANGE DRAS BY c ro$o Mi Dado Product Co,- o 0 o a m FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME Engr..JAVAD AfiIMD FIA.PEEP 70592 35 0 STD. MTG. RAIL: H.D. MTG, RAIL: B LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: e -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE o Ea E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) rdrowing no. AND FLORIDA BUILDING COMMISSION 015 W10-18 DECLARATORY STATEMENT DCA05-DEC-219 6 sheet 2 of 11 DESIGN IAAD CAPACITY-PSF DESIGN IAAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �d (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) �� o BUCK DIMS. CUSS YYP89 WWAI'l GIA,48 TYPES'8'&'Bl' BUCK DIMS. JOLM TYPES WAeAt'l CUM TYPES'B'&'Bt' BUCK DIMS. Guns TYPES WAeAt'l MM TYPES WIDTH HEIGHT EXT.(+) WT.(-) EXT.(+) Wr.(-) WIDTH HEIGHT EXT.(+) WT.(-) EXT.(+) WT.(-) WIDTH HEIGHT EXr.(+) INT.(-) EXT.(+) 25-1/2' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 36' 25" 65.0 65.0 80.0 60.0 105-1/4' 25" 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 5 i1'4T 52-1/8' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 0' O 73" 85.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 a 25-1/2" 65.0 85.0 80.0 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8' 65A 65.0 80.0 80.0 at Q 36' 37-3/8' 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 O h 52-1/8' 85.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73" 48-5/8" 65.0 65.0 80.0 80A 73" 65.0 65.0 80.0 80A 105-1/4' 49-5/8' 85.0 65.0 80.0 80.0 73' 82' 85.0 65.0 80.0 80.0 4 dddg 25-1/2' 65.0 65.0 80.0 80.0 110' 65.0 65A 80.0 BOA h 38' _5 8 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 41 0;6 N • S2f1/>� �•/ 65.0 65.0 80.0 80.0 105-1/4' 62" 61.6 61.6 80.0 80.0 Z •• •• Ay• • .0 65.0 80.0 80.0 110' 60.0 60.0 80.0 80.0 1 • • 25-1/2" 0.0• 6w 60.0 80.0 6{ Is•4••q "a" •j 2. 65. 690 80.0 80A O • 521/e" 46.0 6i0 80.0 80.0 • 73'• 12 80.0 80.0 � N • •• • (1/2w) l�/ (1/3 (1/3 (1/3w) (1/4w) (112 (1/41)0 oil p W ••• • ••• •• • • �••• a G� Al 4 • •• �N o • 3NM'� •�• •• OPERATING VENTS TO 81 1429W THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0 3M y •••• • • 'XO OR OX• Z z ' � •••• XOX' XOX' o O BUCK DIMS gg ��a o � e FIN FRAME a y�g c ma.d< 00o S PR0bUCTRBV1SBD N d>$ as complying udh the Florida d a m o Building Code/4�Ort15.o7 FIN FRAME o Acceptance No y, &�DfT E1.'rrdigl DiG ? By 4 �. Enqr.JAVAD AHMPD Mta pude Product Control�^, F.A.PE%70592 CA.N.3536 STD. MTG. RAIL: MTG. RAIL fes/LIMIT MAX. LOAD TO ±65.0 PSF MAX. LOAD TO ±80.0 PSF NOTE:GLASS CAPACITIES ON THIS SHEET AREE4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. 15 AND FLORIDA BUILDING COMMISSION JA 2DW1 -�$ DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 1/8°ANN.GLASS 1/8'HEAT STREN'D GLASS 0 075"Interlayer 075"Interlayer ; SoOex CP With PET Core SaRex CP VHth PET Core Z ey'Eastman Chemical Co.• By'Eastman Chemical Co.' a 090"Interiayar 090"Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass 0. g By'Eastman Chemical Co.' By'Eastman Chemical Co.' O[Q g 090•Interloyer 090'Interlayer a(u DuPont SentryGlas DuPont SentryGias p n By'E.L DuPont De Nemours$Co., Inc.' By'E.1.DuPont De Nemours&Co„Inc.' Q n 1/8'ANN.GLASS m 1/8"HEAT STREN'D GLASS Q SILICONE SILICONE 62 i m GE CO i to DE CO ;^ g DOW CORNING 999 4i. DOW CORNING 995 s� DOW CORNING 995 t iv M7 r N N7 0 Ell AT 1/4 POINTS ON LRES AT 1/4 POINTS ON UTES n �tl***777 M7 WIDER THAN 36" �+i VADER THAN 36" GLASS TYPE 'A' GLASS TYPE 'B' 3 5/16"NOMINAL LAM.GLASS 5/16°NOMINAL LAM.GLASS O W Jd 1/8'ANN.GLASS 1/8"HEAT STREN'D CLASS r, m NM 075'Interlayer 075'Interloyer `� O M Saflex CP Vflth PET Core Saflex CP V✓:th PET Core p$ By'Eastman Chemical Co.' By'Eastman Chemical Co.' Z Z 090'Interlayer 090"Interlayer 0_•,9, 1/4'AIR SPACE Soft-Claor AM Color Glass 1/4"AIR SPACE Saftex Clear And Color Glass > By'Eastman Chemical Co.' By'Eastman Chemical Co.' � V 05; 1/8'ANN.GLASS 090'1 iterloyer 1/8"HEAT STREMD GLASS 090"Interiayar 0 OuPont SentryGlos DuPont SentryGlas By'E.I.DuPont Be Nemours&Co.,Inc.' By'EJ.DuPont De Nemours&Co.,Inc.' 1/8"ANN.GLASS 1/8'HEAT STREN'D GLASS N SILICONE SILICONE « i m GE 1200 i m GE 1200 2 c P f • • DOW CORNING 899 DOW CORNING 899 iv • DOW CORNING 995 MI DOW CORNING 995 m • • \ • • i •• �v mii • • • rl 0000 F i • •••• 0 0 *000• • yoolog a • • • o g 9:0• W •••• AT 1��It�f�I,LL SIZES M7 AT 1/4 POINTS ALL SIZES •••• ••GLASS TYPE gr•• GLASS TYPE '81' AIR SPACE CONSIST O Oa• £ngr.JAVAD AI4MA0 i r • F--• �WriA6s• SPACER CML 0.70' • • 070' iL INSUL.L 0.70'OVERALL INSUL LAM.GLASS METAL SPACER AROUND FIA PE LP ; ®70592 as rnmplying wilh the Florida M • •••• THE PERIMETER OF THE GLASS. "It 3538 Building Code • • • •••••• Aaeplmue No�¢09 5: 20 $ �{��` + Lrx iryelion Date •••••• 000000 •�N ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING Dy�j�71 � • • •• • EXTEMOR PLY OF GLASS TYPES 'Al' & 'Bt' MUST BE TEMPERED. Mfam�ladeProdua'�Do) drawing no. • • sheet 4 of�� TYPICAL "GRSMET^L FLANGE & FLANGE ADAPTOR FRAMESE �V 1BY FOR SPACING STRUCTURE o WOOD BUCK TYPICAL ANCHORS c a. ... •: SEE SPACING _________ _________ ao 3 '"4 " a° ". •O " EDGE DIST.' FOR SPACING fr_________________.,'I Z iY i1.•''`.a.. j I MULLION kE MULLION ANCHORS D EDGE DIST. , I SEE SEPARATE NOA 1 t Q N c Q! • I I EDGE DIST. I ,Oj v 1 O A i O 1 —�• ___ _ _______�J O t A u 1 1 0 O d E7 0 g j TYPICAL ANCHORS ORS 0 SEE ELEV. � FOR SPACING FOR SPACING 14,414 i;H , WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 1 I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N TYPICAL ANCHORS; SEE ELEV.FOR spACING � 2-3/8"MIN. Cn �—"j 1,/4" DIA.TAPCON BY 'ITW' (Fu=120 Kst,FY-92 Itsl) O 1/4" DIA. ULTRACON BY 'ELCO' (F-1-1 K9.Fy-155 KSQ Ow �`. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1-1/2" MIN. PENETRATION INTO WOOD z Js J �N o o m --- THRU 1BY BUCKS INTO GONG. OR MASONRY N a t p o i WHEN USED THE MIN.WOOD BOCK 3(V r•T DEPTH SHALL BE 2Tb".THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O DEEPER OR BEVELED WOODBUCKS IS 3 aOi 0pEgry,I D. DIRECTLY INTO CONC. OR MASONRY Z z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0_ i og� W E t 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) V o W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK=.090, 0 INTO METAL STRUCTURES STEEL :ALUMINUM/81 /8 K THK •MIN. (6063-TS TMIN.) ° (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A i, w • I TYPICAL EDGE DISTANCE 0 o_ B 1Jf ET INTO CONCRETE AND MASONRY - 2-1/2" MIN. a • • •• •• INTO WOOD STRUCTURE 1" MIN. g • •••• • • • Me • INTO METAL STRUCTURE = 3/4" MIN. • •••• • j 1 • ( , WOOD AT HEAD.SAL OR JAMBS SG - 0.55 MIN. m a • •i •• CONCRETE AT HEAD, SILL OR JAMBS Ac - 3000 PSI MIN. o d C-90 HOLLOW/FILLED BLOCK AT JAMBS Von - 2000 PSI MIN. •••• • I *00 t Enyr.JgVADAHLWD PRODUCT REVISED • • •• ••••• CML as complying with the Flmide • • ae FLA. SSI Im"i'tgCoae �4.o915A $ • :'``t� ° •n Aae�D. tmtccNo 1 •• s •••••• '- °'t .. °' Qa ! e` '.TEAL ANCHORS 5 t °� TYPICAL ANCHORS Mi. — >. ,BY • SEE WEV. g•- -9•' ' SEE ELEV. iCj v% W10-18 ••• ••N1000�,: •••• • FOR SPACING ,^ - FOR SPACING N sheet 5 of 1 FLANGE & FLANGE ADAPTOR FRAME �U 1/4'MAX. SUCK WIDTH 1/4-MAX � o SHIMS SHLMS TWICAL ANCHORSVENTVVIDTH VENT VADTH FLANGE ADAPTOR FRAME F ELEV FOR SPACING O O O 1/2'1YP• a ° 1 1/2 O V? 't 1] g�4 D _ 2 WOOD Ell - 0 2 K V di h R o ° ..-SCREENS OPTIONAL .._.. .._.. .._.._.._.._.._.._.._.. W000 � •O as a114t ' 2 1 Z - _ WOOD BUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS D L oPa SEE ELty. FOR SPACING a MIAMI-OADE COUNTY APPROVED=%U ION !c MULLION ANCHORS ® n SEE SEPARATE N y BUCK WIDTH SUCK WIDTH O ALTERNATE � � a O SWEEP LOCK Q Ir 1 OPTIONAL TO tr- 7I SPRING LOCK yy to o r I I II - - Sa 0 3 e, it I I Z z�a 30 2L, - � TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING g 1/4'MAX BUCK WIDTH 1/41 MAX. © N $ G c$ $ SHDd 1 SHIMS • 00 VENT WIDTH C Pj R ��pytd Al LL K � '•«CELOE�V.: 1q E• CO © TYPICAL ANCHORS $ • FO SPACING • • t/4- jLJb EE ELM 000 I R SPACING 3 0 8 & • _ __ --- .* INTALLATION DETAILS SHOWN ON PAGES 5Zile d • •••• • _ -_ - __ 1 �I AND 6 APPLY TO BOTH FLANGE FRAME AND l0AL • FLANGE ADAPTOR FRAMES. •••• •• • Ergr•.JAVAD AHAIAD PRODUCT REVISED ��ENS OPTIONAL •_••_• FLA.PE 7OW2 am rontaY�wilh the FloridaOA.N. 538 ^ eing go o•EBion Date ( J• •• > EXTERIOR GOD eucKs J• • •• • •• • •• D.L.OPG. ivlimnj ade Ikodact Control drawing no. • • • XO LAYOUT j/ JJJ 015 W10-18 • •••• •••• • • sheet6of11 TYPICAL ANCHORS MEIAL WOOD BUCK /—SEE SPACING LSTRRE EQUAL LEG FRAME �V.V _ TYPICAL ANCHORS •: I --.. --.. SEE ELEV. m r-------------- FOR _______________i i 3 .a i FOR SPACING o I I MIAMI-DADE COUNTY APPROVED I I Z EOGL'DIST: $ I f MULLION&MULLION ANCHORS 11 O k '.d c d.• .d.,< ; GE z I SEE SEPARATE NOA j f 4j I a + a in I t EDGE I I o- ,�:y'-. \ \ �I DIST. gZ .. I ------j I C o � 08 �4 o E3 E7 \rn TYPICAL ANCHORS o--- SEE EL ANCHORS SEE ELEV. 04 Q At FOR PACING FOR SPACING IQ 3 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD. CONCRETE OR METAL STRUCTURES 46 2 TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. o SEE F]E. FOR PACING 2 3/1 3 N T/4'MAX BUCK WIDTH SHIMS t �.`j 1 rn n 3v:):N M i x v Rl+ O M i - a W •. E:1�................................. WHEN USED THE MIN.WOOD SUCN ZZ, DEPTH SHALL BE 2V.THE USE OF w II DEEPER OR BEVELED WOODBUCI6 IS APRON MUWOON 3 O— (sl PERMIfTEO. &MULUON ANCHORS t7 p v Fb SEE SEPARATE NOA U O •a o.'. ._ RUCK WIDTH BUCK YADTH t II II = - 12 T • •• I It I I �' CE. q • • • 1 tl } v F • •••• ••• • II I 1 d�i • • 1 M9 II I t ................... 1 f oogog$' M3 • • -J e a 0 e • •1•• ••• •• •• E2 � TYPICAL ANCHORS 0 •••• •••• ••••• • • ' Engr.JAMAD AHMAO SEE ELEV.FOR SPACING • • e • I 1 PRODDCT REVISED • • • - Q FIA PE BL 70892 >�complyingnidithe FWds • • •• :.•: a: C.A. asaB Eutldlugcode!4'09!5.01 • • :•!'••', sees Acceptance No s ' -,v-° - ,v,•. .. a° v - iratian Det. y EbGE IST. :° e z TYPICAL ANCHORS BY ♦ M Dodo Product Col�'vJ1 drawing no. • R .••• • t TYPICAL A�lCHORS - .e•.. g 8 I SEE ELLV. AN 5 J/ W10-18 IBY • f SEE ELM 4" FOR SPACING • •••• ••WOW BUCK FOR SPACING .•a sheat 7 of 11 • • TIM ANCHORS glUSTRATNE DTts.ONLY s �ELEV. FIN FRAME Lq!7_1uj NOT 8Y CWSIT.OR FWISHESNG o_ Haat g 10 t � E7 1 I/2� 14OUS TYPICAL ANCHORS: SEE ELEV.FOR sPaclNc °07+ $ $8 SMS (GRADE 2 ISIS)NOT By CGI d(j A2 e1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES encKeED 1-1/2" MIN. PENETRATION INTO WOOD V E3 CAULKING 04 � : l4zHs� o� NWOOD STRUCTURE 1/4-MAK. SUCK MIN 1/4'MAX. O 1 Cd1P � 4 GAP 1/2'WN. (n Nn cj m d !fi' f 1/2'MIN. N 9 O o3M a a l m rn � ZZlL� 1 30 dt O J.ACKBEO ULKING t o_ _ _ _Ey _SCREENS OPT. ._.._.._. ___ _ _ _ m a • • ••• • 11 1 d2gg • 0000 I M9 • • • EB 00000, HOUSE WRAP • 0000 • I 1 NOT BY CGI EXTERIOR • 1 o a, I E p$a l 0000• 1 • • 0000 • I •0 E2 • • • • BACKBEO • •• • B 2 ••• CAULKING S •I •••• •• Engr.JAYAD AHA440 PRODUCT REVISED • • • CML w—riplyiag with the Florida • • • •• 0000 FLA.PE CAh.9 38 92 Enilding Code 35 • ••�liEUSE WRAPAcrnptonm No • Nel'BY CCI 03 1/2 zgq, Exp�ID)ate .,�WZC0000 • •• ••• 9y• • ivdrawing no. • •• •• CHOIRS W10-18 SEE EIlAY1N • 9000 •••• SEE SP . sheet g of 1 0 0 FOR SPACING ITEM PART$ QUANTITY DESCRIPTION MATERIAL MAW./SUPPLIER/REMARKS E1 CCI-1GO - FRAME JAMB®FIXED CLASS 6063-T6 CCI EXTRUDER E2 CCI-113 - FRAME SILL 6083-176 CGI EXTRUDER 0 E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER "L J E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAI. 6063-T6 CGI EXTRUDER 0• U E7 CGI-106 - SASH RAI. 6063-T8 Cd EXTRUDER 0 E8 CCI-107 - 5/16'GLAZING BEAD 6063-TS CCI EXTRUDER IL I ESI CGI-108 - 0.7(70'GLAZING BEAD 6063-T5 CLT EXTRUDER EIO CGI-109 - FRONT FLANGE ADAPTOR 6083-T6 COT EXTRUDER 0 Ell CGI-110 - NAIL FIN ADAPTOR 6063-176 CGI EXTRUDER CFp¢ E12 CGI-135 - TF FRAME JAMB®FIXED GLASS 6063-TS CGI EXTRUDER 0 LL Q a Q E13 CGI-136 - IF FRAME HF406083-T6 CGI EXTRUDER C IX E14 CCI-139 - TF FRAME JAMB 6083-T6 CGI EXTRUDER Y.I; E15 CGI-140 - 1'MUNTIN 6063-T5 CGI EXTRUDER L< E16 CGI-141 - 2.5"MULLION 6063-T6 CGI EXTRUDER Q }a3 E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN 6063-T6 CCI EXTRUDER 0 E19 CGI-115 - SILL FILLER 6063-76 CTT EXTRUDER a E20 CG1-718 - FRAME JAMB 6063-T6 CTT EXTRUDER H n� E21 CGI-117 - HD LOCK RAIL 6063-176 CGi EXTRUDER J E22 CGI-138 - IF FRAME SILL 6063-TS CGI EXTRUDER m E23 CGI-109 - FRONT FLANGE ADAPTOR BOBS-TB CGI EXTRUDER U) of a O °�' O ir M7 CGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - 0 ir La 4 M2 CGI-111 - SCREW COVER(OPTIONAL) PNC - N M3 CGI-112 3"0 ANCHORS EQUAL LEG COVER/SHBL PVC - 3 NM M4 - 0.700"X 0.040'BEAD CE1200 SILICONE SILICDNE GE NS - 0.700'X 0.040'BEAD DOW 995 SILICONE now O M n m M8 - 0.700'X0.040"BEAD I DOW 899SILICONE DOW Z Z .. M7 - 2/LITE SETTING BLOCK EPDM DUROMETER 8015 SHORE A 3 O M8 - - PR07ECM WRAP WATERPROOFING OR EOUN. M9 684 - ROLLER TRACK PVC - U g MID CGI-128 2 PER SASH ROLLER HOUSING NYLON - f� MI W2320ING - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CCI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANIIUFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI-134 - JAMB SPACER WC PROTOTYPE OR EQUIV. C B M17 A307.31JR01-3f 9 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. • M11* CGI;I&; e 2PER WT,2" •4 SASH STOP PVC PROTOTYPE m •0 41•Ads CCI-111 61 FR.MAD• !SCREW COVER PVC PROTOTYPE • M21? CCI.1&%•a• 2PER ig Mai CAM(BJI BALANCE) NYLON M&M • t _ • • VAR0 NL-FLO WEEP COVERS PVC AMESBURY OR EQUN c S2 - 2 OR 3 PER CORNER # 10 X 1 1/4"LG.PHL.PH.SMS. ST/ST.ASSEMBLY SCREW - ° a S me • - 1 1/4'Wftff 8 X 1 1/2'I.G.PHL PH.SMS.FIN ANCHOR SCREW - - <O •1iH• -••• 4 PER"•• 4Y 8 X 1/2"PH.SMS.ST/ST BALANCE BRACKET SCREW - - •• 2 PER W2, 8 X 1'I.G.FH.SMS. ST/ST.SPWll.S.ASSEMBLY - - •L S6 ♦ • • -• 40 6 X 1/2"LO.FH.SMS.®CGI-133 &CAM LOCK _ _ Engr.JAYAD AHMAD PRODUCTREVISBD •O _- 4®M. g 10 X 4"LG.PHL PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - �C,A� a Buiitt ngC de with Lim Flmlda � �•+ Accepla�mc No 'ON15.07 6 $ • 590 - • 2 PER AYT1011¢'• 10 X 5/8"LG.PHL PH.SMS. ST/ST.ANU (/1 UFT SCREW - - N'p��'-mjlion Dnle •••••• • •• •••••• By, • • • • Mimn adePeoduct Imf� drawing no. • • •• •• JA 726 W10-18 ..• • ..•. •... • . • • sheet 9 0111 2.440 2440 2.113 .490 .120 ® n 1-065 > o •� �^- .70}5- .as0 irP. 7os .oso 1w. A 2.101 1.301 1 07 I 1 1.880 I I 0 k J3 2.848 085 1.607 Ogg fi$] T • 2348 'IYP. 7.220 1.007 IL 050 O 5/16" GLAZING BEAD O .700" GLAZING BEAD 8 065 1395 1.155 1.155 TYP• O a 1.449 7.075 1.015 1,368 •745 Ett NAIL FIN ADAPTER 1.395--•y $G h E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1496 T ��3 a n .050 .060 8 1.015 1.015 .065 1.413 v co00IV 1 788 N 065 Z .t t.tao ,.140^) irP. LL 2.264 1.255 IaJ FLUSH FRAME COVER tez SCREW COVER a� f f.015 1220 LFTYP.� 4.430 •065 TYP. 3.9J0 .__5 1.043 w 3.685 2.885 3.185TYP2.885 a. n ES LOCK RAIL E,9 SILL FILLER N 7.788 O w � 1.450 .180 S Ned i �ZNo 2.440 2.440 1 .050 N 2310 x-L�- � Q 3 K d Mj F22 FLANGE FRAME SILL O FLUSH FRAME SILL 1 07 5 O ai 7YP. 1.220 z Z ti v 2.737 2.737 Ez3 FLANGE ADAPTOR o .065 .Ogg 1.04J (Oj tx, ALT. LOCK RAIL 2.805 rl 2.613 2,505 261J 1.892 L wlloprl ; R 1.000 .991 • ,500 ,gg7 2.195 u q • s • m F • ��37 • • 2.737 1.01.5 m g § • E7a FLANGE F (MOVING)•• FLUSH FRAME JAMB (MOVING) IL • •0.0 • • • • �y-'= • .811 . . . bit 7.043 0000 HANDLE RAIL a a v • ••• •• •• 0 ••0• 000 ••• •• F *1.025• ••••A50S •♦ 65 lyp, •• • 2305 •065 tYP. F •�V� � PRODUCT REVISED 0 4, f,h PE 170682complying,iilh d.Plorfde CAN.3538 Building Cede 7.015 85 Aaeptencc No/Ea ire6on Dal.• sobB1fKieneProduct ntrol 945 001.245 W10-18 •• • ••w• • sheet 10 nt 11 Et2 FLANGERZA lot E JAMB (FIXED) E1 FLUSH FRAME JAMB E7(FIXED) SASH RAIL O a n i 8aq° WE��p{ u a FRAME TOP CORNER M�TOP/BOOM CORNS S2 O w / ?1 NM m Zz �' i 30 0000 so** ... . m�z O a m U . • • O .•.•• •... • c ... .• • FAME BOOM COME CORNER Ener.JAVAD AHW PRODUCT REVISP.O . • • -CML a,complying%vith the Florida *000*: • .• • f CAN f 70582 Boil Accepm C 4 _S } • • • .. ' � Exp3*ation Date z0 g g o 5 •• •.• • .• •.••• Njim ade Product Cou drOwio . .. .00. as 2 W10-18 .. 000 0000 . • �XEOMTG�IL CORNEMTG�IL CORNER 0 sheet I 7 of 1 1 M IAM I.DADE AIIANII-DARE COUNTY 00 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONODIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) rnrn•.miamidade.my/economy CGT Windows&Doors 10100 NW 25`h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION:Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with the revision B dated 09/09/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.B., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to the user by.the manufacturer or its distributors and shall be available for inprectron.at th1 jobs**,tlittequest of the Building Official. This NOA revises and renews NOA# 1k11148.aQ tolsitts:ofthis page 1 and evidence pages E-1 and E-2,as well as approval document m6ntfeL&Wbove.: ••• : : ••• The submitted documentation was reviewed by Manuel Perez,P.E. ..• . •.• w-'�'-1• . . . • • • • . ,r : • : : .' . 0.0 : ; NOA No. 14-0915.06 Mtt1M1•DADE COUNTY ••i i• ••. •.• ••• '.• Expiration Date: September 22,2020 Approval Date: February 05,2015 "a �5 Page 1 • • • • • • • • • • • • •• •• • • • •• •• CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Ahura S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision B dated 09/09/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No.HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Subinitted under NOA No.10-0510..1X) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E . 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. .. ... . . . . . .. •• ••• •• • • • •• lr ( • ManueJerpz,P.E. ' 0:0 • 00: • •Z,i Product Cou Ol alniner ' • •• NOA . . 4-4915.06 •• • Expiration Date: September 22,2020 Approval Date: February 05,2015 E-1 ... . . • . ..• . . • • • . . % % • • . . • • . . . •. . . • .• ... . . • ••• 0 . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition (2014),and of no financial interest, dated 08/26/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hurricane Test Laboratory, LLC,dated February 03,2010, signed and sealed by Vinu J. Abraham,P.E. (Subinttted under NOA No.10-0510.11) 3. Proposal No. 09-0032 issued by BCCO, dated October 22,2009,signed by Renzo Narciso. (Submitted under NOA No.10-0510.11) G. OTHERS 1. Notice of Acceptance No. 11-1115.08, issued to CGI Windows and Doors for their Series"110 Sentinel" Aluminum Single Hung Window- L.M.I. approved on 01/12/12 and expiring on 09/22/15. •• ••• • • • • • •• t Mallllel Pe Z, .E. • "' "' Product Control ca iner • NOA No.14-0915.06 .. . . . . . . . . . see 0 •.• '.' '.' Expiration Date: September 22,2020 Approval Date: February O5,2015 • • • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • • 53 1/8" 1 52 1/8" 52 1/5" V y FLANGE WIDTH BUCK WIDTH BUCK WIDTH o ' 47 7/16' 47 7/16" 47 7/16' ,L 3 D.L.O.(FIX.LITE) FALSE MUNTINS O.L.O.(FDL UTE) FALSE MUNTWS O.L.O. (FDX. LITE) kk 20 9/18' (SURFACE APPLIED) 20 9/16' (SURFACE APPLIED) 20 9/16° F Cl 6"MAX. MAX ** OPTIONAL5 1/2"MAX. MAX. ** OPTIONAL 5 1/2"MAX. MAX ** 23 HEAOO/CORNlU A HEAD/SILL CORHM/SILL Al HEAD/SILL -NSIILLL HEAD/SRL g 4 8 7 , II II Ii it it 11 �� N O 11 11 II II 11 II 0 11 11 " / II II II II �� QQQQ a 5 II / 11 a 11 / II7 9 a . 11 / II ."'i ----- ----- .. --j�—TI----- ... B--`�—�----- '� .. S=— t�----- G of t� 5; It W ..1 B 11 11 ..1 8 B II 11 �tl 4 ) 6 II II oo Q�3� p 4 ii ii 8 Ii ii d II II LL It /i u • --_ 11 pI M '----5-- _.I1 M x M _ II r O• Ff-• il_-__- O -___-tt-- �I---_- r O - =--It-_ _ _�----- i••• i � �• • n : - -11 gig drc a • • 4 �i• • n ,° g1 ii �J ii ii ii m � • •• Ow FALSE• j N p •i•••• •••• • 47 7/16- m Ipa7 ye (SUfCEUE, 47 7/16^ •• •• •••••• ••D •• " D.L.O.(VENT, $ OPTIONAL O.L.O.IVENT) $ 0 3 m 04100:00 •• •• •• • •04 J/4" 50 1/4" 50 1/4" n z 3 ••• •• •• ••• ••VENT H VENT WIDTH VENT WIDTH O o¢3 • • RLANGE & SI.1i"E•ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME y v • ••• •• • •• •••••• TYPICAL ELEVATION • SERIES•,�E,'f�'jIQEL 11� ALUMINUM SINGLE HUNG 1PIN0019 0 • • FSIGN LOAD— — GS FOR TFIE%E*YINDQWS TO BE AS PER ••• • CHARTS Syp $HEFT 2. � APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONSjR CENTER ANCHOR REQUIRED WHEN g OF S.H./S.H. OR SINGLE HUNG WOW.WITH OTHER MIAMI—DADE COUNTY SPACING EXCEEDS 20 916` u l APPROVED WINDOWS USING MWMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS o o a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSULATING LAM. GLASS s HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT ` WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACT LOADS TO THE STRUCTURE c ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS Engr.JAVAO AHMAD S EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. CNIL PRODUCTREVISBD I FLA. !70592 m complying uid,the Ftwida ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N.$536 �Md NOT PART OF THIS APPROVALA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATERIALS INCLUDING BUT NOT LIMITED TO STE ETAL SCREWS. THAT , drawing no. OTHERITH EL/M Miem1 adeProdnctCo wi0-03 REQUIREMENTS OFF THCOME INTO CONTACT E FLORIDA BBUILDING CODE.MILAR TERIAI.S SHALL MEET THE 2 1� [.� ✓' sheet 1 of 9 EQUAL LITES W94DM UNEQUAL Inn WINDOWS �w tT{ DESIGN LO D CAPACRY-PES DESIGN IAAD CAPACITY-PS? o FLANGE 111119. BUCK DTD9. GLASS TYPES'A'WAT'GIAS9 TYPES WAVI• PUNoE D M9. DUCE DDd9. UAX.TOP 131W GLOB TYPES WVAI'GUM TYPES'Wk'BV ® of WIDTH HEIGHT WIDTH HEIGHT EXL(+) INT.(-) EKL(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A DIAL. E%T.(+) INT.(-) W4+) 1NL(-) L 19-1/e• is- 7&0 75.0 00.0 85.0 a3-1/8• 76' 52-1/8• 75• 36-1/4• 75.0 75.0 80.0 85.0 26-1/2• 25-1/2• 750 75.0 60.0 85.0 49• 79• 48• 78• 39-1/4• 75.0 75,0 a" 85.0 Okk 37' 28' 38• 25' 780 754 80.0 85.0 26-1/2• 25-1/Y 70-5/9• 75A 75.0 80.0 B&O it 2 49• x 48' 750 750 804 85.0 Jt' 30' 63-5/8' 75.0 76.0 80A 85.0 ? CCCOjjj' V 53-1/8• 52-1/e' 75.0 75.0 S0.0 55.0 33• a5• 32• a4' 60' 75.0 7" 80.0 85.0 g O 19-1/8• 18-1/8• 75.0 750 80.0 85.0 37' 36' 53-1/Y 75.0 75,0 80.0 85.0 a 26-1/Y 25-1/2' 75.0 75.0 60.0 85.0 Al' 1 4Y I I 4S-1/4' 75.0 76.0 1 800 85.0 3738-3/9• 38• 37-3/e• 75.0 75.0 60.0 85A v 49• 48• 7S.0 75A GILD 85.0 D o C 0I 44 53-1/8' 52-t/8• 73.0 1 754 6a0 8&0w � 19-1/8' 18-1/9• 75.0 75.0 $0.0 85.0 p O dJ t�aQ 26-1/2• 25-1/2• 75A 75.0 80.0 85A (� X30 37' 50-s/8• 36' 49-5/e• 75.0 75.0 80.0 65A Q _ 49• 48' 75.0 75.0 80.0 85.0 V' �y19oq1 qqgg 53-1/8• 52-1/8• 75.0 75.0 80.0 8&0 N 19-1/a' 1871/6' 75.0 75.0 SOA BSA i ell 28-1/2' 26-1/2' 75.0 75.0 o" 85A m y O 37' 63' JB• 62' 75.0 75.0 89.0 850 49' 48' 75.0 75.0 800 85.0 m y 53-1/8• 52-1/8' TSA 75.0 80.0 85.0 n 19-1/e' • �8-1/8' 75.0 75.0 me 85.0 •••0 0 26-1/2 0• • 25-1/y • •0 75.0 1 75.0 a" 6" IV ° 37• 76' • 38' •ys� .o 7ILo soo 854 UNEQUAL UTES (ORIEL TYPE) O r 49' ••••0 48• 75.0 75.0 aoo 850 ow •:• • 53-1/a' • !i2-t/8' • ♦5.0 75.0 au a" = � • 19-1/e' • 16-1/B' •••• s4 754 6oA ESA vl • 26-1/2• 75-i/2• 75.0 75.0 80.0 854 m $ ••• • •�•• ✓�• ?r NM m 37' 38' 4 X5.0 75.0 BOA SSA in to r4' • • )i'TYP. BUCK DINS jr IYP. ••• •• 48-1/2' -1/2 SA 75.0 BOA 85A Q$M •• •• •• • 0000 Z2t • • • • • • • • 00 0000 ° °° WIDTH Fl ANGE FRAME rn U o • • • 0000 � • FLANGE DAIS BUCK DIMS so S • • • CR ra•• EQUAL LEG FRAMORE 4 v � BUCK DIMS EQUAL UTES o•^$ m o� FIN FRAME a m 0 • o E.91 AAVAD AHMAD BUCK DIMS CWL PNODUCIRwith dw b" FTA PE/70592 mar11F1ytng with tllo Florida c CAN.JS38 OuitdiOg Cade , Acc.Y+tauca xa t -G315 {o •• ' NOTE: Iapirottaa Data j 5& 3 GLASS CAPACITIES ON THIS SHEET ARE 9y�� 16;4 drowio BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME ++ pN �g a• lade Prad6atCOO t- AND FLORIDA BUILDING COMMISSION FLANGE DIMS I L W10-03 DECLARATORY STATEMENT DCAO5-DEC-219 sheet 2 of g f - 4 U 1/8'ANN.CLASS 1/8"HEAT STREWD CLASS .075'Interlayer .075'Interlayer �Y 0 Soflax CP VRth PET Coro Saflex CP With PET Core Z By'Eastman Chemical Co: By'Eastman Chemical Co.' Q ON"interlayer 090'Intedoyer I g Saflax Clear And Color Gives Saflex Clear And Color Class 8 8y'Footman Chemical Co.' BY'Eastman Chemical Co.' O� 090'Interlayer 090'Interlayer DuPont SentryGlas DuPont Sentry0cs fi By'E.L DuPont De Nemours&Co„Inc.' By'E.L DuPont De Nemours&Co.,Inc.' (Q' h 1/8'ANN.GLASS 1/8'HEAT STREN'0 GtA55 Cf SILICONE SILICONE Q Q 6 z m GE 1200 i m GE 7200 Q DOW CORNING 899 yl DOW COINING 899 �0 0 MI DOW CORNING 995 i$i Mt DOW CORNING 995 z`�- yy a a � 0 0 w w N • •• Mq AT 1/4 POINTS ON UTES ua AT 1/4 POINTS ON LITES • • • YNOER THAN 38' WIDER THAN 36' a a •••• ••• *GLASS TYLE iA*•• GLASS TYPE 'B' 9 • • S 1t1�OVERALL lA*.GLASS• 5/16'OVERALL LAM.GLASS = 0 & O 4 ••• •• (L.M.I S.M.I.) t/l • • • • 0 Of N 41 =N •e • 1/8'ANN. ••• 1/8'HEAT STREWD GLASS �i N M ••e •• sees •• •• • 0075"•rtedoyer 075'Interloyer o 99660 •••• I•gCi ABth PET Core Saflex CP With PET Core o n • By'Eastman Chemical Co.' By'Eastman Chemical Co. Z Z •• •• •• •t••� 1/4"AIR SPACE 090'Interloyar € �O= 1/4'A1R•SP •090 Ince r _ • • • • 5•fyvm And Color Glass Saflet dear And Color Glass ••• •• By Eastman Chemical Co: By'Eastman Chemical Co. m U O g • I1'8"ANN.GUS• •O.4 1/8'HEAT STREN'0 GLASS 090'Interlayer 0:0• •• • • �P r�$$eeyytryGlas DuPont SentryGlas • • ey�E.T buT'ont Oe Nemours&Co.,Inc.' By'EJ.DuPont De Nemoure&Co.,Inc.' U1 • 7f8'ANY.CLASS 1/8'HEAT STREWD GLASS c ••• SILICONE F SILICONE i GE 1200 z GE 1200 0 R DOW CORNING 899g DOW CORNING 899 Q N MI DOW CORNING 995 a My DOW CORNING 895 o O o �g<m W M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES O GLASS TYPE 'A1' GLASS TYPE '131' ACE CONSISTINOEn9r. AH oa r 0.70'OVERALL WSUL LAM.GLASS 0.70.OVERALL IJSUL IAM.GLASS METAL SPACER AROUND ACML � PR011UCTRRYISEb ssY33 (L.M.I ONLY) THE PERIMETER OF THE GLASS. FLA PE 70592 as complying%Ur the Florida o CA.N. S38 Bu6ding Cada Accpeplsnce B�iraUan llalc (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING y adeVroductCaago3v^ drawing no. EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. 74 i J W10-03 sheet 3 of 9� TYPICAL A"C"°� FLANGE & FLANGE ADAPTOR FRAME SEE ELEV.1BY I FOR SPACING METAL ��,j WOOD BUCK •. :. I •. STRUCTURE o w•a �:.• " E• ••qSi.• TYPICAL ANCHORS Z °d r--------------------I m + ________________�1 0 Tye FOR SPACING g + MIAMI—DADE COUNTY APPROVED iv 1+ MULLION&MULUCN ANCHORS II F IL EDGE DIST. a OIST. < +i SEE SEPARATE NOA ; d ~ 'I EDGE DIST. 1 I A ' I`-___-- -_-- 1y14 0 <p TYPICAL ANCHORS TYPICAL ANCHORS 0�d�QQl f`a FOR SPACING FOR SPACING r5 M9 1gir� c 2 3 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .� AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • oS�Lo AL K 2 3/8•MIN. TYPICAL ANCHORS: SEE EtEY.FOR SPACING v i• ••: ••• • I EGRESS LOCK ` 1 f4" DIA. TAPCON BY'IIIA' (Fe=120 Kst,FY-92 KSI) � 0 • • • ` �,/a" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI.Fy i55 K9) 3 p w •• ••• googol, • `�\ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = • ® • • • E5 \` 1-1/2" MIN. PENETRATION INTO WOODcj q) •• ••• a' ••• a ------- THRU 113Y BUCKS INTO CONC. OR MASONRY N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o_ p M 0 • • WHEN USED THE MIN. WOOD BUCK m + •• •• ai •••• •i DEPTH SHALL BE 2% THE USE OF DIRECTLY INTO CONC. OR MASONRY Z_z • ••• W •• • DEEPER OR BEVELED WOODBUCKS IS Cj 1-1/4' MIN. EMBED INTO CONC. OR MASONRY z o .R n PERMITTED. o • • W •• ••• •i • • #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS) V o • • • opo • INTO METAL STRUCTURES ••4••• • •• • = STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) **Soo • • ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) • •• • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 004000 Goo* o • •o• • c i 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 000000 o INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) m S4 ' TYPICAL. EDGE DISTANCE 1 i 3 INTO CONCRETE AND MASONRY = 2" MIN. E5 INTO WOOD STRUCTURE = 1" MIN. c v i INTO METAL STRUCTURE = 3f4" MIN.MIT Id9 S$ WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. a m OMd to CONCRETE AT HEAD, SILL OR JAMBS f c= 3000 PSI MIN. o C C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm= 2000 PSI MIN. o •_ t b Engs JAVAD�AHAUW a r PRODUCT REVISED Z. .' • as '•e "� FLA.PE s rO5g2 CML as camPly(ng a9rh rhe Florida n •`I CAN.°3gjg Building Code � _ .:.q. 1•w y ° Acccptaace ato ./y�, �• Ex�rntiou Date O E06E DISL v. °°' :v e•.. i 8 , SEE ELM ANCHORS Miran' ade Pr ucl Conh06�� drawing no. TYPICAL ANCHORS — ° FOR SPACING 015 W10-03 SEE• 18Y FOR SPACING 'w WOOD BUCK sheet 4 01 g 1/4-MAX. SUCK WIDTH I/4-WX FLANGE & FLANGE ADAPTOR FRAME SHIM SHINS p Z 3 TYPICAL ANCHORS O ' ' TYPICAL ANCHORSSEE ELEV. S6 S5 SEE ELM F SPACING dt A FOR SPACING FLANGE ADAPTOR FRAME o g o. C fY o a METAL — ' — a srRucTURE � �'I/a- 0-1 EXTERIOR WOOD BUCKS I I E7 O D.L OPG. � O 0 1 1 • •llYe MAX. SUCK WIDTH 1/4-MAX. SHGW ! J mm • • UAS j a xi •• ••• • • • T ICAL ANCHORS • • O W j 3 O W SEE 0 . • TYPICAL ANCHORS .. 090 FOR SPACIW. a.e ; • SEE ELEV. y 0FOR SPACING • • .o - w 1 ! h m •• •••• ••••i _Z •••• d ' WOOD 30L Fo 03 WOOD STRUCTUR Vi •• ••• • �, •IN&D BtiCi6� �•• •••••• 1 rn • • • • 0 •••1 MIAMI-RADE COUNT/ C + APPROVED MULLION B SEE SEPARATE NOA '/2-TP EO q SICK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 FAND 5 APPLY TO BOTH FLANGE FRAME AND - FLANGE ADAPTOR FRAMES. o c B a $8 I I I I o MAD AHMAD 1 1 I - EMv: PRODUCT REVISRD 1 I FLA.�Mm� 2 es—nidying%eith the Florida �' �yyyg Building Code p A P=Pmuctco By.7 0ry �+ 9 g14 X I-FH.SIAS. v r-1/ W1 0-0'J sheet 5 of 9 TYPICAL ErAL 7BY FOR ANG ANCHORS STRTRUUC URE EQUAL LEG FRAME N.V o ' wGDD BtK3( o A " - .4:...\.;* , •.. •• ANCHORS -------------------- TYPICAL ___ ______. i 3 'EOGEs.DIST.-• SEE SPACING o 11 MIAA9-DARE COUNTY APPROVED I I Z .a- •d e e • e. FOR SPACING a EDGE 11 SMULLION&EE SEPAf7AMUW�ANCHORS Q zd w E DIST. g Q \ 11 11 I Yl EDGE DIST. t Q • O �L-------- fl U IL Al M3 Et a i' It TYPICAL ANCHORS TYPICAL ANCHORS C M2 SEE ELEV. SEE ELEV. Q FOR SPACING FOR SPACING 8 dJ h d i SS SEE EIA RS MWAI-OADE COUNTY EV FOR SPACING &APPROVEDMULU�Mu NOR Z D(_ ,rd� M9 SEE SEPARATE NOA Q z RIX. BUCK YIIDTH BUCK YdDTFt BUCK WITH fa f J suNs o o D1 g � o.v fr---"7� � � • •• SWEEP LOCK OPTION&TO i • ••• 8 ° • At EGRESS LOCK ♦• ••• AT SILL - — Or • • • __. j •i•••• I 1 • •• •i• 0 ••• 4 i W �•'-', L ==J N'S try 55�� N • m tl o • ••• a •••• • • ", x a3M • • i ' ' " _ eta X7•FH.SMS. fij Z ZLL *Do*• TWy •• • j • a •Q >.' E3 Eg Z O '� • m • •••••• i EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY • • •',', INTO WOOD, CONCRETE OR METAL STRUCTURES •• ••• 00000 i o7 •' , 7 WITHOUT THE NEED OF A WOOD BUCK. •••• o $ 2 3/8'MIN. S4 aa° m 5 j 238'MIN. .a \_i••• 'a TYPICAL ANCHORS \ o o $ '-A -.s .a• ISEE ELEV. i FOR SPACING o�m c El az C1 � to \ '. ` •`.. o Engr.JAVO AHMAD PRODUCT REVISED --___-�' F1A CNA 70582 as eomplying auh tlm rIwWa 5538 Buildu,g Code A c Acc tante No!V.L 15. WHEN USED THE MIN. WOOD BUCK n § c-> - - - = DEPTH SHALL BE 2% THE USE OF Fa�i7mtioa Duc � 8 v EDGE D 9 a " DEEPER OR BEVELED WOODBUCKS IS HVCk' S�Z '. TYPICAL ANL'ttORS - PERMITTED. JAN 7 Mi ade c1QM7M01_f drawing no. SEE ELEV. " o. 18Y ^, I FOR SPACING L .--/ W1�-03 WOOD BUCK sheet fi of 9 t " "`ANCHORSFIN FRAME ILLU51TtAT1VE 6115.ONLY SFF ELEV.1.OR INT.FINISHES FDR SPACING EXT. NOT BY CGI Eli c 3 0 O� �d \ c3 p HOUSE WRAP TYPICAL ANCHORS: SEE ELEv.FOR SPACING NOT BY CGI as O ,#8 SMS (GRADE 2 CRS) f12 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURESEB ° h 1-1/2" MIN. PENETRATION INTO WOOD v n (01 CAULKING N2 Cf S5 8171 �� 0 I g N I Vl 1 • • SWEEP LOCK • ♦ 1 OPTIONAL TOC N • • ••• • EGRESS LOCK •• ••• AT SILL Ow • • • •••••• WOOD STRUCTURE 1 4 MA%. 13 1 •: ••• t ; • NOT BY CGI /GAP BUCK HEIGHT %GAS N • (!' 1/2-MIN. 1/2-MIN. to in •• ••• O ••• E4 ♦ 6 31-104 r *60009• • = o O M M •• :00 W 6000 •I i ZZLL umi 0 logo 30— • • f •j • O • • W • •• a• • •• •♦• • • • •�e • � BACtceeo � • :4 ••• • •• ••• • ° CAULIGN° to • • • *64 ••• ••0• � ♦ � ' Al — — • 6666 � — o�R ae � N E71 C2 2.1 � � 1 m2 1 HOUSE WRAP EB NOT BY CGI Ea Ell EXTERIOR o c g q d o D.L.OPG. C6 m 42 14 SACKSED CAULKING o E2 Engr.JAIIAD'AHMAD PRODUCT REVISEDCML b" � FIA. �70592 cP+Wt6 pith tha Florid. $ HOUSE WRAP 57ulldinG Code8 A—pta N. NOT BY CGI 1/2' g Ex Batton Dab:BY L 1 c3 �y—`. 2f1 o o \ g em Prods"Conira } dtrowi + TYPICAL ANCHORS \ JA 1g L` YY 1 0-03 SEE ELEV. FOR SPACING sheet ] of $ ITEM PART 8 QUANTrfY DESCRIMON MATERIAL MANP./SUPPLIER/REMARKS tl E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 _ 1 FRAME SILL 6083-Te - o E3 CGI-102 _ 2 FRAME JAMB 6063-T6 - Z E4 CGI-103 1 MEETING RAIL 6Q63-T6 - _ o E5 CGI-104 1 LOCK RAIL 6083-T6 - P E6 CGI-105 1 HANDLE RAIL 6063-T6 - p v E7 CGI-106 1 2 SASH RAE. 6063-T6 - d E8 CGI-107 AS READ. 5/16'GLAZING BEM 6063-75 - 0.r p ES CGI-108 AS READ. 0.700'GLAZING BEM 6063-TS - g g E10 CGI-108 AS REOD. FROM FLANGE ADAPTOR 6063-T8 - p E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-75 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 n O E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - i E14CCI-137 1 FLANGE FRAME SILL 6063-T6E17 CGI-605 OPTIONAL SCREEN FRAU 6063-T5 - I1 M1 CGI-382V AS REOD. OWING BULB VINYL(OUROMETER 75-811 SHORE A) PVC - 0 M2 CGI-Ill OPTIONAL SCREW COVER FVC PROTOTYPE OR EOUIV. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC M4 - 2/LITE SETING BLOCKS EPOM OUROMETER 80t5 SHORE A • •• — 1 • • • M9 SUPER BUST 2/WOW. SPBtAI.BALANCE - BSI OR EQUIV. f • ••• • • •• MIO - 2/WDW. BLOCK/TACIQ.E BALANCE - BSI OR EQUIV. 4T • •!: • ••• : M11 1123201140 AS READ. PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. 3 •••••• M12 001-129 1/WOW. EGRESS LOCX ALUM. SULLIVAN • • • • M73 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M ? N • •••••• MI4 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. v7 •r w•• •••• •• •• MIS CGI-133 4/VRIW. SASH GUIOE(SPIRAL BALANCE) NYLON M&M (null^$ • • • • M16 CGI-130 2/WOW. SASH TOP GUIOE(SPIRAL BALANCE) NYLON M&M o 30 M • ••• •••• •••••• M17 A30730401-32 1/WOW. CAM LOCK ZINC TRUTH OR EQLRV. = Q 3 • ••• •• • •••• MIB CGI-132 2/WOW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUIV. GJ Zc Z z sp- • • • • • MZD ca-12s 2/WDW. SASH CAM(a/r eauwcE) NYLON M&M o •• ••• • •• •••• M21 - 2/WOW. e/T BRIA14CE TAKE OU7 CLIP - BSI OR EQUN. V p 9 • • • ••••!• M22 146-6 2/%VOW. WEEP COVER NYLON AMESBURY OR EQUiV •• ••• • •• •••••• M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. • •• • •• • • • • S2 - 2 OR 3/CORNER ® 10 X 1 1/4'LG.PNL.PH.SMS. ST ST.ASSEMBLY SCREW -004••• ••0000 • • S4 - 4/WOW. B 8 X 1/2•PH.SMS.ST/ST 84MCE BRACKET SCREW •••• SS - 2/WDW. g 8 X 1'LG.FH.SMS. ST .SPIRAL B.ASSEMBLY - - S6 _ 2/LOCK 6 X 1/2-LG.FH.SNS 0 CGI-133 &CAM LOCK - - q o C� m m� O O<m C O o E r4r JAVAO J*WAD t ' CNS. PRODUCT REVISED FDA.PE/70592 ss coniplyitgttvilh the Florida CA.N.3536 Building uildAcc!�de f d 8 L iration Date Ij!- " BY �F' drowing no. Mi Da eProduet JA 015 ` 1110-03 sheet 8 of g a ir V�V 2.505 F2.505--y .065 S2 �Y o 1.745 8I1 1- I Z $ .B71 1.BSD .745 085 1.245.745 OBS i TMP irP. 0 98 7.015 1.O1S 1.385 IL O O L Et2 FLANGE FRAME HEAD of FLUSH FRAME HEAD E11 NAIL FIN ADAPTER r 0 ,583 ,.583 1.007 .745 I i � 30$a��o TYP.. yp 0� I IL 2 s �. � 2113 �ZtlZ 3.876 3.175 3.175 1.368 tA13 Q W £ VENT TOP CORNER 1.,29 o 1.429 _ g N 1.220 vl 1.000 ••U. a • • O o • • ••• • 0•5DO•a � Ea MEETING RAIL FRAME TOP CORNER •• ••• • • • 2505 • • 2501 • • p. p$ O •••••• 1.220 /jam 3 OW, g • LJ FLANGE FRAME SILL • • ® FLUSH FRAME SILL vi LL •i •• 1t1� •• • �1aot 1.043 3 NM S74-vy • • 1.788 • • •••• • sz � Up�"1a' • • oBs • ••• ••• p55 1• z 30�i • TYFV •••• 2.440 TYP 1.015 I O •• •� wr USE �!• 1.015 O LOCK RAIL •• •• y• • FRAME BOTTOM CORNER VENT BOTTOM CORNER f • • .745 • •• • .745 2.isS � •:41000 •20Z • • 2348 •••• o Eta FLANGE FRAME JAMB O FLUSH FRAME JAMB ' 1992 c .065 v .480 .120 � 1.043 TYp. m$ .705 .050 TMP. .705 .OSO TMP. L_ I °owe .864 984 EB HAND RAIL > S O 5/16" GLAZING BEAD O .700'GLAZING BEAD o 1.395 Engr.JAVAO AHM S _ PRODUCT 12EViSPA 1 \ CML m oomplyinR twdt tlro Florida .0501.395 •745 7.450 FLA.PE!70592 Bntlding Coda aa..�? s .780 .080 .293 .180 CAN.3538 IepliDn DatctA b 5 A65 1.025 O63 7 015 5� 050 Mlmt+ ProduU-ontrul' dravno 1.413 _� J wi o-03 OM3 FLUSH FRAME COVER R19 SCREW COVER e7 SASH RAIL Eto FLANGE ADAPTOR sheet g of 9 �� A ■■ ■NN NII .� 1 �tet . rim:�► Um ON N/IIMOFA1� N I ■ 4N■L'1■■N:• W � i_ ■ I N0ur1l■■N � ■iii ■N■r; ;�E:�._ � , , ROOM 0 on P WEEW . . . �ii� a��. a ail �■N,�n � uil pmm EirN■ �V, , ►�, �„ 1 111 W-I.R." 0 1 IN I m IN =moon ■ ivy. , , =�� ■ W-I ON wM ��■� ii„T !- - Il■■N■NN ■N■■N �1911Ll1 ��LO �R_ 1�5 NNB■ romm �■ P i 0 - 0 Goo 00 000 0 986 116• 6'6tn 516 Z OS !jj i'15• b Z'BE Z;8E' ,= 98E 9.8£ 116E 1'8f 9'6£ 916E 004 0'04 506 S'04 0'I6 0'14 4'14 4'(4 6'l4 6'l6 E14 EZ6 LZS• C46 9'ES• 8'46 635• I64 ZSS• 4'64 I95 1'94• 985 0140 OE '°?0'86.' °•`8'16• ,•li'6q- Z16• 8160• 11 618E LOS• 1'Eb• f=6'LE " 614E.. 4 flf 618E 866 8•fl( E C Y)S• 9'E4 CZS• 0'46 Z E6- Y44• 045 g py L'E4 L'fq 62 •aL'6E • •L 6S• Z 04 Z Ob CSb 4'66• 6'64 I'BS I'L4 bi�av n ^C'I L 80 8'16 S'84 61t• COi- lZ4+ I _ 406 L 06 ['I4 1't4 9'14 9'14 014 014 6'E4 4'E4 9LE 914E I'BE 116E S 9E S8t p • 0Z5 L E4 1'46 9'ES 946 4'45- 0'54 ZS5• 4'66 LLS- YLb Z'I6• Sit 9'I4 I'84 01h • B£• •/'6£ 416E 616E B'6E q'p4 q•06 8 696 BE CLC CLE 8'L£ 8'L£ •6 � L - •• • 9'IS- 4'E6 4Z5 8'E4 Z ES 8 E'14 CI6 4'16 4'16 I'E4 1'£6 l'L4 8'06 8144 Cf6 L 86 L'IBh• S'64t 114• 'COS- 914 I"IS• 0'E6 OZS 4'E4 8 ZS- 6 E6 9'£6• E36 ri 4'14 814 9 LZ 014E 014E YLE 514E 6LE d'L[ 486 48£ 8'8£ 88E CBE C6E L'8E L'BE I06 Z06 904 904 l' 1. 114 uw b 496 Y04• YL4 BOb £86 b'it 1160 814 6160 ZZ4 406- 416- Yt5- t'£4 EZS 6'E6• CES• B'Eb 6ES- 4100 bit L'S4O SZ L9E LN ZL£ Z'LE 9LE 9'Lt 118E 18£ Y8E 518E 016E 016E 416E 416E 616E 86E E06 C06 404 406 114 116 Z96 1140 9'04 B'Lb• 0'Ir 4'86 4116• Y64• 6'14• COS• £Z4• I'M- 414 6'16• 1'E4 L'Po YES• 0'46 BSS• ITO qZ 619E 69£ 818E 89£ CLE CLt L'LE L'LE rag rot 918E 98E 116E 116E Y69 S'g£ 004 0'06 4'04 4'04 L'I4 4'l6 6'56 816E L Z Ob YL6 L'Oh R I'T4• 1'66• YI4 8'64• 814 751E1tr 6115• 8 Zb 19E 119E S9E S'9E 014E 0'L( 414E 6'LE 8'46 814E E'8E eve L'B£ L'BE ZBE Z6E 916E 9'6£ 004 006 414 4'14 ZZS- Z Eb 0'ES• 916 6'56846 EZ SSC 4'8E• 6 816E 0'46• V9r 8'44 L'Ob 9101'14 66 Ytb Z OS 614 0'16• 4 Z4 4'16 8 L4 SZS Z E3 635• 436 ZZ 815E B'SE Z9E Z9E 99E 9'9[ CLE 1L£ YLE YLE CLE 6L£ 416E 4BE 8BE 8BE IF Z'BE 9.4 L'So 0'14 0'14 O'S4• i'6E 856 Y6E 996 8'8t 6144 04 CB4 4'06 886 I'T4- rot, Y14• SOS- 8114 Z16• 414• 0Z6• 614 0110 wit, 416E q'6£ 8'6£ 816E E9£ C9[ LVE L9£ I'LE T'L£ 914E 914E 018E Die 416E 418E 816E 6'8E EVE CBE 906 9'06 IT LBE C54• 116E 196 S'8t 896 8BE 9'44 COb• 4'84- 4'06- Z'84• i'[4• 684 YI4• LOS• 6'tb Y15• E14 9*0 IZ 115E 115E YSE YSE 816E 6'Sf £9E C9E 819E 819E IL£ Z'LE 914E TLE 0Bt 08E ;Be 615E 618E 618E Z04 Z06 136• Z9E 866 98E 9154 1'8t 496 YBE I'Lq- 68E 6'44 E06 9'Eb 0Z L'6E ZC CSE I'SE SSE S'Sf 615E 615E 419E 419E 8.9E 819E Z'LE rL£ 914E 9'LE 016E 0•BE S'8E S'BE L'BE L'6E 9'E4 8'LE• C46 Z8E 1156 981 8'56• OBE 9196• 6'BE CLb 8'gE• 9� LOb 48 114- Z06- 6114 6105• 6110 ZE6 1'E6 81 C6E C4£ L'4E L3E 115E 1'Si S'S£ S'SE FSE 815E 619E 419E 819E 819E ru Z'L£ 914E 914E 08E 08E C6E C8E 8*81 Zb4 rot9'06• 9'64 0'16• COS• 0'161 915• 914 SI CE6 414E fl'Eb 8149• 936 lif. C54• SBE- 096 6 flf B 96 C6E- S'Lb L'6E E 8b 1 0'86- Y04 WEE 6196 E'4E C4E LVE Cot 115E ISE S'SE Y6E 815E 6SE C9E E6V 484• 606- O'ZS• 114• L) YZ4 89E C£b CLE 0'06 L'Lf L'IK i'8E Y64 4189- Z96 8BE- 896 ZBE 9'44 9189' 4Bb• 004 184 404 CS 9'14 91 619E 4'£E 8'E£ 819E C4E C4f L3E L'4E I'SE I'SE YSE VSE 615E 616E EVE E9E 4'9E L'9E CLE 114E E'8E CBE 014• 419E 414 89E 4'£Y Z'Lt• I'6p YLE- 836• 814E 9'66• CBE E'96 0'EE 019E 419E 419E 8'E£ 8'£f rot rot 93E 9'6£ OSE OSE 615E 415E B S£ B L'L6 SBE 4 eb 816E 9'06- 0'16 St 9 e0 e 9 4 EVE EVE 99E 99E 814E 8LE tl 1atl tl'S Jq 9 9 9e 4 a o'oa Ja Ja,•y a 0 u 2d e'I mqWild fJ / —BoP(Ft•I MIT eae MbPO'bi LIM JmJotlgd 'lo of ooW enol wimp co Jo eery L sate �{ O' 6Sb 8T'0• Bib FbD 9ouoYW unfit I'naae to a0 wroz eyol 1041 ma ul'i-B'9tumum I tax J• m o e da Md Px .098ugg18881 J• W e L'OZuopeag BJ MOPE y tleBW 4 oi•S9E'8Wm Za�m�gY'IolgnJ. IT •Oaft1 o le1B • .09 Wu puy uo g ""Hmamm, OLI 0*)A aou 981 'dOD-(bD).q b d I ° ON >pP 99f I: If eo� ®r, �; u Florida Building Code Online Page 1 of 3 f H0ric�Depaarneiitd BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications' FBC Staff SCIS Site Map Links Search Busines ' Pr%SS1�l �€ Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL10537-RS Application Type Revision Code Version 2010 Application Status Approved •••• Comments • • • • 0000 0000•• Archived i....I • • • • 09 • 0000 + 090.0• •• • 0000•0 Product Manufacturer Therma-Tru Corporation ••• •• • • • Address/Phone/Email 118 Industrial Drive •• ••• 000* Edgerton,01-143517 • H • •• • . :0906:• (419)298-1740 •900 •• •• 9.9•• rickw@rwbidgconsultants.com • 9 0000•• ••9• •9.9• 96606* •9.9•• 999••• Authorized Signature Rick Wright •••0.0 • •0 rickw@rwbidgconsultants.com • • • • • • • • 0000•• •999.9 Technical Representative + • • •••••• Address/Phone/Email •• • •• 0•• • • Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL10537 R1 COI Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 R1 Eauiv of STANDARDS.Ddf Sections from the Code https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQw... 8/10/2014 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Date Approved 04/03/2012 5L# o r Us Model,Number or Name Description a."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door-(X)Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration •••• Rustic" • • •••• •••••• Limits of Use Installation Instructions •• • •••• • Approved for use In HVHZ:Yes FL10537 RI II Inst 10537.1.odf •••• •••• • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,111E0 1349 Impact Resistant:Yes / Created by Independent Third PiriWW*sb • • • Design Pressure:N/A Evaluation Reports •••••• •• Other:See INST 10537.1 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.1.0 • •• • i • • specific Model and for any other additional use limitations Created by Independent Third Party.Wes •• •• ••;••• and Installation Instructions. ••.••. •••• ••••• •••••• 10537.2 b."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass?1ngle Door with Si;Wt - •• "ClassicCraft"or"ClassicCraft (OX or XO)Inswing or Outswing;drfi%&Ition • Rustic" • • • • •••••• Limits of Use Installation Instructions • • • • • Approved for use in HVHZ:Yes FL10537 R1 II Inst 10537.2xcf••• • 000 • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 • • • Impact Resistant:Yes Created by Independent Third Party:Yes •• • Design Pressure:N/A Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.2.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions.(Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10537.3 c."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FU0537 R1 II Inst 10537.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.3 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.3.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and Installation instructions.(Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10537.4 d."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door-(XX)Inswing "ClassicCraft"or"ClassicCraft or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 RI II Inst 10537.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.4 for Design Pressure Ratings by FL10537 Rl AE EVAL 10537.4.adf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and Installation Instructions. 10537.5 e."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites "ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 RI 11 Inst 10537.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.5 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.5.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and Installation Instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQw... 8/10/2014 Florida Building Code Online Page 3 of 3 Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::privacy Statement N Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click her_. Product Approval Accepts: IMMERM securit Kr:ralrs A 000 • • •••• •••••• •••••• •• • •••••• • •••• •• •• ••••• •••••• •••• ••••• • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw... 8/10/2014 PiERMANTRU THERMA TRU DOORS ^ � n 1 1 8 INDUSTRIAL DR., EDOERTON, OH 43517 37.75'MAX OVERALL SMOOTH STAR, FIBER CLASSIC FRAW&WM m CLASSIC CRAFT& CLASSIC CRAFT RUSTIC �PMa - -� °d FIBERGLASS DOOR o INSWING J OUTSWING "IMPACT` c NOTES i. This product has been evaluated and is in compliance with the 2010 Ronda Building Code(FBC)structural requirements including the Ugh Velocity Hurricane Zone"(HVH4. 2. Product anchors shall be as listed and spaced as shown on detalh.Anchor embedment to lase material shall be beyond wag dressing or stucco. I i } 3. When used in the WHZ"this product complies with section 1626 of the Rotda&Wft Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requf ft wind home debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does rat require an impact resistant cove ft This product mets ( a missle level V and includes Wind Zone 4 as defend in ASTM El"6 and Section 1609.1.24 of the FBC. .r 5. For 2x stud framing construction,anchoring of these units shag be the some as that shown for 2x buck masonry construction. ~ 6. Site conditions that deviate from the detalls of this drawing require ftaftmr enghreeting analysis by a licensed g engineer or registered architectWE r 7. OutWi g configurations wing threshold item#4 met waw tnfgirotion requirements for'HVHP. - o 8. truwirtg configurations and oulswing conftgurntlons using threshold item#5 do not meet the water fnftffration SMOOTH InswiNG 37.75"x 82.25" +75.0 -75.0 requirements for the"WW"and shall be installed only in non iobltable arm or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to SM 8 STAR OUTSMNG 37.75"x 80.75" +80.0 -80.0 ` less than 45 degrees. oz 4 MWOFCaxrIsrs CLASSIC 114SWING 37.75-x82.25~ +100.0 -100.0 a � sit�T� t1EXXIONON 1 Typical elevallons.design presaa�s&genercd notes OU%V • 3775�t 8 .75 +100.0 -100.0 N a 2 Door p deta7s th Stor) aDoor psmei detals(Door poral detaUs P c SLcdjt Matt Rustic CRAB• • •• 7� 81 +90.0 -90.0 W a 24 t19 5 Door F details ) RUSTIC OUTS 37.76"x80.75' +90.0 -90.0 •. N. m 6 Horizontal cross soc6ons Imm AL je 7 Yett ri exons SeCitpe>s • •• • • cxrc or.. iFS 3 8 &uk and frame anchorin -2X bwk masonry con*uction 8ER • t 41G• •37.75 it 88.2 0 0+75.0 -75.0 No.: 9 From -1Xluckmasomyconstruction CI�.4$4C i • • •• • F!-10537.1 0 !0 Big ofmoteriols&components • • 8UTIWP�tG• 37.75"8a.7•� •+$O,Q -80.0 t — — • • • • • • • • • • ••• • • • ••• • • 44 47 41 EXTERIOR 47 41 43 $ e 46 n Hgig u >n s �$ o 2 INTERIOR 46 42 s ,; 2 �d€$ O ? HOMONTAL CROSS SEC710N $ 47 $€ 0 41 s 1 0 _ 16.L.( C5 C � K EXTERIOR INTERIOR of DETAIL A-A \J P 9. En � Smooth stor 41 U 00000000 ZO 0000000 - O US 00000000 i.is" 47 N 0000000 00000000 �J 0000000 I+1.5T 00000000 1 0000000 00000000 t� j a 0000000 �r� p A N F 00000000 �'O fd ILC.CLJ eI W 0000000 /./ aN~ j 00000000 • ••• • • • • • •• 0000000 28.86%OPEN AREAA . (01lbM • 0000000000 O ••• • • i i •• 0000 O • • • N�Z oi 0000000 •• •+• •• • • 1 RT1CA1 CROSS SECTION umE 2/24/ 9 00000000 0000000 2 N.T.S. 5 00000000 on er AL m • ••• • • • • CML•n LFS DEUIL A-A • • • • • • • • • • • DPAWMa Parte reinforcement • • • • • • • • • •• • • • • • • •• • • FL—t 0537.1 0 • ••• •• • SHM 2 oF10 z • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 54 57 51 EXTERIOR 57 51 53 g=am i IS �d la INTERIOR 56 € c S 4. 352d€ 3 HOPONTAL CROSS SECTION , c 51 9 4W 55 � TYP.4 13 CORNERS OF PANEL Td T EXTERIOR INTERIOR of a1-1 4 TOPRAt1 LOCKSIHE � DETAIL A A J gassic aoft 57 V) 00000000 o 0000000 �i4,r o — 00000000 0000000 51 N 00000000 0 00 000 1.4r 56 0000000 O 0.34' v 00000000 0000000 00000000 �^ N 0000000 00000000 7 � •• ••• • • • • • •• h 0000000 28.86%OPEN • • • • • • • • • No 00000 • • •• • • N z AREA MAX0000 0 . �/yl��.�._�_SME • •• • • • • RAR 00000 O `/ • • • • • • • • �Z U ft 10000000 •• ••• •• • • • •• 2 VERTICAL CROSS SECTION We 2/24/09 z 00000000 3 scams N.T.S. ° 0000000 ' 00000000 ey AL m' • ••• • • • • MOL W. LFS 3 QEWL A-A • • • • • • • • • • • a • • • • • • • • • t> too.: Portal reinforcement •• • • • • • • •• • • • •• • • • • • • a-10537.1 °o ••• • • ••• •• • Swfr 3 °r f0 ro z ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 31 35 36 EXTERIOR 36 31 ~ m 4 INTERIOR 32 € 4 4an HO MONTAL CROSS SECTION � 31 $ 35 e I A � N7 U 4 TYP.4 13 CORNERS EXTERIOR INFERIOR s OF PANEL o D T ;f4 a DETAIL A A to "e R PANa c' 31 gasdc gaff nstic 36 U 10-.6.0.0 0 - 0000000 000000 N 0000000 �4n� Q 000000 0000000 000000 r� 000000034 j Z 000000 Q ,p N 0000000 0000000000000 • • • •• PRA1i NQ 000000 �� • • • • • • • • • � 0000000 • • •• • • • • • r21 VERi►CAL CROSS SECTION z 000000 28.86%OPEN • •• • • • • ••• • 0000 • • • • • • • • • 4 "z n 00000 AREA MAX. �QCNr�HINt�E�BlE •• • • • •• oruE 2/24/09 i o00o s N.T.S. ° 000000 0000000 m W. "i m • ••• • • • • cm M, LFS • • • • • • s • • • • DETAIL A-A mmwm ND- Panel reinforcement •• • • • • • • •• • • • •• • • • • • • FL-10537.1 0 ••• • • ••• •• • StW 4 OF • z ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 64 b7 61 EXTERIOR 66 A 117 rMl 17 lin a Qg4555 e INTERIOR 66 6? Z s S b6 9n��5 LL NORrzoNraL CROSS sECT10N 8 { a o M IMP UPI g ig EXTERIOR INTERIORI c $ � tiaP RAi � LOCR DETAIL A-A � DOOR P En FBser dtadc 61 00000000 z 0000000 o 00000aoo 0000000 t.t8" 67 N 00000000 >? te 0000000 00000000 0000000 00 � c 00000000 i 0000000 �1j% 00000000• ?� 65 0000000 •• ••• • • • • • •• � 00000000 ' NQ z 0000000 ;' 28.86%OPEN • • • • • • • • • c 00000 0 o AREA MAX. HINGE •• •i ••i i • t1• RAR ^o n 00000 0 • • • • • • • • 0000000 •s ••• •• • • • •• (2�VEEIMCAL CROSS SECTION rwe 2 24 O9 i 00000000 0000000 5 sca>:: N.T.S. 00000000 3 am BY. AL m • • • • • • • • • • • arc.BY.. LFA Panel reinforcement •• • • • • • • •• • • Dwww NO- • •• • • • • • • FL-10537.1 0 ••• • • ••• •• • •EET 5 OF_M 10H a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 4A_7 9 B 19 INTERIOR 10 6 6 18 EXTERIOR 40 30 14 G ° 60 50 A E ' t P4SEMB.PP.)r3-"\HORIZONTAL CROSSSECHON DIg 3 $ shnwnw/txaibbuck g a 7 7 7 7 ° a L 0.15* O.1ST" L 14 rc m CSINK CSINK—+ ° ° e . z ° H ° 10 INTERIOR INTERIOR 10 2 ° •• ••• • • • • • •• NQ F 12 12 30 40 EXTERIOR •• 0.: •• • • • •• EXTERIOR 40 30 14 maE 2124109 Z t-t/4'AgIN. L C 11 50 60 60 50 C 16 N.T.S. EMB.(iYP.) E wmc.W. AL m' a ••• •i• ••• ••• ••• ••• t-1/4°WN. OKft LFS 3 HORIZONiA!CROSS SECTION • • • • • • • • • t��HORIZONTAL CROSS SECTION �.PP.) ,� $ Outswing shown-inswing •• • • • • • • •• • • 6 Shawn i�w1n9 ado ap�oved • •• • • • • • • also approved FL-10537.1 0 *00 • • 000 •• • SHEET 6 CF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •U • • • •• •• ••• • • • ••• • • E ° • pgpg D n. . . E 4< a INTERIOR EXTERIOR J ° [[[hhh a B a E L � ZZs A C zea 30 40 � € a 4 C 5 10 30 60 9a€o 40 30 �_ 40 30 60 50 10 !0 z8 0 60 50 10 � 4 � EXTERIOR INTERIOR EXTERIOR INTERIOR N C11yERACAL CROSS SECitON 2 vERncAL CROSS SECTION 3 vERnCAL CROSS SECTION 7 alto appro ead nd - -Mg7 Shawn w!1 X sub�dc 7 g of notes, t 1 �m U for"HM"Water kdatration requkernents of 0 a a EXTERIOR INTERIOR EXTERIOR INTERIOR sn m 30 40 30 40 INTERIOR EXTERIOR o rn 6 50 60 50 60 o N 4 30 40 R 2 7 3 7 10 50 60 Z 3 e ° ° • •• • •- • • •••°- • - o V o —Ocm 0 ju •• ••• •�. • re•°•� ° e°° ° e ° e ° OAIE ? 2 24 09 N.T.S. ° 4 VERTICAL CROSS SECTION • ••• • 5 VERT! L MSS SECTION 6 VERTICAL CROSS SECTION vft of. AL m 7 Inswing contfguralion • • • • • s� Inswingco•figraii•n 7 Oufswvr9 conf�urof�on aur.81'° LFS see generd notes,sheet 1 • • • • see nates,sheet i see general rwies,street I aw�wurc MD- for'H Wwatertnfitratlon •• • • • • • *afainwation for'HVHrwater irltiltroti0rl reQLfa—ts • •• • • • requfremeAfs • • requaements FL-10537.1 0 ••• • • ••• •• • sir 7 O 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � e M 11.as"MAX _ ON CENTERlea W TYP. D TYP. D e 8 b: TYP.HEAD& MASONRY MASONRY MASONRY JAMBS o OPENING OPENING OPENING I c n FRAME-/ j1 z ?X BUCK-,,,,, 2X BUCKo z 2X BUCK e^°z z O F4 c O ugo N O } 0: BUCK ANCHORING BUCKANCHORING HINGE JAMB FRAME ANCHORM SYM JAMB DP<=80 psf 80<DP F 100 psf Masonry 2X buck oorWruction rnz 0 0 C11 AL CONCRETE ANCHOR NOTES: 11 1,Substitution of equal concrete screws from a different supplier may have different edge distance and center distance L requirements. may adjusted mdntain the minimum edge distance to mortar joints if 12 12 2.Concrete screw locations at the comers to16 15 concrete screw locations noted as"MAX.ON CENTER"must be adjusted to rnaintain the minimum edge distance to mortar a i joints,additional concrete screws may be required to ensure the ma**urt?&VeSts nt nit el(Mded. N o¢ 3.Concrete anchor table • • •• • • • • • a Ad CHOR ,41FtCklOit; i1TfFftl�AlfJtd. 1u1tf G...... i4i7iIF2d� t. lViAd J6F ARAt�CEYO 12 ...:.. . ......fAA$EIIIYt ....� ...XT £...... . : tk CEAf!'/�1'CHOR.. :; oxre 212o 09 z scAm N.T.S. 9 ...` ...........:::. 1/4" 1-1/4' 2.1/2" 3" HINGE DETAIL LATCH&OEADRWiWAtL am er: AL m E1t.:;_....;:;' • • T. • • • • • • T/4" 1-1/4' • cm BY.. CFS • • • • • • • oruwc+c NO-. • • •• • • • • • • FL-10537.1 °c ••• • • ••• •• • 9imr j o 10- 0 0 • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n o a ►' � a - � TYP.HEAD &JAMBS m 8 a ZpOKLL MASONRY �3 5559 n o � OPENING G 15 FRAME 0 17 14 x 1X BUCK LATCH&DEADBOLTDEUUI °D ZUZ � Q2 C 0 a a a' MNGEJAMB FRAME ANCHOM MG STW JAMA Masonry 1X buck coruhuction 0 0 N CONCRETE ANCHOR NOTES: H 1.Substitution of equal concrete screws from a different supplier may have different edge distance and center distance L c req 2 ooncreete nscrew locations at the comers may be adjusted to maintain the miNmum edge distance to mortar joints.If 12 `" 12 C4 i concrete screw locations noted as MAX.ON CENTER"must be adjusted to maintain the minimum edge d6tance to molar •' z joints,additional concrete screws may be required to ensure the nfMun►dr;ce�lton�r>�t elde�ded. H �^a a 3.Concrete anchor table: • • •i • • • • • N IlAtCl1QR .4NCft�DIY N1tNTAf1fM' A�ttcliMliAlk tC • t�►iw• lftiM1111.1►CJJ�lRAtiCE 7O:; 12 t1 .::.... .;` stzE... sMtt�nl ............... ..._'t std Cs's'tt Y rr,afuCr D� � 2 a4 os Z HtNGEDETAn sme N.T.S. 9 .:::1 .....::::.:.:...:: 1/4" 1-1/4" 2•t/2" 3" oac er AL m ELG#3 4 1/4° 1-1/4° to,; • i 1" i i i • LF5 rc • •• • • • • • • FL—T0537.1 0 ••• • • ••• •• • %W-�L of 10 ro oG • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG 2 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - g B 2X BUCK SG 2 0.55 WOOD 31 DOOR SKIN 0.095'THK CC RUSTIC =6,000 PSI MIN. FIBERGLASS C MAX.1/4"SHIM SPACE - 32 TOP RAR CLASSIC CRAFT RUSTS WOOD R D 1/4"X 23/4'E.CO OR ITW CONCRETE SCREW STEEL 33 LOCK&HINGE STILE CLASSIC CRAFT RUSTIC WOOD/LVL N E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC COMP. 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023 THK CLASSIC CRAFT RUSTIC STEEL e G 3116"X 3-1/4"ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H I/4"X 3-1/4"ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS m `° J I/4"X 3-3/4"ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065'THK SMOOTH STAR FY=6,000 PSI MIN. FIBERGLASS L #10 X 2-1/2'PFH WOOD SCREW STEEL 42 TOP RAR SMOOTH STAR COMP. �f g° 1 INSWING ADJUSTABLE THRESHOLD LS300AJ) ALUM./WOOD 43 LOCK STILE SMOOTH STAR) WOOD/LVL g e § 2 INSWING THRESHOLD(IS300HP5) ALUM/COMP. 44 HINGE STILE SMOOTH STAR) WOOD 8 3 INSWING SEF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023 THK. SMOOTH STAR STEEL 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANE.DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095'THK.(CLASSIC C Fy=6,000 PSI MIN. FIBERGLASS 8 JAMB PIN SG>=0.55 WOOD 52 TOP RAIL(CLASSIC C COMP. 9 JAMB(OAK)SG>=0.55 WOOD 53 LOCK STILE CLASSIC CRAq WOOD/LVLz 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC C WOOD/LVL mR 11 HINGE STEEL 55 BOTTOM RAIL CLASSIC C COMP. Pi 12 #10 X 3/4"PFH SCREW STEEL 56 PANE.REINFORCEMENT 0.023'THK. CLASSIC C STEEL Rai at 13 #9 X 3 PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE GI 14 LATCH STRIKE PLATE STEEL 60 RBER CLASSIC DOOR-SEE DOOR PANE.DETAIL SHEET FOR DETAILS ' 0 15 SECURITY STRIKE PLATE STEEL 61 DOOR SIN 0.065 THK FIBER CLASSIC)Fy=6,000 PSI MIN. FIBERGLASS a I6 #8 X 2-1/2"PRi SCREW STEEL 62 TOP RAIL RBER CLASSIC COMP. 17 #8 X 3/4"PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC WOOD/LVL 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC) WOOD 19 KWIKSET DEADBOLT-SIGNATURE SERIES 480 STEEL 65 BOTTOM RAR(RBER CLASSIC) COMP. 66 1 PANEL REINFORCEMENT 0.023 THK. ABER CLASSIC STEEL 577 L)— 58S 67 FOAM CORE POLYURETHANE LL 4.S7 — .......... S7a � k' - �• x �� ad S Tlf ID wwlngo�crjwableZ IHRfSHOID T % t ? t•. r a;; z •• 00* • • • • • •• 3 THR Kow 4 THRESHOLD N o • • �•�,,• • • • • • Outwhv wood N m 575' • a ••• i i •i 4.W maE 2/24/09 i �. : N.T.S. ° 4 :S i.-t 1y r. '. s'�x • • psro.eY: AL m • • • • • • • • • • • � tnac.er: LFS 3 iHRESIfOID • • • • • • • N E °RAWM NO- S Owming Standard • 6 • i i 9 8 Jamb D--10537.1 o ••s • ' Q •• • sffcr f0 OF f0 `� Miami Shores Village j_pc EIVED Building Department JUN 1015 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 20 11 BUILDING Permit No. W G `5 —16 29 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: � b e1rand concourz City: Miami Shores �A f„ County: Miami Dade Zip: 3313 6 Folio/Parcel#: -,aJzo�-V I q� W Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):Rey oo _ l q/ Wu Nso n Phone#: sq5p) z ' Address:W5 Civandl._on(Q City: ffin %ores State: Zip: TenantUssee Name: Phone#: Email: uso Jn CONTRACTOR:Company Name: Ilay kir Phone#: Address: I L p- City: State: Zip: S pp6Qualifier Name: D 2 State Certification or Registration#: ' D2- Certi cate of Competen y#: Contact Phonek Email Address: r DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 13119 . 00 Square/Linear Footage of Work: Type of Work: ❑Addition L]Alteration ❑New ❑ epair/pRe�plac ❑Demolition D ription of Work: W C1t�rS Color thru tile: ��xx�xxx��xx�x��x�uxxxxxx�xu�xxx�x��uFees�xx��x��x��xx��x�xxxx�xx�xx�xxx��x Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. `WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature�L l �11� let�u v� Signature J d U✓XleV((/lam/ /W f•Ll P 0 Owner or Agent Contractor The forego'ng instrumentr�w—as acknowledged before me this The foregoing instrument was acknowledgejd�befor me this ZE day of=� ,20 LJ,by , "v day of ,20�,�by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. TAR UB IC: NOTARY PUBLIC• Sign: Sign: Print: Print: Of VAN My i Wes: v�aLu My Commission Expires: +._ t7 +_ M COMMISSION FF 109817 MY C EXPIRES:May 12 2018 - EXPIRES:May 12,2018 Bonded Th u Nota P.ibli Bonded Thia Natary P 1blic Underwriters _ ry c�ndenwaers $sgsata�k�krkakak��F+�kak�k�kaksiaek=kak�kda�kak8sskaksR�kak�krk�k �k�k �k `�k r{a�kHd�k�ktkak�IaskskHi:la�a8agarR:is�kds�k=krIs�kek��k8a�hrkskBsKa>FSjk�krksIs�k�#�k�k�kHt�kH�+k�k�FHa�k�ak=k�k I APPROVED BY 7/� 1) Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Florida Solar&Air, Inc. �►�� F LL 0 yR IIID A O 11@SgMtramarPltwtti�ee eman FL 87r-Sibfi220 6 f IGI1,-':WC 7i..::; Job Number.o .cactatst75 hyhy1N 50�randatr.COrr1 fC13404514&Cfi618f lltaf7 Name. J1'G!�. � RhoveRwu- -7'd 67..5'2-1ntir Omaplle Autdresei 3.. 044P clay, f �/G?✓J✓l sr: 4 zip: Thlac.0 rnet.tamaderand.•srteredIntothis_LZdayot..,�t�20gbyandbetwaen.Florida SolerA W..rim.atFfoirida orporation, ("Contractor°or"FSA' ,end owners)ramal above of t realdspce-locOW at tlw address hated aipve )... :. _ a . ntractor pgraes to perform the work described below e -�. Co .. . ODntrsel(ddiafi-g elevbwedkmh AlKo 1) Remove ext�ng units to be replaced(NOTE:Removed Heraare elyto badm%aged.) Paheae �lnsid ad .2) Prepare:openings•asnecasseryto receive replacement unite em9� hdporsthshpg fetdeRH(fed:;; ,: 18gld Hinge and Left Fi(ryge:On�a'nTit�-Frarpdi: 3) YV/AID�yY r'.OCWSVfnyl'Insulated dSlrnontla)eiq onVnyllnsuObther.' tmaorathemoreanti EearistdentiRed 4T100 O ETI O PGT Alumbwm Insulated I7 TM O ETI O POT Aluminum Non-insulated 7k., Zpinpr •• A) DOORS:Install QTM E3 ETI OPGT AIundnumInsulated OTM OETI'O•PGTAluffftmNdn-insuletd^(]Other Impact:06 Non-Impact:( )Cote:White: Tan: Brame. Grey: MIR Finish:_ Grids Doug Nunn Mala Hum L_Jka Casamen Pichaa Window..,✓ Q t :.. QtY___ ` ,Stan'rrlerd.... VAY— Custom FA AF FA AF FA AF �'_��y Slitting Glass Door Single French Doors' Double Frerldi Duni ' Gbomstrfc' AA AF FA RAAF AAF FAA RH( ) LH( ) R11 ) LH( ) 4ty Qty. •Qtr/ City_ QlY_.. Qty. Qty— :Q1y_ aria: / �� -• � a,j/ INITIAL HERE--► Warrenty: Manufacbaees Werrarid sent upon agniplatton. "5) Word NOT"tb be replaced: INITIAL HERE--►' 8)..tf pppncabfe.remWn9.y.i shuttar panels,andlor security bare. INRIAL 7) Special Instructions: r.Gd7.�CgrJ. rGji. V .. 8). Cleanup)ab debris and provide necesearypermits and Insurance: 9).If app*bie,in ifie event that Contractor is unable for whatever reason obtain proper permits prforto aommeneament , of any work,Contractor shall refund any previous payment and fids bum ai:I'm shall be eutoRetr�Ay Carl�Iled: , (No fihfeh Work other than normal installation is to be done unless noted below.) Aiid3tionel UUorki� . Schedule:,Contractor shall commerce the work within dagte atter exerutlon of the Contract(the'Commencement DaW)and. : :.shall'erideavor to complete.all Work hereunder vAttin days after the Commencement Date. The TOTAL PRICE far all Labor and.Matedsts Is $3f/Q .00 cobw Pdre Down Payment $ q0a)� .00 Sales TWO°A)' $ -, Balance Payable $7Z 19 ' .00 T.W O t d.price Customer undamtands,flnal payment due upon completion.Inspection cqofillirated after final psymard Is paid. INITIAL HERB--►- Coi"clorwl0 p*vIde to Owirer a Flnel Waiver and Releese Lien and Cbnihactdes Final Affidavit to Owrrer,iubstentlally abider - to the foss In chapter 713:Floitde Statues(2005). GYrde one:(YES w fV0)Owneruelects to epoty lorflnanckrg oidia abohm balance payable.ffyes le olyded,sea Snancing agreement and rotated documant MtsoellartabUs-rThls conbeCt contains the entire contract of the parties, it may not be changed orally blit only'by a signed'chwv'e order or other wd ten amandment. The wetvar by erw party of a breach of arty provision of this contract gall nut operate or be construed-as a walver of any subsequent breach by any party. IN WITNESS WHEREOF,the Parties hereto have wa cuted this contract,under seal,as of the day and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day Aker tha.date of this• transao on. Seethe atteeh ed unitive of cancellation form fat an arolenaton of this right er. ConsDtor:FSA ay: �.�z�o /�lvlle�• mWaTT call?//X —I— EH -Owners Association Name: Phona#: YE $.( Suilding'Nams: From:Nataly Pena Fax:(877)310-0310 To:+13057568972 Fax: +13057568972 Page 2 of 2 07/07/2015 12:56 PM �►°° CERTIFICATE OF LIABILITY INSURANCE fl Q;,;5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 endorseme S. PRODUCER COM ACT BILL MICKEY Alliance Insurance Agency,Inc. PHONE (305)444-8000- AIC,N 2950 SW 27th Ave Suite 100 L Coconut Grove,FL 33133 USTPRO CER Phone (305)444-8000 Fax (305)444-8020 INSUREM AFFORDING COVERAGE NAIL p INSURED INSURER A: GRANADA INSURANCE Florida Solar&Air,Inc, INSURER 13: VICTORIA SELECT INSURANCE 11912 Mirimar Parkway INSURER C! Miramar,FL 33025 INSURER D: FLORIDA-ROOFING CERTIFICATE INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. ILT ADOL TYPE OF INSURANCE INSR POLICY NUMBER M D 0 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY P ISES Eaoccu $ 100,000 ❑ ❑ CLAIMS-MADE W] OCCUR 0185FL00024656-3 MED EXP(Any one person) $ 5,000 A ❑ Y Y 06/15/2015 06/15/2016 PERSONAL&ADV INJURY $ 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GEWL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 © POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ❑ ANY AUTO BODILY INJURY(Per pereork) $ 100,000 F1 ALLowNEDAuros 8806399 00 B D SCHEDULED AUTOS Y 12/31/2014 12/31/2015 BODILY INJURY(Per acddeno $ 300,0 PROPERTY DAMAGE HIRED AUTOS (per accident) $ 50,000 0 NON-OWNEDAUTOS Comprehensive:$5150 $ Collision:$500 $ 13,000 ❑ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ EXCESS UAB ❑ CLAIMS-MADE AGGREGATE $ ❑ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC LIM1f OTH AND EMPLOYERS'LIABILITY Y I ANY PROPRIErOR/PART'NER/EXECUTIVE E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A (Mandatary in NH) If E.L.DISEASE-EAEMPLOYE $ yyea describe under DESGrRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I $ Fl- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schaduls,It more space Is required) AC,ELECTRICAL SERVICES,WINDOW INSTALLATION AND GLAZING. LICENSE NO.SCC131151052(GLASS&GLAZING) LICENSE NO.EC13004514(ELECTRICL) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTAINE Mlaml Shores Village,FL 33138 p ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 26(2009109)OF The ACORD-name and logo are registered marks of ACORD A CERTIFICATE OF LIABILITY INSURANCE DATDI 077/17/1171 201155 ,THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 CONTACT NAME: Automatic Data Processing Insurance Agency,Inc. AIC No Ext): AIC No): 1 Adp Boulevard ADDRIESS: Roseland,NJ 07068 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: AmTrust Insurance Company of Kansas,Inc. 15954 INSURED INSURER B: FLORIDA SOLAR AND AIR,INC INSURER C: 11956 MIRAMAR PKWY Miramar,FL 33025 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 367353 REVISION NUMBER: 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 TYPE OF INSURANCEADDLISUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE El OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY F PRO ❑ LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULEDAUTO AUTOS BODILY INJURY(Per accident) $ HIRED SAUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY IS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED? Y NIA N TWC3476416 04/23/2015 04/23/2016 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached K more space Is required) License#SCC131151052 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.e.2nd Ave Miami,FL 33130 AUTHORIZED REPRESENTATIVE A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD