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WS-19-122Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: {! S-01-19-122 Permit Type: 611114111101dt#Itws/Shutters Parlassiftra€ on: Window/Door Replacement Issue te:01/1-T/2019 1 Expiration: 07/16/2019 Parcel Number 466 NE 102ND ST, Miami Shores, FL 33138 1132060170560 Contacts RAM PROPERTY SOLUTIONS Owner HURRICANE WINDOW AND SCREEN Contractor 6538 collins AVE AL-JAMAL MOHAMMAD Business: 3057253555 8515 129 TER, MIAMI, FL 33156 Business: 3052358110 Description: REPLACE 17 WINDOWS AND 2 DOORS Valuation: $ 22,400.00 Inspection Requests: .. -049 Total Sq Feet: 0.00 —=j � - Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $4.35 DCA Fee $2.90 Education Surcharge $4.60 Scanning Fee $12.00 Technology Fee $7.25 Windows/Shutters Fee $240.00 Total: $334.90 Payments Date Paid Amt Paid Total Fees $334.90 Check # 43127 01/17/2019 $334.90 Amount Due: $0.00 Building Department Copy 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: rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul nstruction d oning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date January 17, 2019 Page 2 of 2 Miami Shores Village Buildin Department ✓q�y1f�v F g p ry 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20L'1� BUILDING Master Permit No.LQJ tol " 1 ?.(/ rBI IT APPLICATION Sub Permit No. ING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: X6 � IV CF / d -� S Miami CONTRACTOR Miami Dade DRAWINGS Folio/Parcel#: N\ -�' 2�oo % ( I O 5 (a O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder),KaM Pt's c#' Tq S /V Ptad Phone#:3a5 4 a $'1 N-51T Address: fa Oo) I i (I M\f-Y— A L4 43 City: _ it 1 State: FF k Zip: �� r Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:0%%j ` V \w \Q�— W,A IkW S t-y Phone#:'1,3 Address: S� S ) S— N77 *V. City: A 1 0.LN- ' State: Zip: �� S Qualifier Name:K-A- v I oNMq I Phone#Z4 °) V '.) Q tS State Certification or Registration #: X \\'A (At. Certificate of Competency #: 1 S Q -C� 'C4 �Q 3 ('d d DESIGNER: Architect/Engineer: M Lrk ��'1-[U�� Phone#: 3r6 - s-?-�- qq'q Address: /c) 310 d d c„1 11 u4 City: 4 'O'" , � State: Zip: Value of Work for this Permit: ©n Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: RA=C10. C e f A \„/ "A &yiS Specify color of color thru tile: Submittal Fee $ <t)--- Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $_ DBPR $ Repair/Replace ❑ Demolition 4at'�Cs CO/CC $ Notary $ Double Fee $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ - l � r Bonding Company's Name (if applicable) 1 `� ^! h Bonding Company's Address City State 1 �^Zip Mortgage Lender's Name (if applicable) / At Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. n SignatureSignatur Af OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoingl4strument was acknowledged before me this day of V 20 J by day of Q n 20 A % , by s�l—T who is personally known to wh is p rsonally known to me or who has produced as me or who has produced/O �t �� as identification and who did take an oath. NOTARY PUBLIC: �� 1 / MAHEFI SHAGRA 1State trrfd" Y otar Public Sign:lelion M_ ©G 264505 Print: b®f 99 2 22 Seal: APPROVED BY identification and who did take an oath. NOTARY PUBLIC: Sign: Print Seal: tote of Florida -Notary r� .z o m as on # GG 254505 Solon Expires o em ar 22 1�7\ Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 9/10/2018 Detail by Entity Name Detail by Entity Name Foreign Limited Liability Company RAM PROPERTY SOLUTIONS, LLC Filing Information Document Number M16000008346 FEI/EIN Number 81-1037173 Date Filed 10/17/2016 State NV Status ACTIVE Principal Address 6538 COLLINS AVE. #360 MIAMI BEACH, FL 33141 Mailing Address 6538 COLLINS AVE. #360 MIAMI BEACH, FL 33141 Registered Agent Name & Address TRUTE, MELVYN, ESQ. 1090 KANE CONCOURSE BAY HARBOR ISLANDS, FL 33154 Authorized Person(s) Detail Name & Address Title MGR CORRALES, JUDY 6538 COLLINS AVE. #360 MIAMI BEACH, FL 33141 Annual Reports Report Year Filed Date 2017 01 /10/2017 2018 01 /24/2018 Document Images 01/24/2018 — ANNUAL REPORT View image in PDF format 01/10/2017 — ANNUAL REPORT View image in PDF format 10/17/2016 — Foreign Limited View image in PDF format Fl crida Department of Sta'.e, Div is, ion of Corporal ons http://search.sunbiz.org/Inquiry/CorporabonSearch/SearchResultDetai I?i nq uirytype= EntityN an-e&directionType= Initial &searchNarr eOrder=RAM PROPERTYS... 2/2 W. - Prepared by: Cody M. McCaughan. Esq. Mac Law Firm PLLC 1801 NE 123rd Street. Suite 314 Miami. FL 33181 Return to: Melvyn Trute, Esq. 1090 Kane Concourse. Suite 202 Bay Harbor Island. FL 33154 Folio No. 11-3206-017-0560 WARRANTY DEED OR BK 31080 Pss 1974-1975 QPss) RECORDED 07/30/2t it 8 l � t o 56:32 DEED DOC: TAX $7r240m00 HARVEY RUVIHr CLERK OF COURT NIAMI-DADE COUHTYP FLORIDA This Warranty Deed made this 28th day of June, 2018, by and between MARY M. SMITH, a single woman, hereinafter called the Grantor; and RAM PROPERTY SOLUTIONS, LLC, a Nevada limited liability company, hereinafter called the Grantee, whose mailing address is 4752 Bay Point Road, Miami, FL 33137. WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt whereof is hereby acknowledged, hereby grants, bargains, and sells unto the". Grantee; and Grantee's succassors, heirs,,-arld,assigns: forever, all that certain parcel of land in the County of Miami -Dade, State of Florida, to wit: Lots 3 & 4, Block 91, AMENDED PLAT OF MIAMI SHORES SECTION 4, according to the Plat thereof as recorded in Plat Book 15 at Page 14, of the Public Records of Miami -Dade County, Florida. a/k/a 466 N.E. 102"d Street, Miami Shores, FL 33138. TOGETHER with al; of the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the Grantor hereby covenants with the Grantee that the Grantor is lawfully seized of said land in fee simple: that the Grantor has good right and lawful authority to sell and convey this land, that the Grantor hereby fully warrants the title to the land and will defend the same against the lawful claims of all persons whomsoever - and that the land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017 and restrictions, covenants, and easements of record. IN WITNESS WHEREOF, the Grantor has signed and sealed these presents the day and year first above written. [SIGNATURE PAGE FOLLOWS] a a "►+ t - ;4 s,j, r�exr� *,4"a a xF. K. /repared by: Cody M. McCaughan. Esq. Mac La%+ Firm PI.LC 1801 NE 12'rd Street. Suite 314 Miami. Ff. 3= 181 Return to: Mely n I rute. Esq. 1090 Kant Concourse. Suite 202 Bay I larbor Island. FL 33151 Folio No. 11-3206-017-0560 WARRANTY DEED OR SK31080 Pss 1974-1975 t2Rss3 RECORDED 07/30/2018 10Q56!32 DEED DOC TAX $3Y240=00 HARVEY RUVIN9 CLERK OF COURT MIAMI-DARE COUNTYP FLORIDA This Warranty Deed made this 28th day of June, 2018, by and between MARY M. SMITH, a single woman, hereinafter called the Grantor; and RAM PROPERTY SOLUTIONS, LLC, a Nevada limited liability company, hereinafter called the Grantee, whose mailing address is 4752 Bay Poiht Road, Miami, FL 33137. WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration. the receipt whereof is hereby acknowledged, hereby grants, bargains, and sells unto the Grantee, and Grantee's successor's; heirs, and assigns forever, all that certain parcel of land in the County of Miami -Dade, State of Florida, to wit: Lots 3 & 4, Block 91, AMENDED PLAT OF MIAMI SHORES SECTION 4, according to the Plat thereof as recorded in Plat Book 15 at Page 14, of the Public Records of Miami -Dade County, Florida. a/k/a 466 N.E. 102nd Street, Miami Shores, FL 33138. TOGETHER with al; of the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever AND the Grantor hereby covenants with the Grantee that the Grantor is lawfully seized of said land in fee simple: that the Grantor has good right and lawful authority to sell and convey this land, that the Grantor hereby fully warrants the title to the land and will defend the same against the lawful claims of all persons whomsoever; and that the land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017 and restrictions, covenants, and easements of record. IN WITNESS WHEREOF, the Grantor has signed and sealed these presents the day and year first above written. [SIGNATURE PAGE FOLLOWS] a r ra A"* .:+Fr— - .�lc,�: , .. a1r� �5.: -, " +a�g. s 1SF *ter: _soe► 14W.— : w r _ a_ ivy. +1c Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder' to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name A JOB NAME / ADDRESS: CORRALES RESIDENCE 466 NE 102ND STREET MIAMI SHORES, FL 33138 DESIGN CRITERIA •�•• FLORIDA BUILDING CODE 2017 �� r ' • WIND CODE: ASCE 7-10 J1 + r t • • • MEAN ROOF HEIGHT: 15.00 irc )ZZect ; •'''; EXPOSURE: C ~"G. "'''• stlxa fines belisouth.ndt'; BUILDING RISK CATEGORY II � ... CONSTANT: 0.00256 hQn� . • • • • • • • • (GCPI): 0.18 s. • WIND VELOCITY (V): 175 • • ••••• (Kd): 0.85 EXPOSURE ADJUSTMENT (Kz): 0.849 ' I • ?' : . • •. ' �.1'� • FLAT ROOF: NIA l o 07 Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 156.58 p.S.t. '� AR0017 �� • 521 P= 0.6 W .......... (ASD) ' P= W .............. (LRFD) r CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) W(+)= .............. 56.58 p.s.f. (1.0000000 + 0.18 )= +66.76 p.s.f. ..........P(+)= 0.6 (166.76 p.s.f. ) = +40.06 p.s.f. W(-)= ..............56.58 p.s.f. (-1.4000000 - 0.18 )= -89.40 p.s.f. ...........P(-)= 0.6 (-89.40 p.s.f. ) = -53.64 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 283.63 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp + Gcp A HORIZ-ROLLER IMP, 56.000 50.000 9.72 40.06 -53.64 END (5) 17-0918.09 1.00000000 -1.40000000 B HORIZ-ROLLER IMP. 40.000 52.000 7.22 40.06 -43.45 INT (4) 17-0918.09 1.00000000 -1.10000000 B' HORIZ-ROLLER IMP. 40.000 52.000 7,22 40.06 -53.64 END (5) 17-0918,09 1.00000000 -1.40000000 C HORIZ-ROLLER IMP, 74.000 63.000 16.19 38.80 -42.20 INT (4) 17-0918.09 0.96305170 -1.06305170 D HORIZ-ROLLER IMP. 33,000 40.000 4.58 40.06 -53.64 END (5) 17-0918.09 1.00000000 -1.40000000 E HORIZ-ROLLER IMP. 53.000 38.000 6.99 40.06 -43.45 INT (4) 17-0918.09 1.00000000 -1.10000000 F SINGLE -HUNG IMP. 20.000 40.000 2.78 40.06 -53.64 END (5) 17-1018.08 1.00000000 -1.40000000 G HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END (5) 17-0918.09 1.00000000 -1.40000000 H HORIZ-ROLLER IMP, 40.000 40.000 5.56 40.06 -43.45 INT (4) 17-0918.09 1.00000000 -1.10000000 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.F1= 88.33 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp + Gcp OUTSWING DOOR IMP, 37.000 80.000 20.56 38.18 -41.58 INT (4) F 15210.4 0.94472714 -1.04472714 2A FRENCH DOOR IMP. 72,000 80.000 20.00 38.25 -41.65 INT (4) 17-1226.05 0.94684485 -1.04684485 2B SIDELITE IMP. 25.000 80.000 13.89 39.20 -42.60 INT (4) 17-1226.05 0.97480198 -1,07480198 1 a PRODUCT CONTROL.%IWTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11 §05 ST 26 Stret gpyni 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 W,2590• F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww ;dyaidade.QdkRwtfiomy 10100-NW 25 Street Miami; F1: 331.72 ...... ... . SCOPE: • .' • •' ' .: This NOA is being issued under the applicable rules and regulations governing th%&we of construction materials. The documentation submitted has been reviewed and accepted by Miami —bane County RER— .. ... Product Control Section to be used in Miami —Dade County and other areas where atowAby the Authority Having Jurisdiction (AHJ). 'be: ."• This NOA shall not be valid after the expiration date stated below. The Miami —Dade County product Control Section (Tn 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. L)ESCRIPTION: 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, 1.1, 2, 2.1, 3, 3.1, 4 through I of 11, dated 03/29/10 with revision "H" dated 09/05/17, 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 Countv Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its ``distributors -and shall be�available for-insp ction at the job site at the request of the Building Official. iTliis NOA' revises NO'A No. 154929A3and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. CMIAM= COUNT l �r tom` 2r ��� NOA No. 17-0918.0 Eapu=ation Date: September 22; 2020 Approval Date: November 02, 2017 g AA,n+.r w r .y. w w. .. .+. rr rx .► a••r .fr. w,. dr. w '+. +w, +► � w - .e Ail $g. ,• .+�I► t w�y . 7 `' 'y `` '° "I�' -4 4r 1 �,c ��.lr 9r, e. . E �. a, <4 t d. si ri. h ,. a rt .i. c. • 3- ±J: • ♦ .: a gf -.+'/ a L : + r Ai CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... . . .... ...... 1. EVIDENCE SUBMHTTED UNDER PREVIOUS NOA's • • • : • • ...... A. DRAWINGS • • • • • • 1. Manufacturer's die drawings and sections. • .... • : • • • • • • • • • • (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) • • • • • • • • • • •' • • • 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. •3li6fhg Wdw. (VM.I./• • 0 0: S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated FSlt%i10 w;th ievision•••��• "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed arui sealdd by Savad. Ahmad, P.E. . . . • • • • • • B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201=94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod et Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 .ram; � ^�! f T" •s '^Y i qM '1, "`. � +R1 ao Kr ^I° M -+I� ate. w x#e ; i► `?�= d 3 4 ' , �" � , �y-r � �",� �3 7�� '�` =3� '�R z,�:'sw�t �i~ r� . =� r �§ � �J ,.. n 7 � -. ,ti .. � . { y k ri .. . � a ♦ -rM r a' �. rY n - K i � 3 '- 1! i CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000 . . ••.• •.•.•• .. •. .•..• • ...... B. TESTS (CONTINUED) • ...... 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per liBC TA$ 202-94 2) Large Missile Impact Test, per FBC, TAS 2N -94! : 0 0 0 0' • • • • • 3) Cyclic Wind Pressure Loading, per FBC, TASS26S-94 •'•. ; ""' along with marked -up drawings and installation diagram of a: 0 er' m jalumintfixe window, to qualify DuPont "Butacite" PVB interlayer, DurasealSla d Super Spacer®....;. insulating glass spacer, prepared by Certified Test Laboratories, - Test deport No.• • CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh-C.. Patel, It.F�••. • (Submitted under previous NOA No. 15-0512.05) 0000 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS, 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, 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 5t1 Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 14wir,re M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 -v* !�. # r • - r rr • .. A- .ih ,r iw- Aa CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... . . .... ...... E. MATERIAL CERTIFICATIONS (CONTINUED) • • • •. • • • • • • • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemitaj Company (AMA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers-With I'ET • • • • • Core" dated 06/19/14, expiring on 12/11/18. • Y • • • • 0000 ' ' ""' • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical tompany.(1VIA) "• • for their "Saflex Clear and Color Glass Interlayers" dated 06t9/l1t,pxpirLng op ....;. 05/21/16. ••"••• F. STATEMENTS • 1. Statement letter of conformance, of complying with FBC 51h Edition (2014) and of no financial interest, dated 08/17/15, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102r-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 Y+ y1� •, .Y: yr. A+ �.t .�►.. fir: dc. - - +•p N '�f•. •w —►. —- ire CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED YYY. Y�1YY •YYYY• .. • .YYYY• Y •.YYYY B. TESTS . . . 1. None. ..' . ... YYYY . •••••Y Y .YYYY. C. CALCULATIONS """ "` •Y YY •Y ...... 1. None. • D. QUALITY ASSURANCE `� �' 1. Miami -Dade Department of Regulatory and Economic Resources -MR). • •' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61h Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and scaled by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 •' Mal ilval\i 6" E F F II 6 6 II 6 A 5 5 I _ _ FALSE MUNTINS rADDL. ANCHOR REGO. (SURFACE APPLIED) 32 7/B" 32 7/B' AT CENTER OF•'AtL PANELS OPTIONAL O.L OPG. D.L. OP'.. FIXED.OR OPERABLE ABOVE 30' PANEL WIDTHS 36 3/B' AT HEAD/SILL VENT WIDTH Nr,a & FLANGE ADAPTOR FRAME BUCK WIDTH 5 1/2' 13 5/16" MAX. MAX. 5' MAX' HEAD/SILL HEAD/SILL TYP. A2 MTG. STILE _ E2 N F II 11 F II 8 1 B 6 � U N O II u I� u II B2 1 I I II I I B FALSE MUNTINS (SURFACE APPLIED) 32 7/B" 32 7/e' D.L. OPG. OPTIONAL D.L. OPG. 36 3/B' ` FIN FRAME BUCK WIDTH 5 1/2" MAX. 5" MAX. HEAD/SILL TYP. Al —_ _MTG. STILE 7 iv N El 7 ii 11 F It 6 II II 11 F a ED n= p \ m N s J i `IfIV I t 0 I I �I B1 1' 11 II it I 7 � / I FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7 8" ADDL ANCHOR REOD. / AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS O.L OPG. 36 3/8" AT HEAD/SILL Ycvl n1V1n EQUAL LEG FRAME i i SERIES SENTINEL 120 N ALUMINUM HORIZONTAL SLMING- WINDOW 'z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �o CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED as c PlyIng with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Cod• 17-0918.09 NOA-No. OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS Eaplratbn Pa •09/22/2020 IN BETWEEN, BY LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Mlam s Product on rol IREOUIREMENTS OF THE�2.EDITION' )/2017-EDffION) FLORIDA jy�INTA.'I'.ED' GLASS WILL APPLY TO ENTIRE 'IRIS PRODUCE HAS BEAND TESTED TO COMPLY WITH TH IBUILDI G CODE INCIa101I�IOCITY HURKIGNL ZONE (HVHZ). INSULATING LAM. GLASS 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE,+ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MlSNILE IMPAC TO THE BUILDING STRUCTURE `MISSII;E"1`IMP'AC' _ r�1 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DEJ%LS • • t,.-y (•,• • STRUCTIONS SPECIFIED EMBEDMENT j0 BASE .F� y 1 I1111 17 �v G • ` H �a Sm Ogc°'e a� mH Otiv',� U O+ 1'��11 O 0.0 a , 0 .3 N Q WS Z J _ U ZN= o jvW°m00- j Q 1f = N � U a T I O n n p LU C H In 2 0 M v 3 N Czar �o U � g `r 1S AND INSTALLED PER MANUF S IN 4.- • • 1\ // o 3 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • `�i �D.+jI'I'p',L�q���i� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W&O ONL*:NON-METALLIC: 0 : +� 'r�GFjdyE -'•:J ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESW% • • • • • iii. ••. 1' • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INWW7ATTJJppy pR • • • ; �� drawing na. FOR A SITE SPECIFIC PROJECT. Le. UFE SAFETY OF THIS PRODWT ECi L�( • � � OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUNDENING R • • ��� RIO +•' `� w � Q— RECEIVING" WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZEC SE:ARATFiY• • • • • ' 1•��A•` ash—ee—t--of—T T AND TO BE REVIEWED BY BUILDING OFFICIAL. • • 1 111w L T • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' DESIGN LOAD CAPACITY - PSF 0 0 OX.SIZES): STD. MTG. BAIL B.D. MTG. RAD. CUSS TYPES TVAV,'8'k'Bl' GLASS TYPES 'B' k'B1. FLANGE DIMS. BUCK DIMS:`." IDTH HRGHL _WI ,ji4 &_r-(+) INT.(-) EXT.(4) OJT.(-) 28-1/2' 37" 53-1/8" 74' 26" 25-1/2' 36" 52-1/8" 73' 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37" 53-1/8' 25-1/2' 36" 52-1/8" 73" 37-3/8' 65.0 65.0 80.0 90.0 � 38-3/8: 65.0 65.0 80.0 90.0 65.0 80.0 90.0 65.0 _65.0 65.0 80.0 90.0 26-1/2' 37' '53-1/0" 74" S _ /B- 25-1/2- 36" 52-1/8" 73' 49-5/8 85.0 55.0 80.0 1 90.0 65.0 _ 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 _ 65.0 1 80.0 90.0 2671/2" 37" 53-1/8 83' La 25-1/2- 36" 52-1/8" 73' eLR4 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 (I12W) (1/2W) � G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO -OR-0-7-1 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. JVTG. RAIL B.D. MTG. RAM GLASS TYPES 'A VAV. Wk'llf CLASS TYPES 'W & 11' GLSS TYPES 'C' & 'cl. WIDTH HEK;HT WIDTH HEIGHT EXT.(+) jntL EXT.(+) 9JY.(-) EXT.(+) INT.(-) 55-3/4" 8-15/16 83-1/2' 26" 54-3/4" 7-15/16 82-1/2' 25' 85.0 65.0 BOA 90.0 65.0 65.0 85.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" ?a- 15/18 83-1/2' 38-3/e" 54-3/4' 7-15/16" 82-1/2- 37-3/8" 65.0 65.0 80.0. 90.0 65.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2' 50-5/8' 54-3/4" 7-15/16 82-1/2" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 8-15/16 83-1/2' 63" 54-3/4' 7-15/18 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 0/3W) w3w) OPERATING VENTS TO BE 113 OF THE WINDOW WIDTH 'XO OR OX' : TW. BUCK DIMS 14" TYP. BUCK DIMS FLANGE FRAME EQUALLEG FAME FLANGE DIMS P ES I' E4 STD. MTG RAIL: E4 H.D. MTG. RAIL• PRODUCT REVISED as complil.g with the Florida Balding Code „,8.09 NOA-No. Explratlon Date 09/22/2020 By Mlam -Da ro uct Control BUCK DIMS FFl ANGE ADAPTOR FRAME FLANGE DIMS FLANGE ADAPTOR FRAME EQUAL LEG FRAME .00 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OC-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • OF • drowl� . • • •� oR• �.�'; W10-18 • 0 : • • • • : • ''~��1 10 6 L �' sheet 2_of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'VA.41%'B'&'s1' GLASS TYPES V A. 'El, WIDTH HEIGHT WIDTH HEIGHT EXT.(+) ANT.(-) --(+) ANT.(-) 74' 106-1/4' ill• 26• 73• 105-1/4' 110' 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 74• 106-1/4' 111' 38-3/8' 73• 105-1/4' 110• 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 goo 65.0 65.0 80.0 90.0 74' 106-1/4' 111" 50-5/8' 73• 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 90.0 05.0 65.0 B0.0 90.0 65.0 65.0 80.0 90.0 74• 106-I/4' Ill' 63' 73' 105-1/4' 110• 62' 65.0 65.0 80.0 90.0 61X 61.6 80.0 90.D 60.0 60.0 80.0 90.0 (1/3W) (I/3W) (1/3W) � a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX, DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAM B.D. MTG. RAIL B.➢. MTG. IUD. GLASS 'TYPES 'A'&Al', 'B'&'Bl' GLASS TYPES V & 'BI' GLASS TYPES 1c. & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXF.(+) INT.(-) F -(+) ANT.(-) 74• 106-1/4• 111• 26' 73• 105-1/4• I10' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65-0 80.0 90.0 65.0 65.0 74' 1 or-1/4• 111' 38-3/8' 73' 105-1/4' Il0• 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 80.0 90.0 65.0 65.0 74• 106-1/4' 111' 50-5/8' 73• 105-i/4' 110' 49-5/8 85.0 85.0 t10.0 90.0 65.0 65.0 - - - - 85.0 655D - - - - fi5.0 69.0 74' 106-1/4' Ill' 63' 73• 705-1/4• 110 82 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 _ - - - 65.0 85.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 1S' TYP. BUCK DIMS Ji' 7YP. BUCK DIMS EQUAL i� FRAME FI aNGE FRAME FLANGE DIMS _I Es E4 5TD. MTG. RAIL: nD MTG RAIL: PRODUCT REVISED .5 corapiEng with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By / Miami-ua�,Product Control BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-219 .. ... . • r��SJv.,y+• � •• •.• •• Aip :. M.mm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � a U C -I, N N {- M Q O Lo xx W 6 LL O HNLO o r CN 7 w O N7 -0 30.M 02� G o T r a drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. 91'D. MTG. RAIL H.A. MTG. RAIL GLASS TYP63 'A'&'A£', V3,11' GLASS TYPES 'B' & '81' WIDTH HFJGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 36' 52-1/8" 73' 25, 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 85.0 F. 80.0 65.0 65.0 80.0 00.0 25-1/2" 38" 52-1/6. 73" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 90.0 80.0 25-1/2' 36" 52-1/8" 73' 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 25-1/2" 36' 52-1/e' 73' 62' 65.0 80.0 80.0 65.0 80.0 - 80.0 65.0 §5.0 80.0 80.0 80.2 80.0 80.0 (1/2w) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW MOTH 'XO OR OX' ES E4 STD. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'Al', 'V&.Bl, GLASS TYPES 's. & .31, GLASS TYPES T' & 'C£' WIDTH HEIGHT E7R.(+) INT.(-) EXT.(+) INl,(-) EXT.(+) INT.(-) 54-3/4' 7-15/16 82-1/2- 25' 65.0 65.0 80.0 80.0 65.0 65D 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2- 37-3/8- 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 85.0 65.0 65.0 65.0 80.0 80.0 85.0 85.0 54-3/4- -15/16 82-1/2' 49-5/8" 65.0 65.0 80.0 00.0 85.0 85.0 - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' -15/16 82-1/2' 62' 65.0 65.0 80.0 80.0 55.0 65.0 - - - - 85.0 65.0 _ _ _ _ 65.0 65.0 BUCK OIMS. FIN FRAME t E4 H.O. MTG. RAIL: (1/3w) (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED Im as comp)ying with the Florida 4.V Bullding we Non -No. 17-0918.09 m e Expineon oate09/2?J2020 0 k q BY .1 z �i /y C F 11112mi-0a uc ontro I.L. OQ` 4 O w 0 Gv'1fi V n vil Zm 0 aao 0 -a t q w 1 Zro� oL^ FIN FRAME . v�� Wao l .. ... . . . . . . • • ••• • • •``t11VIIl /IYr77i •j .• �.w1` • ` o • •iC" ••• •e 00�•' • • • Q ., 06 •�� drawing no. ••• • • •• • ��i S. 1D9.'``` • • • • • • • • • • '���� I I IiA � ` _ W10-18 sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY -PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL F.D. MTG. RAIL GLASS TYPES 'A'A'AI', 'B'i'B3' CUSS TYPES 'B' B 'B3' WIDTH HEIGHT EXT.(+) IM.(-) IXT(+) IM.(-) 7;' I03-1/4" 11p" 23' BS.O 85.0 80.0 80.0 65.0 65.0 80.0 B0.0 65.0 65.0 80.0 80.0 7;' 105-1/4' 110" 37-3/8' 63.0 85.0 80.0 80.0 85.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73• 105-1/4" 110" 49-5/B' 85.0 85.0 80.0 80.0 85.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-i /4" 17p" 62" 65.0 65.0 80.0 80.0 61.6 61.6 B0.0 80.0 60.0 60.0 80.0 B0.0 D&SIGN LOAD CAPACITY -PSF (ROX SIZES) BUCK llDiS. STD. AiTG. RAF. F.D. AITC. RAII. F.D. ITCG. RAIL GIA39 TYPES 'd•a'AI', GUSS TYPES 'B' k 'Bl' CUSS 7"1P6.4 WIDTH HEIGHT E)R.(+) IM.(-) EXT.(+) IM.(-) EXT.(+) IM.(-) 73• los-1/a' 110' zs• 63.0 65.0 80.0 80.0 65.0 85.0 6s.o ss.v ao.o eo.o es.o 6s.o 65.0 65.0 80.0 80.0 83.0 65.0 73• 105-1/4' 17p^ 37-3/8" 65.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 63.0 65.0 80.0 80.0 85.0 B5.0 7;^ tOs-1/4' 11 D" 49-5/B' 65.0 63.0 80.0 80.0 85.0 63.0 - - - 65.0 65.0 - - - gl.. 85.0 65.0 73• 65.0 65.0 80.0 65.0 0105-1/4'62" 63.0 ��,5_ .0110"0 .0 PRODUCT REVISED �Lu U as compI in with the Florida Building Coda G NOA-No. 17-0918.09 Z e • h J Expiration Data 09/27J2020 0 q za N By QW 2 N f Mlam ad roduct Controll CJ 6 0 W U �0 O E7'a cr 0 %L a o -u�� 3 a�n �=N: 0 1 O _ J Q W Off f N U e C I 3 Ll (1/3W) (1/3W) 0/3w) (1/4W) (1/2W) (1�aW) 0 L] of D N o OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH R p M M v Z SS C Z N �XOX' 'XOX' O _ o Q BUCK DIMS o FIN FRAM-F d �Y c o S $ FIN FRAME a s w0 ES 1 • • • • • •',•' tl •. ':i - No.70592 '� a`• =_- 5 NOTE: ; GLASS CAPACITIES ON THIS SHEET ARE • • • •: • : • S OFi • �� drawing no. Ea Ea BASED ON ASTM BUILDING O I SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • • • • • '��•' W 1 0- 1 8 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • /////Sil ` sheet 3,1 of 11 hJillt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8` HEAT STREN'D GLASS REVISED 1/8- ANN. GLASS 075' Interloyer .075' Interlcyer PRODUCT as Building yying with the Florida of Soft" CP With PET Core By 'Eastman Chemical Co.' Soft-CP With PET Core OR Eastman Chemicol Co.' NOA-No. 17-0918.09 3 Z n OR Expiration Data 09/22l2020 F u .090` Intedcyer 090" Interlcyer Cfecr And Color Gloss 1/8' HEAT STREN'D GLASS I� Saflex Clear And Color Glass 'Eastman Saflex Eastman Chemical Co.' By L A a B Chemical Co.' By OR .075' Intarloyer Miami -Da roduct Control a, 60 0 0 OR Interlcyer .090" InteAayer Saflex CP With PET Core O N .090' Sent,Glae SentryGlas By 'Eastman Chemical Co.' d W By 'Kuraray America, Inc.' OR Fly Kuraray Americo, Inc.' OR OR .090' Interlcyer r.t N et .090. Intedayer 090' Interlcyer SantryGlaa 7V: Trosifol PVB Tmsifol PVB 'Kuraray By 'Kuraray America, Inc.' Om By 'Kuraray Amed<a, Inc.' By America, Inc.' Q' G IY to a 1/8` ANN. GLASS 1/8' HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS 0 .3 t a 0'. H W N w z w m SILICONE GE 1200 >= m SILICONE GE 1200 m i SILICONE GE 1200 Q � W _ Im i g rn DOW CORNING 899 DOW CORNING 995 3 N 3 DOW CORNING 899 DOW CORNING 995 DOW CORNING 899 DOW CORNING 995 Mt 1 O f 1 t7 • Q J a w f M1 \ Mi .i I. \ M O I O O O, U n C n Ell W E8 W ' EB n N E+ AT 1/4 POINTS ON LITES L. M7 AT 1/4 POINTS ON LITES W AT 1/4 POINTS ON LITES WIDER THAN 36' O W M7 WIDER THAN 36" ,'d WIDER THAN 36' § O ,l J GLASS TYPE 'A' GLASS TYPE 'E' GLASS TYPE 'C' °I 5/16" NOMINAL LAM. GLASS 3/16- NOMINAL LAM. GLASS 5/16' NOMINAL Lod. GLASS O F N o LO N 1 B' ANN. GLASS / 1/8- HEAT STREN'D GLASS r � M p h n n 075' InteAayer 075' InteAayer Z .-. Saflex CP With PET Core Saflex CP With PEr Core 'Eostman 3 O a 'Eastman Chemical Co.' Chemical Co.' O Os� O Intarlayer sk V O 090' Interlcyer Saflex Clear And Color Glass .090' Saflex Clear And Color Glass 1/8- HEAT STREN'D GLASS M By 'Eastman Chemical Co,' By 'Eastman Chemical Co.' 075' Interlayar v R 1/4" AIR SPACE �GI.jriayer � 1/4` AIR SPACE ri oYer Saflex CP With PET Core 1/4" AIR SPACE 'Eastman Chemical Co.' Sen"ry By 'Kuraray America, Inc.' OR i � 1/8" ANN. GLASS By Kuraray America, Inc.' 090' Interlcyer 1/B` HEAT STREN'0 GLASS OR 1/8' HEAT .090" InteAayerBy STREN'0 GLASS,SantryGlas 090' Interlcyer 'Kuraray America, Inc.' e r Troeifol PV8 Trosifol PVB a 15 3 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' P. 1/8' ANN. GLASS 1/8' HEAT STREN'D GIA55 1/8" HEAT STREN'D CLASS ` SILICONE SILICONE SILICONE z m to GE 1200 DOW CORNING 899 m - z DOW1 CORNING 899 DOW CORNING 995 i CE 1200 DOW CORNING 899 IX1W CORNING 995 �' '�tr ° • e m_ +s Mt DOW CORNING 995 N Mt N M1 �_ I o a o XL EDGE SPACER ! !I XL EDGE SPACER XL EDGE SPACER 'CARDINAL' ii it ST. STEEL BY 'CARDINAL' I ST. STEEL B•I• tAROR• & • • • • • • II ! ST. STEEL BY OR OR 'QUANEX' • 11 V !f fyyA7 a DURASEAL BY 'DUANIX' OURASEAL BY 'QUANIX' a DUWiSFAL �`( • OR • • • • • • • • • `•\\1� • ` � •7i r7� o O SUPER SPACER BY 'OUANIX' W OR SUPER SPACER BY 'QUANEX a E9 SUPER SP�C.R•BY �mIX• • • i '•0 * a W M7 AT 1/4 POINTS ALL SIZES W E9 M7 AT 1/4 POINTS ALL SIZES [[7 +5 w M7 AT 1/4. POMS ALL SIZES • `�` 70832 _ a b' a ". V CT ASS TYPE 'Al' , GLASS TYPE 'C GLASS TYPE 3' • • • • • I.M. GLASS • • t • • '� 65/� drawing no. 0,70' OVERALL INSUL LAM. GLASS 0.70' OVERALL INSUL LAM. GLASS 0.70' OVERALL INSUL • • ••a i ®.. a (S.wi.) FOR SMALL MISSILE IMPACT RATING • • • • • • • ,, `` • • �'7�y w6 W10-18 sheet 4 Of 11 IN ORDER TO QUALIFY \\� 'At', 'BI- 'Cl' • • • • • • yffYnlN EXTERIOR PLY OF GLASS TYPE & MUST BE TEMPERED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCK eQ O rel W1 4 EDGE ISI^ v .. 11By WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING !-EDGE DIST. f TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME r-------------- ----- r-------------- II MIAMI-DADE COUNTY APPROVED I� j I MULLION & MULLION ANCHORS I1 I� SEE SEPARATE NOA II 1 I I EDGE DST. � 1 II ANCHORS 2 3/8, MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ( MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. . •P ,SEE ELEV. FOR PA �F 2-3/r 8' MIN. 1/4" DLA ULTRACON� BY,'ELCO' ("177 KSI. Fy=135 K51) NTO-28Y'W000"BUCKS-OR-WOOD-STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU, 1BY BUCKS INTO. C. OR, BLOCKS j� 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MiN. ,EMBED INTO BLOCKS (JAMBS) WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2% THE USE OF DIRECTLY INTO CONCRETE'ORIBLOCKS DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) NMMnTED. l-i =-MIN-EMBED-INTO-BLOCKS_(JAMBS. 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) PRODUCT REVISED STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Building Code NOA-No. 17-0918.08 ,(.TYPAL _ D �DISTANGE - Expiration Date 09122/2020 ET lkC CO CRE AND MASONRY - 2-1/Y MIN. gy INTO WOOD STRUCTURE = 1 MIN. Miami-0 a Pro uct ConVo INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. WEEPHOLES: • • • • • • • • • • • Wt = 1/4" X 1-1/2" WEEP SLOT AT 4-1f8" FROM :ACM.: • LY Lli+ill/i�� END WITH PLASTIC COVER •11 • • �•'^ • • \���•����� W2 - 1/8" X 1/2' WEEP SLOT AT 3-1/8� 00M.,�H %*0 • a'. 00EN ♦ • •• W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END -4 o" - N • • • • • • i.. IIILL� • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-18 1/4" MAX. SHIMS VENT WIDTH TYPICAL ANCHORS SEE °EV o 0 FOR SPACING v C --i J ..-SCREENS OPTIONAL J Q L A WOOD BUCKS XOX LAYOUT MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA BUCK MOTH _� SUCK W 1 1. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYP O EXTERIOR FLANGE ! 1/4" MAX. SHIMS 1 1/2 xQ 2 WOOD K R WOOD STRUCTUR TYPICAL ANCHORS J SEE ELEV. FOR SPACING OALTERNATE ..00K TO LOCK FLANGE ADAPTOR FRAME �(i L n 0 z a z �P; 0 " g 2 $ FLANGE ADAPTOR FRAME 1/2" TYP. L a ^ It 0 O 0'cl NL a/ C d O yOy.. 0 O N M �OwM 0 D. a 0 0 U) N OJ LL m 41 o �=1n_ o 1 �? ZOf Q W N 2 _ O N h U \ O n E3 00 C q N a R 0 Nn M d 10 c z ii J�I1I� Fi WO _LEY. —111 iPACING INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. S o o S • • • • • • `1M 11y1///r • • • • • � �''vOENSF•' . 0 1 . PRODUCT REVISED = $ as complying with the Florida Building Code _ BUCKS NOA-No. 17218,09 ' `v -' • • Y • ,(gam/ - Expiration Date 22/20 0 • E OF• •.' �`� drawing no. • � •, �•• R19P'•r *C � W � 0— � 8 • • • • i �� Miam .ad uit on • • • 'AAA//�lM�41 1� sheet 6 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL_ ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING g 3 a EQUAL LEG FRAME �4.� 0 r ------ ---- ------ j j 1 MIAMI-DARE COUNTY APPROVED I I I MULUO h MULLION ANCHORS I Z o� O 8 p ; £ a a ii SEE SEPARATE NOA EDGE GIST. II a B 0 II O�Hop V G ui 2 M TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. (' 0 1n O 0 c• O 0 .3 tj y SEE ELEV. FOR SPACING FOR SPACING CAN BE INSTALLED DIRECTLY OR METAL STRUCTURES OF A WOOD BUCK. b VI ? a j O Q oZY a f u EQUAL LEG FRAME INTO WOOD, CONCRETE WITHOUT THE NEED TYPICAL SEE ELEV. FOR I n PRODUCT REVISED z as complying with the Florida 'n Bulldin9 Coda NOA-No. 17-0918.09 Expiration Date 09/22/2020 W U Li By Mlaml- roduct Control NC^n NM b R 0 n ^ "O 3 n d C Z MIAMI-DACE COUNTY o - APPROVED MILLION & MILLION ANCHORS " U p SEE SEPARATE NOA 1 IWTIT 1 I I 1 I n_ 1 1 I I oe�o'b' �L •• ••• 1 • ••� D .r•'�� drowinq no. • • • • '' • �(o�. W1 0-18 • • • • • i��YS/ ALA p� • • • • • • • Ylllll (sheet 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTF EXT. 0 NOT B1 HOUSE i NOT 13Y HOUSE W NOT 13Y C TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (F. = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME 1(a 4ftU 0 g PRODUCT REVISED F" m •e complying with the Florida Q L N Building Code NaOA-No. 17-0918.09 O o o �. Fxpiration Date 09/22/2020 IL O BY O�iu'K� Miam mad Fodact Control 0 2 � g 0 IL 0 R 0 -aInI� Q; InO Q 24.1 W zIn I z�Ey� Q W 1 rC F a V N ai C n L 0 W K COO STRUCTURE 1/4' MAX. DUCK WIDTH 1/4- MAX. DT BY CGI GAP GAP 0 = N 1/2' MIN. 1/2- MIN. 01 N� A 3 iMj M O3 n 1 DACKDED LCAULKING ITII I - --scREErs oPr. _,._.,_.. - - - - W i a E6 HOUSE WRAP iri u NOT 13Y cal EXTERIOR o o a ? • • • • • • • l • • • • • • \\ 1ii•ii1,7j7' _fir• :iT_ o ,8 a �u • • • ff OP • W � drawing no. • • • • ••. • Di►. W10-18 ••• i• i•• i• i�Yr�i 111L�\•`` sheet 8 of tt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as—!nplyln with the Fiend. Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 BY Miami-0adeP duct Control • • • • • • \�\ I1� • • • • • • Y�rl� /// • • • • • • �. •uGEI��'•., •• ••• •• I • •• •' OF • : •• • �� loi'� • • • • • • • • • /yss� i R'`'^fi `\ • �v U n o a 0 V 'ITRii QUANCITY DESCRIPTION MATERIAL Z y a O (- h �f N D �6 O W N �. p N a�� d tyn W C1 c �t .t C IL0Q p8p a y N • 0 ry Q Ji 7 LL F 1i.2_q- � 0Z (D Q W ;CCI- 3 o C N h M p W v C a F N o ;NM 1 O v3 $ cz4n 30R O� H 0 O € u 0 � is Y3 " e o _ 0 m 3 8 o 9 S d c o u 3 b 5 drawing no. W10-18 sheet 9 0f 1 1 MA:YF./SUPPLDSR/RFuixrc E1 - FRAME JAMB • FIXED GLASS 6063-T6 CGI EXTRUDER F2 FRAME SILL 6063-Tb CGI EXTRUDERE3FRAME HEAD6063-T6 CGI LXTRUOERE4MEERNGRA14 6063-T6CGI EXTRUDERES - LOCK RAIL 8063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E� CGI-108 - SASH RAIL 6063-T6 CGI EXTRUDER EE CGI-107 - 5/16` GLAZING BEAD 6063-TS CGI EXTIRUOFI2 E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI IXTRUOFA E10 CGI-109 - FRONT FLANGE ADAPTOR 0063-T8 CGI IXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 8063-TB CGI EXTRUDER E12 CGI-135 - IF FRAME JAMB • FT%EO CUSS 8063-T6 CGI EXTRUDER E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E74 CCI-139 TF FRAME JAMB 6003-Tfi CGI EXTRUDER E15 CCH140 - 1• MUN11N 6063-TS CGI EXTRUOEfi Et6 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6083-TS CGI EXTRUDER E18 CGI-714 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-76 CGI EXTRUDER E27 CGI-117 - HD LOCK RAIL 6083-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 _CGI-109 FRONT FLANGE ADAPTOR 8083-T6 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) P\� - M3 CGi-112 3" • ANCHORS EQUAL LEG COVER/SHIM P� - M4 0.700" X 0.040` BEAD GE7200 SILICONE SILICONE GE M5 - 0.700' X 0.040` BEAD DOW 995 SILICONE DOW M6 - 0.700' % 0.040' BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER BOt6 SHORE A M8 - - PFiOTECTO WRAP WATERPROOFING OR EQUIV. - - N9 684 - ROLLER TRACK PVC - M10 CGI-126 2 PER SASH ROLLER HOUSING NYLON - M11 W23201NG - PILE WITH CENTER FIN WOOL ULTFAFAB OR EOINV. M72 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2PER SASH HANDLE RAIL END CAP NYLON MhN M14 391-N 1 PER SASH ANTUFT BLOCK NYLON MkM M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M18 Cq-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. M17 A30730401-32 t PER WD. CAM LOCK ZINC TRUTH OR EQUIV. N18 CGI-132 2PER WD. 2' SASH STOP PVC PROTOTYPE M79 CGI-111 ® FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-725 2PER SASH SASH CAM (B/T BALANCE) NYLON MdcM M22 VARIES HI -PLO WEEP COVERS PVC ANESBURY OR EOUN 52 - 2 OR 3 PER CORNER i 10 X 1 t/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. P e X 1 1/2` LC. PHL PH. SMS. FIN ANCHOR SCREW - - 54 4 PER WD. r9 8 X 1/2" PH. SMS. ST/Si BALANCE DRACKEF SCREW - SS 2PER WD. � 8 X Y LG. Fri. SMS. 87/Si. SPIRAL S. ASSEMBLY - - Sg - - � 6 X t/2" LC. FH. SMS. o CGI-133 k CAM LOCK - - Se - —GM- f 10 X 4` LG. PHL. PH. SMS. ST/5T. ASSEMBLY MEETING RAIL - - 59 2PER ANTUFT / 70 X 5/8" LG. PHL. PH. SMS. ST/Si. ANTIUFT SCREW - - • •• •• • • • •• •• ••• • • • ••• • • FLANGE FRAME HEAD tj FLANGE FRAME SILL 3 E14 FLANGE FRAME JAMB FLANGE FRAME JAMB FLUSH FRAME HEAD FLUSH FRAME SILL e10 FLUSH FRAME JAMB (MOVING; .811 I� 2.505 .055 TYP. 1.01� 1.500 1.245 Ei FLUSH FRAME JAMB (FIXED) 1 ' MEETING RAIL 1.788 �,065 11P. 1.0II � 1.Z20 1� 1.043 LOCK RAIL E21 ALT. LOCK RAIL 1.892 +1n I 65 YP. 2.195 1.� 1.043 E8 HANDLE RAIL 1.025 . - 1-i 1.395 745 .065 1.015 SASH RAIL j�.065 1.550 tars Ett NAIL FIN ADAPTER t.asfi F2.264 1255 LL .0801 Typ.A. E19 SILL FILLER 1.a5a 180 .550 .050 1_ FLANGE ADAPTOR .490 .705 I .oso Typ. �I .864 f- E8 5/16- GLAZING BEAD f �1.395 �j L I 180 osoT "-�.,T--T 120 �^ .705 I .050 TYP. -I .864 .700' GLAZING BEAD 1.449 297 .060 1.413 M3 FLUSH FRAME COVER I us SCREW COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Fxpiration Date 0912212020 By Mlam ad roduct Control •• ••• • • • • • as • • • • • • • • • •• • • 1r111 IIliii �U Z 0 q rc i W N a ; I 0��m 0 t`t ai F cdo;s Z IL i ji7°o� Qb�g� N U e C 0 v 0 W 0 � c c NM P' 0 r] n v 3 S cz�N 3o1yV, yn $i O 592 s 3 • • _ " ` U -•:-�• -- 7E 01► .. �: dAr�awing • • • • • • ����ll 11 ji11 � sheet 10 of 11 • •• •• • • • •• •• ••• • • • ••• • • V PRODUCT coP Y n with the Florida �� 0 —g o Building Code a / NOA-No. 17-0918.09 z n ; Explration Date 09/22/2020 C n zd Mlamaa�roduct Control N ` 0 O 0 t.'a O O M of C -0ba 3 LLZN_o o$ N 1 V FRAME TOP CORNER C 0 h VENT TOP/BOTrOM CORNERS 52 0 " c D ~� d V O z rya LL i C e m O a 0 0 � .. u o W FRAME BOTTOM CORNER • • • • • • � • �� '� 70592 _ $ 4 ` •• ••• •. •i�' •, • • j_'' I„' ' ��`! ®'•. OA• .��� sa drawing no. 10 FIXED MTG, RAIL CORNER • • • `• • • • • rii�fl pLit� sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • M IAM 1•DIADE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) .GI Windows and�Doors; 0100;NW 25th Street liaini,71, 33172 COPE: MLAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.minmidade.2ov/economy This NOA is being issued under the applicable rules and regulations governing tke use. of canstraLion materials. The documentation submitted has been reviewed and accepted by Miaugjn e County.RER - Product Control Section to be used in Miami Dade County and other areas where alWe.4 by the Aut4irity Having Jurisdiction (AHJ). ... This NOA shall not be valid after the expiration date stated below. The Miami -Dade E6un.ty.:.Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CQunV,,.reserve tVe nght to have this product or material tested for quality assurance purposes. If this produCP or'materW.fai� to perform in the accepted manner, the manufacturer will incur the expense of such testing and the PMY 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 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 revision D dated 09/29/17, 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. 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 inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-F512.101nd consists of this page 1 and evidence pages E-1, E-2 and E-3, as we I as rpproval Zlocumentmen lone above. The submitted documentation was reviewed by Manuel Perez, P.E. X NOA No. 17-1018.08 ly, 12 Eipiration Date: Septeml yr 22,.2020 +1 )11 Approval Date: December 21, 201-7 t/ age '.- %"y:4r•-" I �: ^ v '�!4'.4. .^AMIw•�. CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 000• • • • 1. Manufacturer's die drawings and sections. ' (Submitted under NOA No.10-0510.11) • • • • • 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10�I5,'prepdffflby Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • •; • •; • • • • B. TESTS """ • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading Pero BC TAS a02.94 2) Large Missile Impact Test per FBC, TAS 201 9.4 • ; 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '.:..' along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(T and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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. (Submitted under NOA No.10-0510.11) Manue P Vxaa X Product Controlner NOA No. 1.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 --ot- ter- -+tea +i0P 4V1, a,- _-" -i _ t = -4 Ai'v-4. _ CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 0000 1. Anchor verification calculations and structural analysis, complying.vm,�h FErC-5V ...... Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporatidn,gigned:. •0 sealed b Javad Ahmad P.E. Y ' """ (Submitted under NOA No.14-0915.06) :Goes: 2. Glazing complies with ASTM E1300-09 • • • • ...... ..... ...... ... . . . D. QUALITY ASSURANCE • • • • • • • • • ... 1. Miami -Dade Department of Regulatory and Economic Resourckg JIMR). •; E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, I'nc. fort00ir ' "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. 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. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 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. (Submitted under previous NOA No.14-0915.06) 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. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er , P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 t,r_' & '-k rEt1 , -4 r,- #- v' 1xI 4, �* ► .. .. CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED • • • • . . A. DRAWINGS .. .... ...... 1. Drawing No W10-03, titled `'Series Sentinel 110 Alum S.H. Wdw (•L'.M.1.15.i�Qy)", •. .000 • . sheets 1 through 9 of 9, dated 02/02/10, with revision D dated Q9129�17, prepared by ...... Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E • 0 0 0 0 0: • • • • •; .... :90000 ..... B. TESTS •••••• ••• • 00000 1. None •• •••••• • C. CALCULATIONS ...... ...... 1. Anchor verification calculations and structural analysis, compljjW v ith FBC 611' :....: Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed.4ij• • sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07117, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51b Edition (2014), with FBC 0 Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad; P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.T., approved on 08/06/15 and expiring on 09/22/20. Manuel re P.E. Product ConE miner NOA No.-10,18.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 ,, ;_10- - a l+ ;w ±offs n M O 53.1/8",, ANGE WIDI 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. A HEAD/SILL 4 n II II II II II II II / II B II II 4 l u / u u u II II C II II 4 47 7/16" FALSE MUNTINS OSTnoNAL APPLIET 50 1/4" L�J VENT WIDTH FLANGE ADAPTOR FRAMADAPTOR FRAM SERIES SENTINEL 1%10 :ALUMINUM ,SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO. BE AS -PER ` CHARTS SHOWN�ON.SHE 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. TRIS.PRODUCT-RAA5-BEEN"DESIGNED-ANCr TESTM-TO-COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDR10N)/2017 (6TH EDITION) FLORIDA BUILDING, CODE INCLUDING HIGH .VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DEIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 52 1 /8" EQUAL LEG FRAM FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" JTINS APPLIED) (SUI 52 1/8- FIN FRAME •• yl'•• •• • •N- ! • nucem y wltbt6e"—T • � ildmg (�& • • AWPMnr�Ne dig S• • Er�imi ��tc t. - yl Aitit lo' / 1 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • G y� b q ga°pc� sir p O 8pyA O 0 O f4 IL 0 a.3120 3 g6 .. Si p 6Ms�c'•.., o • o 70M $ 8 r (TE 4, drawings no. ,� W 10-03 KQUAL LTTES WINDOWS 1 _ DESIGN IDAD CAP 1 'FLANGE DDIS. ,= _ ::. BUCK DAIS. 1 GL45_TYPKB 'A 8'AI' G- TYPES 'B'k'Bl' WMM,.. HEIGHT WIDTH HEIGHT `En.(+) .(-) EXT.(+) INT.(-) 19-1/8' 26-1/2' 37' 49' 53-1/8" 28' 18-1/8" 25-1/2' 38" 48' 52-1/8' 25' 75.0 75.0 80.0 85.0 75.0 75.0 BOO 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 SOD 85.0 19-1/8' 26-1/2' 37' 49' 38-3/8" 18-1/8' 25-1/2' 30" 48" 52-1/8' 37-3/8' 75.0 75.0 80.0 85.0 75.0 75D BOO 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 55.0 75.0 75.0 80.0 85.0 19-1/8" -1 2' 37" 49' 53-1/6' 50=5/8" 18 25-1/2' 1. 48' 52-1/8" 49-5/8' 75.0 75.0 1 B0.0 85.0 75.0 7@;0 80.0 85.0 75.0 75.0 80.0 85.0 73.0 75.0 80.0 85.0 75.6 75.0 80.0 85.0 19-1/8' 28-1/2' 37' 49' 53-1/8' 63" 18-1/8" 25-1/2" 1. 48' 52-1/8" 62' 75.0 75.0 80.0 95.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 55.0 76.0 75.0 80.0 85.0 19-1/8 28-1/2 37" 49' 53-1/8" 76' 18-1/8' 25-1/2' 38" 1. 75' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 S5.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 B5.0 75.0 75.0 80.0 85.0 19-1/8' 28-1/2" 37' 46-1/2' 85 r45-1/2 _ 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 50.0 B5.0 WIDTH S2 w_ :5 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LDAD CAPACITY - I" FLANGE D10. BUCK DINS. NALTOP LYEE CLASS TYPE84 'A't'Al' GLASS TYPES 'B'A:'Bl' WIDTH I HEIGHT WIDTH HEIGHT 'A' DIN. EXT.(+) 1NT.(-) EKT.(+) 1NT.(-) 53-1/8" 76' 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 49' 79" 48' 78' 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 31" 33' 37" 43' 85' 25-1/2• 30' 32' 38' 42' 84" 70-5/8• 75.0 75.0 80.0 85.0 63-5/8' 75.0 75.0 80.0 85.0 60' 75.0 75.0 80.0 85.0 53-1/2' 75.0 75.0 80.0 85.0 45-1/4' 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) )i T(P. BUCK DIMS )S" TYP• FLANGE FRAME FLANGE DIMS _) BUCK DIMS EQUAL LEG FRAME BUCK DIMS FIN FRAME BUCK DIMS • • • • • • 00 PRODUCT REVISED ,is cornoyiNg with Till FllWidE Building Code . y_ FLANGE ADAPTOR FRAME •..eC(�lyinlo • RxP;T9Awlna« FLANGE DIMS _I • • • • Ny • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15�V 0 W q rq � Os�`'L4 W H O t �R( p vg2w W o DaOa.`I 04 CD Q W 8m1 f € o g � drawing no. W10-03 f 1/8' ANN. GLASS 1/8' HEAT STREN'D GLASS 075' Intedayer .075' Intedayer Saflex CP With PET Core Saflex CP With PET Core -- BR 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z n OR 090' Interayer 0 n .090' Intedayer Saflex Clear And Color Glass Saflex Clear And Color Glass H Z Chemical Co.' By 'Eastman Chemical Co.' a. S OR'Eastman .090' Intedayer OR .090' Intedayer O p C t� rr33333 SentryGios By 'Kuraray America, Inc.' SentryGlos By 'Kuroray Americo, Inc.' (L µ1 �' O t OR OR trJ Q;NI� 090' Intedayer Trosifol PVB 090' Intedayer Trosifol PVB p eaj By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' M 0¢rc g 1/8' ANN. GLASS 1/8' HEAT STREN'D GLASS Q O.00 N QL ra m ar t/l 0rn K� vJ M1 SILICONE GE 1200 DOW CORNING 899 u M7 SILICONE GE 1200 DOW CORNING 899 Q H o :L 2 0 J ry U / ii -i DOW CORNING 995 /Q \ i DOW CORNING 995 Q £ a / 0 z E9 EwE. y� AT 1/4 POINTS ON LTTL3 kkSS M4 WIDER THAN 36' GLASS TYPE 5/16' OVERALL LAM. GLA55 1/8' ANN. GLASS 075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR 1/4' AIR SPACE .090' Intedayer SentryGlos Kuraray America, Inc.' 1/8" ANN. GLASS OR .090' Intedayer Trosifol PVB By 'Kuroray America, Inc.' 1/8' ANN. GLASS SILICONE m GE 1200 \ M7 ' DOW CORNING 899 DOW CORNING 995 it XL EDGE SPACER �I ST. STEEL BY 'CARDINAL' OR 7. DURASEAL BY 'QUANEW 0 OR ai E9 SUPER SPACER BY 'QUANE W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' a I / 0 a � w AT 1/4 POINTS ON LfTES w M4 WIDER THAN 36' GLASS TYPE W 5/16' OVERALL LAM. GLASS 1/8' HEAT STREN'D GLASS .075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' 090' Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 1/4' AIR SPACE ,090' Intedayer SentryGlos By 'Kuraray America, Inc.' OR 1/8' HEAT STREN'D GLASS ,090' Intedayer 0.70 OVERALL INSUL LAM. GLASS (L.M.I ONLY) (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' h '81' MUST BE TEMPERED. Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D GLASS SIUCONE GE M7 DOWI CORNING 899 DOW CORNING 995 I I.� -� XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR a DURASEAL BY 'OLIANEX' o OR W E9 SUPER SPACER BY *DUANE)(' X w M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Bl' 0.70' OVERALL INSUL. LAM. GLASS PRODUCT MVLSBD u� careplyurg with 9W Fkdk Building Code nretrens i 0 Ay� • • Wxpirsrian '•' • • Mi r F•odup • • •\��1 •• •• • • • •• •••' • ••• •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • v :N '•.W �i « •r 8F rEOF �,((j� drawing` no. W10-03 METAL STRUCTURE FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 9 Q e " G 1 H I � � e FOR SPACING TYPICAL ANCHORS -SEE ELEV. FOR SPACING -------------------- r_ _____ __ __ MIAMI—DADS COUNTY APPROVED I I MULLION dt MULLION ANCHORS I SEE SEPARATE NOA 1� EDGE DIST. I I I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. L—TypicAt ANCHORS _siE4ELEv..mR.sPxvG 1 /4" DIA. TAPCON BY 'TTW(Fu-125 KSI, Fy-100 KSN) t ,(Fu 177 KSI;.Fy-155 KSI) NT'�"1"Bl`iN0'OD 91�CK5°`OR 1V0db STRdCTORE 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED'INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS. (JAMBS) DIRECTLY INTO CONCRETE OR, BLOCKS 1-1/.4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS). 1-1/4" MIN. EMBED INTO BLOCKS. (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ON RETE_AN0,�1J�S^"IRYa�-?�l�I INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS Irc - 3000 PSI MIN. C-90 HOLL/m/rig"BLOCK IQ JAMBS fn 7 200% ISI MIN. PRODU Building � iNcutic • a 0 AeceptnncaN• 1 - ^_. .� t E �PireHon Date WW •� PIiat}1i ads rodltCT — • . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . Z m• C b F� zN fZ C4 �13 o6a'!� vo� 0 a. 0 0'a�Rbit ya, ZN� o 0a CD N C a� drawing no. W10-03 1/4• MAX. BUCK WIDTH 1/4• MAx. FLANGE & FLANGE ADAPTOR FRAME �L SHIM SHIMS o_ O1 _Z � � ; DCHORS ' TYPICAL ANCHORS O q TYPICALORASPALEV. ' Ss S5 SEE FOR ELEV. L CINC H g Z n ' Ms — FLANGE ADAPTOR FRAME c g g OGv',h METAL - ,�4' ci r♦ STRUCTURE o J L O, p 5Z.._.._.._.._.._..___.. __.._.. ..___.._.._.___.._.._.._ .. O',t C R O 0: 11 ry q 1BY L� Z EXTERIOR t WOOD BUCKS __— j z $ j 1 p E1 V11" O Q watcq a D.L. OPG. W � fN N a b 1 /4- MAX. BUCK WIDTH SHIMS TYPICAL ANCHORS E ! N SEE ELEV. TYPICAL ANCHORS W ! R- O FOR SPACING SEE Ems' ! = O v FOR SPACING i I� p w w ........... v 1 1/ Nan in 1 1/4�' © d 0 N to M JA O RY WOOD DU V 3 n WOOD STRUCNR w z IBY WOOD BUCKS N MIAMI-DADE COUNTY 4 l o o APPROVED MULLION & MULLION ANCHORS 1/2" TYP. ky SEE SEPARATE NOA EO u v BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. °1 n T I I Inp1Y6 wUAthekc IlrASie e • • • • � � < m o . 1 3y_ r I 1 o �mi ade Pro9uct _ NO. 7p592 - E •• 1• * ••• — •• • • • • • TE:F �<y�� drawing no. • • • /,a x,' FH. sMs. •.• :• i•• :• ��'�.� G:.�' W10-03 ///1j�j1�\` sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• V t 0 0 13 8 > EOGE DI v^ 1By WOOD BUCK SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL � s N TYPICAL 4HORS SEE ELEV. FOR SPAC14G TYPICAL ANCHORS SEE ELEV. FOR SPACING i TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/I c � n p 22 3/8- MIN. I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING E Q UAL LEG FRAME r� — ---- --=-- — ---�- III MIAMI—DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I I 11 SEE SEPARATE NOA I I I EDGE DIST. 11 II L_ _J TYPICAL ANCHORS SEE ELEV. FOR SPACING MtAMI—DADE COUNTY t TYPICAILNAANCHORS e • < • • 11.. i • 1 • • F( E scp m ith UM rB.ikli.gYC.Sh� • • • i i • i ITT a nTTTi� 0 � If V o�� po�.00 C2g Nq LL ZH— O Q W0�1f F Acceptance No iD7D. • • • • ��` �H o Ezpir�tion Daatli !A • • • ` '�. J�SF •,s' , HYu��(J/ c htiaini pu6e Product ` No. /V, i•"`r_,ii �Z��i • ••• �i � :fit= s � ,e • f • • • • • ' • • �� 4-� '0' drawing no. • •• • .• ., ?hom • • ••er.• W10-03 • ._ .. _r c � • • • • • • • • • • • •• •• • • • •• f• ••• • • • ••• • • TYPICAL ANCHORS FIN FRAME �4" o SEEM ILLUSTRATIVE DTLS. ONLY FOR SPACING EXT. OR INT. FINISHES Eli o NOT BY CGI Z 1 1 /2. HOUSE WRAP TYPICAL. ANCHORS: SEE ELEV. FOR SPACING , v 0 NOT BY CGI Q �] #8 SMS (GRADE 2 CRS) u. OAZ Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ea --- BACKem 1-1/2" MIN. PENETRATION INTO WOOD Q CAULKING Q m 0 M2 0aOG& SS �' KZ w�LL G I I LLWyr j z m J aW�f� o LJ SWEEP LOCK 1 OPTIONAL TO EGRESS LOCK ._. EB AT SILL o 0 n % U WOOD STRUCTURE 1/4' MAX. BUCK HEIGHT tSAX. N QO W ONOT BY CGI B GAP 1/2' MN. F- �. 1/Y MIN. < C E4 O = (V O o = o_ I- ^ m ro W w O to r F 1 Z -0 i On zJ NLZ 3. O - BACKEIrD s CAULKING N Z.)O z 0 _ m s4 t ! HOUSE WRAP _ E6 NOT BY CGI E3 EB on j EXTERIOR o 0 8 m 0838 M9 O.1- OPG. 2 < m u c i•IiALR1Cri�?WSE� • • • 2 14 BACKBm acomplying wwt0e• • • • ``\,t INI//l// CAULKINGildmg (:ode • • • • .ti Ai�f/9s _ o E2 P,El4ptance -( • j J .•���,/ �i I '1 iii�tion Del • 1 �-• �••'.. s HOUSE WRAP l';ami- Pe t.f..utffr7i� = No. NOT BY CGI kXTYPICAL • • • • � TATEtF ORS ••• �� �wi 0-03FOR SPACINGSEE • • • • • • '' ~ I111 I�tl�` ` sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEEM PART B QUANTITY DESCRIPTION MATERIAL V.V M O 0 Z 3 b • F W Z a N 0 PQa U WH LL R{u Q GC Ota'� �% p a c4 gaco Ot'K"zc R LL o =N� _ I f7 tD� A J O N (j r C � p 3 i Mn N o 0 LL C p ONo N u N N M 3 M Z N C Z zW n t'- n 30 -o — O w y U �: 0 R B 01 o a'NB$o •• ••• • • • • • •• - 3� •• IRO • • •` 1 Itlll/ // • ENS'•.• Expiration Date .70592 BT, • • • �f�mi ade PrcdYet ; • 17• : i7 - � 8 drawing no. • `i s '�/; • , orb •• • • • ONAL sheet 8 of 9 ///till IL \1 MANF./SUPPI.ffit/REYARL6 E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JANB 6083-T6 - E4 CGI-103 1 MEETING RAIL 6083-T6 - ES CGI-1 W 1 LOCK ARIL 6083-T6 - E6 CGI-105 1 HANDLE RAIL 6083-TB - E7 CGI-106 2 SASH RAIL 8083-T6 - EB CGI-107 AS READ. 5/i6' GLAZING BEAD 6063-TS - E9 CGI-108 AS READ. 0.700' GLAZING BEAD 6063-TS - Ef0 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E71 CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E74 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E77 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI-362V AS READ. GLAZING BULB VINYL (OUROMLTER 75-50 SHORE A) PVC - M2 CCI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CCI-112 AS READ. EQUAL LEG COVER/SHIM, 3' LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMLTLl2 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EgUN. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUN. M11 W23201 NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON MkM M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUN. MI5 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M MI6 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE NYLON MhM M17 A30730401-32 i/ WDW. CAM LOCK ZINC TRUTH OR EQUIY, M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUN. M20 CGI-125 2/ WDW. SASH CALL (B/T BALANCE) NYLON MkM M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. 146-8 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUN. S2 2 OR 3/CORNER 10 X 1 1/4' LG. PHL PH. SMS. SI'/ST. ASSEMBLY SCREW S4 - 4 WDW. � 8 X 1 2' PH. SMS. Sf/ST BALANCE BRACKET SCREW- - SS - 2/ WDW. 8 X 1" LG. FH. SMS. Sf Sf. SPIRAL B. ASSEMBLY - - S6 2/ LOCK 6 X 1 2' LG. Fli. SMS. 0CGI-133 @CAM LOCK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505 L 1.745 Lu 811 745 T.065YP. 1.015 E12 FLANGE FRAME HEAD Eta FLANGE FRAME SILL 15 E13 FLANGE FRAME JAMB .490 .709- .050 TYP. O5/16` GLAZING BEAD p 1.395� 180 .050 ,06L . (M3 FLUSH FRAME COVER FRAME COVER 2.505 .811 1.245 .745 085 II TYP. 1.015 I- E1 FLUSH FRAME HEAD FLUSH FRAME SILL 2. E3 FLUSH FRAME JAMB .120 -{ .705 I .050I T1P. -^i .864 k E9 .700` GLAZING BEAD 1.449 293 .060 F 1.413 19 SCREW COVER p-.O65 1.550 1.680 .050 4-1.395 E71 NAIL FIN ADAPTER --I 1.007 1- 1.368 IrTyp, 4 '.0152.113 1-1.220 -I E4 MEETING RAIL 1.220 1.043 1.788 .065 TW. 1.015 Es LOCK RAIL 2.195 .892 O65 1.043 TYP. 1,015 E6 HAND RAIL 1.39.5 4� 1.F 05 SASH RAIL FRAME TOP CORNER 1.450 180 C550 .050 E10 FLANGE ADAPTOR • as VENT TOP CORNER VENT BOTTOM CORNER • • • • , S /•1 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i sF'• o see s a k • OA !� -drawing ` na. t6UNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 10100 N W: 25 ami, Fl. 33172 i MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • .... ...... •••••• • •••••• COPE: • This NOA is being issued under the applicable rules and regulations governing the use of const"cj�on materials. The : • • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prod%tQphtrol *eti" to • be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdict""J)... ; • • 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) reservp•ttreght to have this .' product or material tested for quality assurance purposes. If this product or material fails to perforth in tt%,aj;gpted • • ••:. manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel34lavoke,*modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to seudVe, this ' • acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materiai*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. N Series '46.0. Sentinel" Aluminum O_u'tswing GIazed Doors"w/wo. Sidelites -'LAI! APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 ins nectio n at the job site at the request of the Building Official. This NOA revises and renews # 144015.04 d consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval ocumen mentionect a ove The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMbDADE COUNTY NOA No. 17=1226.05 Expiration Dater August 08, 2023 Approval Date: February 22, 2018 f age a i 'y. 4 �7. . 4 �} gyp � . g, yy . � h -P � fF 4 .,AY 4c t '0' i i # -1P * *? * i� ?�[ -* 4 -W �% ,6 � 4 .1- 4 O* a'? 1, CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 0000 1. Manufacturer's die drawings and sections (submitted under files below) . • 0060 • 000000 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors?shvoets 1 thru. of 11 of .• 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03' 1 S,atid lasrrevised on • • • •: • AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. ...... B. TESTS (submitted under file #13-0226.06) • • • • • • ... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading per FI�C'T%S 202-94' 3) Water Resistance Test, per FBC, TAS 202-94(+5.1.0 PSF, sill6,43nly) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5tn Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. 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 Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 1 V x •0, 'L #; * - f . .*, v 4 T 0. -* - �, r + -0 Ott. y , r + -* •--, v �t 4 �. , CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, ...0 prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Java(td, PE,.... 2. Lab compliance and addendum letters, as part of the above referenced•tes; reports. • ...... . ....% G. OTHER 0' 1. This file NOA revises 413-0226.06, expiring 08/08/18. .... • . • • • • • ..... 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/b2 eWoved by RER. ..:..' .. .. .. ...... . . . . . . ...... 2. NEW EVIDENCE SUBMITTED • • 0... . . .. A. DRAWINGS .. .. .... 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door 0�. 4.1S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. • 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Compab):(MA) for their • "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. • • •; • • : •."' • 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Cori V' (MA) far their • "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PEA; .;ore", e��pirirtg on • 4. 12/11/18. ...... ... 0 Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc? for teir "Trosd=@ 00:0*• . • : • Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 0V03tt9. • : .' ...... F. STATEMENTS . • :0066: 1. Statement letter of conformance to FBC 611 Edition (2017) and of no fmancial intuit 0 prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA 414-1015.04, expiring on 08/08/18. 2. Test proposal # 16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prodifet Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIESeSENTINEC—r 0 ALUN[INUm. OUTSWING DOOR W/'SIDELITES APPROVAL APPLES TO SINGLE (X)AND DOUBLE'(XX); LEAF DOORS WITH OR WITHOUT SIDELTES.._:', SIDE UTES CAN BE ON, ONE OR BOTH SIDES OF DOOR. WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER 1MV1I TPATTnM RFCICTANr'F " THIS PRODUCT EE DESIGNED AND TESTED TO COMPLY WITH THE, REQUIREMENTS OF THE 2017 (5TH EDITION), FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE,(HVHZ). 1BY OR 29Y WOOD BUCKS X BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16- ANN. GLASS ` .075- Saflex CP With PET Core By 'Eastman Chemical CO.' .090- Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co: .G90- SentryGlas By 'Kuraray America, Inc.' .090- Trosifol PVB By •Kuraray America, Inc.' 3/16- ANN. GLASS SILICONE DOWSIL 995 DOWSIL 11 99 - uu11 GE-1200 3 m "r uNi 38 I i. N a In ce I I \ cs ! 53 AT 1 4 POINTS GLASS •TYPE 'A 7/IS* OVERALL LAM. CLASS- GLAZING. OPTIONS, , INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP T DETERMINE DESIGN WIND LOAD REOVIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2 STEP 3 FOR SIDELRE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDEUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SWILL APPLY TO ENTIRE SYSTEM. �v < 3/16- HEAT STREWD GLASS .075- Saflex CP With PET Core 8y 'Eastman Chemical Co.' Color Q .090- Safiex Clear And Glass 'Eastman Co.' a'. S In OJ oN INTEFiLAYERS By Chemical .c'... c O .090' SentryGlas By 'Kuraray America, Inc.' a 01 D .090- Trosifol PVB 'Kummy V t N By America, Inc.' 3/16- HEAT STREN'D GLASS put CFOZM B ID d O G SIUCONE DOWSIL 995 Q�, YN�1 tn DOWSIL 899 GE-1200 Q W m LL % 11 to W I \ N f j I � 3 U h C I / n 0IX 53 AT 1 /4 POINTS GLASS TYPE 'B' C D � m 7/16. OVERALL LAM. GLASS $ 3 N , I M pn3 u 3o—n og U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 expiration Date08/O8/2023 By �- Miami-9de, Product Contra i/SIDEUfES ARE RATED'FOR LARGE AND SMALL MISSILE IMPACT. o_ c S Ni W IRS P•NOT• V6JDUIR:• • !• • • • p1 S - - • • • • • • • • c" •• •i •••x•�71 i®®Ll��flri,ri • • • • • • �vP :11•! Sri n fF81 5 yD1D , .5, Np1 o • • • • v • • • • • A •." drawing no. :. . • :. ma's W 13-01 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a /16' TEMPERED GLASS 3/8' AIR SPACE 3/16' ANNEALED GLASS .090' Intedayar Saflex Gear And Color Class By 'Eastman Chemical Co.' r3/16' HEAT STREN'D GLASS SILICSILONE DOW995 G899 GE-12-1200 Z 12 ! I XL EDGE SPACER 1 j ST. STEEL BY 'CARDINAL' OR w \ / DVRRASEAL BY 'QUANEW D \ SUPER SPACER BY 'QUANEX' \ / OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'Cl' I' OVERALL INSUL LAM. GLASS 3/16' TEMPERED GLASS 3/8' AIR SPACE 3/16' ANNEALED GLASS .075' Interlayer Saftex CP With PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 2E � g 38 12 \ I�f 1 XL EDGE SPACER ST. STEEL BYOR 'CARDINAL' DURASEAL BY 'QUANEX' o OR O PER SPACER BY 'DUANEX' \ KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS O W`0FF ON^ �Qj µHw1 O G W M O ur LL O G .al 0 h z z o 3/16' TEMPERED GLASS 3/8' AIR SPACE Q w m 3/16' ANNEALED GLASS 0 .090' SentryGlas s INTERLAYERS_ By Kuraray America, Inc.' N `V 1Oi .090' Troa'dol PVB C By 'Kuraray America, Inc.' d q 3/16' HEAT STREN'D GLASS O r SILICONE O DOWSIL 995 DOWSIL 899 GE-1200 C to \ \ m '$ 30 C-4 n Nnn 38/ \ 12 .I XL EDGE SPACER STT.. STEEL BY 'CARDINAL' o ` O DUR BY 'QUANEX' g p \ / OR SUPER SPACER BY 'QUANEX' U < -j 0 \ / OR KODISPA.CE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS '133' g GLASS TYPE 1' OVERALL INSUL LAM. GLASS c g qqS PRODUCT REVISED - g as complying with the Florida 0 Building Code .-No. 17-1226.05 o expiration oate08108/2023 Bya c o Product Control •• ••• • • • • • •• m' o • • • • • • • • 1 1111t1 frf .. FL�1 5'10JB • \ �• ENS s r � 70592 = k • • • • • .'; • • • • • '• 6 OE• <(/ drawing no. —01 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 42' 2 ANCHORS DOOR FRAME WIDTHd TYPE A', AT STILE 6' MAX. HINGES HEAD/SILL SEE NOTE CORNERS A---�{Ir BELOW n ---'L 1 1 C � /u u 1 1 E: io 0 11 m O �P II II X n 1 II \ III tl Y II\ Y N�4z II \ II \ II 1 1 I ACTIVE - Y/ B ' A 28 1/4' ° u 'B' OR 'C' DOOR FRAME WIDTH ENDS HEAD/SILL HINGES CORNERS SEE NOTE A II- ll II^ BELOW JI I 1 Y II �.1L__ / FLU BOLT C / Y Do 4ET SEEM 11 ao O m 3 POINT LOCK i o SEE SHEET 10 u /V \ II I ACTIVE NAC ' B 28 1/4' 28 1/4' - SEE CHART FOR QUANTITY D.L. OPG. 2 ANCHORS ... _._ _. TYPE 'B' �4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION ( X ) ( XX ) �QQR WGLE.(Y) XX ODRSwLOAD.CAEACPy7- -+-P GLASS TYPE A 'B.. 'C1', 'C2' @ 'C3' FRAME IEAF WIDTH RESIVITf- YPES LOCK SETS INSUL GLASS SPACERS 0 DTH HEIGHT STD, ADA SCH CC BLDW CXL KOO OUAN 37-1/4' 72' 96' 35' ,80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 42'J i'-i/2'- 96"u=39=3j4 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE NOTE: ENGAGED TO HEAD AND SILL DURING PC.1— — NIIRRIr.ANF WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 LOCK SETS: SCH = SCHLAGE CC COPPER CREEK BLD BALDWIN GLASS INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN - QUANEX DURASEAL OUANEX SUPERSPACER DOOR D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 1Y AT STILE ENDS TYPE SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL AUNGESs 4- X 4-1/2' BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35' LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35' LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) Z 0 F g • r q 1= 2 Qa �m ♦t O p p IL O G�� V o�� cy .0 p 0 LL 0 p+ 0-3NK O aW��a LL ZN_ J OAQ to Q W • E F •• ••• • • • • • • U • • • • • • • 111�1111 // PRODUCT REVISED '\PJo,7`05B2 'T as comg�p Ingg with the Florida , 1!7 : l\ r' - $ Ho/el1fo: • •T1-1226.05s • • j� •: I• • -- --�--• • -TiA • �� drawing no. Exp:dllon Dal! 08/08/202S • i y e`a Miam - uc Go • // fill11 1 sheet 2 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 i D.L. OPG. TYPICAL ELEVATION 7 n 1 1165 1/2"IMAX. 42" 81 1/2" 1 1 i \ A II 11 1 Fl11SF♦\B H A A1SH J SEE 11 u �x o SEE 01SbI�ET i N •^�'_/ / -- u n II u u II 1 i I I ACTIVE SIDELITE LOAD CAPACITY - PSF OR STATIONARY PANEL (0) _ S TYPES GLASS TYPE GLASS TYPE Ci" 'C2' 'C" L,MDTH .diFJ . + ING = ELL(+) I INT.(-) EXT.(+) I Kr.(-5 33^ 36" 37-1/8" 1' 42' m, ' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 EEO 80.(I 80. 880.0 80.0 80,0 80.0 -To -0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.O 80.0 80.0 80.0 80.0 80.0 00.0 $0.0 80.0 80.0 30' 33' 36' 37-1/8" 39• 42" 90" 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 - - 70.0 70.0 80.0 80,0 30' 33" 36" 37-1/8" 79• 42' 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 - - 70.0 70.0 80,0 80.0 - - 70.0 70.0 80.0 1 80.0 I!r o �V n SEE CHART FOR WANTITY •. m 3 HEAD ANCHORS'OUWMY, -- _ AL STILE.& MULLION ENDS. ✓f� ANCHOR TYPE u ' •.., SHIM or .A. '8.... C 4 4' 4 G W 0 O 2 M 0 s a H� O p Q W j IJL �j IL Zw_m j mQ Wu. W Q m f F FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 N � m � c i Q L N Z 00 W F- a N 4 C F- N O d -0 cz (0 Q J 37 1/8- 28 1/4" 28 1/4" 37 1/8- '6 Qi T.1 D.L. OPG. D.L. OPG. L. OPG. D.L. OPG. 5 SURFACE APPLIED 4 ANCHORS FALSE MUNIINS TYPICAL ELEVATION TYPE 'e' MAY SE USED ( AN OXXO ) UL pN EdD Him SIDELITE OPTIONS NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. CLASS INSULATOR LIMITATIONS FOR SIDFL RES WIDER THAN 37-1 / " ONLY. 90" k 96" HEGHTS FOR CLASS TYPES 'C2' & 'C3' OUANEL DURASFAL h SUPERSPACER NOT ALLOWED FOR GLASS TYPE '03' CARDINAL XL (UMIT MAX. LOADS TO ±70.0 PSF) SIDELITE O.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY •• ••• • • • • • •• U�o • • • • • • • `Lltall1111/// • • • • • • • • �• �F.F++tt!!•••... 7/i7 ' •iCQ 1 • • • •.�NgF��i a PRODUCT REVISED �N4�l1tEH2 $ as eomplying with the Florida ode - i * o a 3 Building C- b 5 NdkmNo o • • 17-1226050 • 9 • } • Ir Rkpirstlon Sot* 0 • .'.•• T} • '�y�/�: droving no. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DESIGN,LOAD CAPACITY - PSF o SIDELfTE WIDTH INCHES DOOR , LEAF wIDTH INCHES SIDELTIE .FRAME Hac , INCHES 'SIDEIITE TO DOOR MIJUIONF (SEE NOTE BELOW) EXT.(+) INT.(-) 24 80.0 80.0 30 36 37-1/8 39 42 80.0 __.., 80.0 80.0 80.0 - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Soto 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 96 1 80.0 80.0 80.0 80.0 80.0 80.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 STIR�tl� T.O. DOQR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDEUTE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM I DOOR DOOR FRAME 5WDTH SIDE,_ WIDTH FRAME SWIDTH _ WIDTH WIDTH I��'��_I}_ c 01 // :i' K WIDTH WIDTH WIDTH / H J \ C DOOR DOOR WIDTH WIDTH WIDTH / \c ' !/ K \ / �0 ) (OXO )_ _-(XOX) SIDELITE )) DOOR FRAME WIDTH WIDTH J E \ o- MULLION { OXX ) DOOR STILE END ANCHORS t xxD) END ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH WIDTH WIDTH J / E \\ H ( OXXO ) ■ �I NOTE: " GLASS CAPACIIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o o AND FLORIDA BUILDING COMMISSION • • DF.%VA1.QR`s STA=EMENT DCA05-DEC-219 B W • • • i • �1�1Pp gytl����� ' PRODUCT REVISED as complying with the Florida .70592 = FEB 1 5 1Q18 a - a DuRding Cede NOA- a. 17-1226.05 _ _= • • • •'• .•�\� Expiration Data08/08 23 • • • �U �• • ';�S;iFt drawing no. By • • • • •` - . W13-01 Mla a roduct C r • • • 777�- P sheet 4 of 13 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. ANCHORS 71CAL SEE ELEVATIONS _ FOR SPACING ^CONCRETE. 44 O Z z 41 ^ O A 49 1 I I I I I I I a 1 1 I 6 1 I 1 1 I I POUR m & HARDENED 49 I I I HIGH SRiENGTH GROUT I i V- 50G0 PSI MIN. I NOT BY CGI WINDOW 1 MUST TRANSFER SHEAR © , LOADS TO STRUCTURE l i i n LOAD BEARING (SOLID SH us OPTIONAL TO GROUT) �tFSHQTJ) RS EDGE ELEVATIONS SPACING STANDA APPROVED FOR WATER INFILTRATION RESISTANCE PRODUCT REVISED as complying with the Florida Building Code NOA-No- 17-1226.05 Expiration Date 08/08/2023 By L--- MIaI�F-0 roduct Control SADDLE (ADA) THRESHOLD • • • • NOT APPROVED FOR WATER WFILTRATION RESISTANCE 11 OOR DETAILS • • • • • • • LIMIT MAX. DESIGN LOADS TO t70.0 PSF • • • • • • �4"u Z � w q CF FW Zm N 0 g0�.0 N .M.. N O U 'M v'oidg 17 OEM o Q IN OLuz S MW-.i z IL Z0) -o of s Q W M E \�<y' drawing no. W13-01 • •• •• • • • •• •• ••• • • • ••• • • It. 1BY WOOD BUCK SEE NOTE SHEET 1 ASEE WOOD BUCK EDGE DIST.. STRUCTURE METAL ONC •'., a. OTE SHEET 1 EDGE DIST. STRUCTURE U 0 Q Z O 07TMYP 3 K m2 w O So o TYPICAL ANCHORS TYPICAL ANCHORSSEE ELEVATIONS SEE ELEVATIONS HORS FOR SPACING FOR EUEVAM ONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY :ELCO- (Fu-177 KSI, Fy-155 KSI) _MIN.„LFNGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO-CONC9 M BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE '(HEAD) 1-1 4" MIN. EMBED INTO CONC. OR BLOCKS JAMBS 'TYPE B - (Fw177 KSI„Fye153 KSI MIN ILENGTH = 2-3/4" DIRECTLY INTO CONC, OR BLOCKS /4• Jolt.-EMEIE ETE EAD Ll 1-1/4" MIN. EMBED INTO CONC, OR BLOCKS (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE s CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) tlNrn r•nN RETIE nNp' BLOCKS = 2=1/2" MINk INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 4rU MIAMI-DADE COUNTY APPROVED Ij Z m m CUPPED MULWN 1: SEE SEPARATE NOA q ry I II 4rsi ~ t N G `o W X O- 0 U"n TYPICAL ANCHORS O' 0 M 8 SEE ELEVATIONS FOR SPACING 0 IL 0 0 .+ O y t rc QwRLL 3 a O JZZm¢I Q W m f r 3 " 3 C 1 J — O o r, p Lu � a UV c y Ln 3 NN j 0 3 n c z LL c) PRODUCT REVISED - as complying with the Florida ° w Building Code Non -No. 17-1226.05 k >r 5 Expiration Date 08/08/2023 m By M12m'-0ad roduct Control oar � u o • FEB t 5•V 111 , 1 . .. •• ••• •• • • • h �N T0592 u 00 ••• • •• J ��jjdd��ll • • • • Do drawing drawing no. • • : • • • • ',�`Si P' Cam. W 13 —01 DOOR DETAILS ••• �• • •• ,, 11 • j� sheet 6 of) 3 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TYPICA FC NPIC F 1 TORS -10 9 � � •� � � i � � Iluuliii� ��� PRODUCT REVISED FES 2 5 ��AA11pp - C �_ y as complying with the Florida LUIO _ . 7.0592 = a Building Code NOA No. 17-1226.05 *01 Expiration Date O 08/202310 By • • • • • • • • • • '• �• 4/_ � •• �A OF ly � drawing no. hua Da roduct Control DOOR DETA0 • • y'grWQ� • • iilil little` sheet 7 of �j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •'.�EDGE'OIST.' - �.. ... i CONCRETE..CONGREff_• z 44 mx I 49 4 \ 3 N .r_ �rCONCRETE�7\11-SEE °EDGE ANCHORS DISi.TYPICAL ELEVATIONS FOR SPACING I/2- MAX. )AD BEARING. SHIM CONCRETE OR TYPICAL ANCHORS 4' LONG SEE ELEV. FOR SPACING O U o I � S m 3 4G O k ya � A 6 Qf zH � a ge O�� O t oRr v C IT .1 O d O Q o a &o PRODUCT REVISED as complying with the Florida Q' coo N Q W In e Building Code NOAq NO, 17-1226.05 {I, 0 Q = Expiration Date 08/08/2023 j 10 Q u+ of E I- Flo O U By —_ v ml..9ar mduct Control MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING 34 as �10 13 EXTERIOR LEAF WIDTH APPLY SEALANT • • • • • • • • •/ BEFORE MATING • • i i 0 • TI • i see ` •• •e• •• • • 0-04 FES 15 1018 NOTE LIMIT SHIM TO METAL STRUCTURE AT JAMBS Top Sig" 000 • • • • • _ •• S • • -0-go SIDELITE Wig • :a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 592 04- OF ; - drawing 9 no. W 13-01 4& MATERIAL MPG. / REMARKS 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SARA 6063-TO KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-TS KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-75 KEYMARK / SARA 6063-T6 KEYMARK / SARA 6063-T5 KEYMARK / SAPA 6063-T5 KEYMARK / SARA 6063-T6 KEYMARK / SAPA IS) METAL CGI PROPRIETARY I ALLOY. STEEL CGI PROPRIETARY I BRASS BALDWIN 2 BRASS SCHLAGE 3 BRASS, STEEL COPPER CREEK S. STEEL - S. STEEL - S.STEEL - S. STEEL - NVLON CGI NYLON CGI NYLON CGI S. STEEL CGI CAST (ZINC) COI ALUMINUM CGI PROPRIETARY BRASS WAGER S. STEEL HAGER STEEL - PVC PROTOTYPE - ULTRAFAB PVC - AMESBURY - AMESBURY r) ALUMINUM - S. STEEL - PR610 as coo S. STEEL Gulldin S STEEL _ NOA-N S. STEEL - Expiral f.) S. STEEL - 6y STEEL - Miami S. STEEL - ALUMINUM SCREEN TECH NYLON - EPOM DUROMETER BOAS SHORE A ACTIVE LEAF OPERATION OF DEAD80LT ' (WITH KEY FROM THE / EXTERIOR OR THUMBTURNJ EXTERIOR I FROM THE INTERIOR) ACTIVATES THE THREE-POINT L-- LOCK MECHANISM REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEAOBOLT LOCK -DUMMY `-_ � m I �] z h n 1 INACTIVE LEAF 0 N ix pLo N m Li Q Y el 5 0 MGM .o ------ O 4 r 1 C Z 0 n _ _J QW�W {L Z. 0 1 9 z O Q.0E P SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. •• ••• • • • • • •• p yi y withIkeFonda • • • • • i • i Y1 Cod. • • • • • • • • • • J W .....,_ 17-1228.05 • • • • • • • •• •• • • • �••� NSF ' on Date o ari f EB 1 5 2018 )ad rotluct Contra _ • • • • ` 11 �•• • • • •�i <•.• ��. • • • • • • • • • • � • '� if 1111 Y1�AA ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 6 i� Irowing no. W13-01 r UNLOCKED POSRION /1 G-24. 2-IL PNP. PN. 55. L 0.450'(OD). N oN wA D 0.295 (M 5. 5TMSPRIN 0.450'(OD). NYLON w,5N6 TOP MIX ROO'. oOUPINJG Nur (L-5TRE 11T: . ' pFt Lpl 20 Dorm,; n0 w7 COUPIIN( 6ENGM-34 e o� n e a n PRODUCT REVISED as complying wlth the Florlda _ Building Code ..A-No.77-1226.05 o = p u o Expimtion Date 08/08/2023 By MWn a Product Control p p .y • • • • • • • • • 1111\11111/ll// No.7 K, $` a • • • • •• • J F : /ycl wing no. ; • • 000 0' ' • /I^llll�It11111` sheet 10 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U ASiRAGAl 4� 0 O^ 1 n O Z h LOCK 0HACWPJ 5nLt N O % Z 6 � I I j 4a j l Q f a+ Q 0 0 III i I I G�0--0 II I C0gg M O paDos i Q 7 4 N � I N I W li Z Vl _ nl I I i Om_Q W 0. 2 I 47 in II r 0 0 Ci o C N ° o n� w is I n z d 6 aJ ry ACfI/ATOKATORr O It { PRODUCT REVISED as complying with the Florida a s I, j Building Code BOA -No. 17.1226.05 U W w W I i I Expiration Date 08/08/2023 m g $ !� $ I By — �j MiarhDa raduct control iii 0 0 h h o $ o = SI I NOTE: FLUSH BOLT AT INACTIVE STILE j (PARTIAL TOP S�CJI�N 5HOVN, BoTTOM� N: SIMILAR) I • • • • • • • • • \\\II I11I11 ••i • • • • �►•' �sf'•v q jI••• I ••e j FEB1 5 2018 • • •= ••� ,' +� II • • • • OF •.�� drawings no. � UNLOCKED POSffION LOCKED POSITION • • • • • • • • • • •' r 191Ni IAi'i L\\\\` ` sheet 11 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.825 , 1 125 .750 7.590 AGO 10 DOOR FRAME HEAD/SILL .062 1 fi25 F- 1.587 O FRAME COVER ri.587 1.62i�2 10 SILL COVER .465 .075 G) SIDELITE TOP & BOTTOM FRAME t5 SIDELITE JAMB COVER .328 135 .070 .625 .805 —r•245 Y 1.622-�i 1.060 O 14 ASTRAGAL ADAPTER SHEAR BLOCK 4. 10 DOOR FRAME JAMB SIDEUTE FRAME JAMB 10 O TOP & BOTTOM RAIL 5.500�{ oeo 1.828 1.440 4.495 O HINGE & LOCK STILE 13 SHEAR BLOCK PLATE 1 SIDELITE MATING JAMB 125 .500 f�4.000--J 16 PRODUCT REVISED SADDLE THRESHOLD as complying with the Florida Building Code NOA-No. 17-1228.05 e7s Expiration Date 0810812023 .995 .050 BY MI. Da roduct Control O1.184 1� •• ••• • • • • • •• 11 • • • • • • • • • ``11111 i1!lllll GLASS STOP (LAM. GLASS) • • • SEE d• `j �•��FAAF yyrnl•tl • • 0 01\' • A 7q7j% i r 20 of ••• •• • • •�• I i n N 92 _ a .9g5 .062 .050 - $ I• • • • ?� '• A OF � •�� drawing no. 1.1841— •• • • • AAo W13-01 GLASS STOP (INSUL. LAM. GLASS) • • • • • • • I /1111111111� sheet 12 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8\ ASSEMBLY FASTENERS TO BE INSTALL- PRIOR TO JOINING MATING JAMBS TOLE DOOR FRAME TOP & BOTTOM CORNER 46 t ASSEMBLY FASTENERS TO BE INSTALL- • : ffi PRODUCT REVISED as complying with the Florida - `u W3 Building Code C V W NOA-No. 175.05 i o b o Expiration Date 08/08/2023 o^- By Mla roduet Control •• ••• • • •0 00 rossz s •• ••• • ••• •s 11 (Q�� • • • • _J17i7 TE OF .!y_`� • O drawing no. ' • • • ,,nl/4� �� •' • • • • sheet 3 of 3 • ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • t Florida Building Code Online http://floridabuilding.org/pr/Pr—appist.aspx BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts I Pubications i Contact Us ( BCLS Site Map I Links Search d loridrCc- Productvr��in�m Approval Menu > Product or ADDlication Search > Application List r •�Y7 Search Criteria Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL pprove for,use n HVHZ Impact Resistatlt ALL Other ALL .Parch Results - Annliratinns Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure •••• • • gooses •••••• •••••• •GWARe Search • 15Z10.4 •••••• •••ALt• 004A LL• • • ALL• •• •••••• ALL • ALL • 11,, • i••4L •••••• • ALL • • • • • • • •••• Revision Manufacturer P,I`a5stprb fna.,/ Nanya P..lastl6s`Cot' Validated By Status Ryan J. King, Approved PFTvoe L#: FL15210:4 Mod'e13 d. Smooth/Wood Grain/Wfiite.Wood Grain/Rustic/Mahogany Series 0 P.E. (813) Fibe(•glass Door 767-6555 Description: 6'8 "Impact" Glaied Fiberglass Single Door - Inswing/Oufsuving (X - Configuration) egoryd`'x eE`i rlor boors Subcategory: Swinging Exterior Door Assemblies -Approvea ny UtSPK. Approvals oy LWK snap De reviewed and maned oy the Puc and/or the commssion r necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. �.opyiight 2007-2013 State of Florida :: PdvagyStatement :: 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 mail to this entity. Instead, contact the office by phone or by traditional mai. 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 tick here . Product Approval Accepts: ® = ® e09 M Credit Card Safe 1 of 1 = —: ' - -=1 /2 27 2018, 11:56 1 I Florida Building Code Online http: //floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDgv... BCLS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( Contact Us BCLS Ste Map Links I Search db a r P.roduct`'App_rgval Jv,� IUSERi Pubic User dU�+9a YFF2'.t�tm Product Approval Menu > Product or Application Search > Application List > Application Detail `C FL # Version FL15210=R6- 17 Comments Archived 1I J rrodud Manufacturer Plastoro Inc. / Nanya'Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 'Quality Assurance Entitv National Accreditation and Management Institute (Quality Assurance Contract Expiration Date 12/31/2019 lVatidate'd-B Ryarf-J—KiRg—,fE. F7 Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R6. COI a ertI Irate of In a en ence. df Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 .`- _ 7te — - y 20� 1 of 4 2 / 18, 11:56 AM Florida Building Code Online http://Roridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv... G 155 TAS 201, 202, 203 EZ6iVin-Te oYP�odOXt`Sta�da'7d �'Ceitified.By 4Florida Licensed Professional Engineer or Architect FL15210 R6 Eguiv .(a) Egdivalency of Standards.pd Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved c........—..s n.—A.— Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 2005 1994 FL # Model, Number or Name • • • Description • • • • • 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door-••i••• Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.1.pdf 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 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.2.pdf 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 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.3.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 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing Grain/Rustic/Mahogany Series 0 (X - Configuration) Fber lass Door' Limits of Use 1IhStallatl0W1rfstr0CV6ns Approved for use in HVHZ: Yes Approved for use outside`HVHZ: Yes FL15210 R6 II. (b) Inst 15210.4. odf e�ified By-Cy'ndo`ri F—Schmidt-P:E`43 09 Impact Resistant: Yes Created by Independent Third Party: Yes —Design PressGre—FTA Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) .:+. a � •+n. :..,.w ._ 1. ter.. w .�. � -Yv s..�M.. �. - M y} +ia [+ r ...+,. � ,M• -.r K ^fit►' I� iF A a-i-1- +r rx �,p� . ! cxa .. A . .�q ► V z cl ;. ` r ,F 5. p r _ F -v . 2 of 4 12/27/2018, 11:56 AM Florida Building Code Online http: //floridabuilding.org/pr/pr_app_dtl. aspx?param=wGE V XQwtDgv... Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.5.pddf 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 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.5.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door 0000 Limits of Use Approved for use in HVHZ: Yes Installation Instructions • • 0090 FL15210 R6 II (b) Inst 1521(f 6.aef : • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lyndon F. Schmidt(. P.E. 43409 • • • • • • • Created by Independent Third Nt?y; tees Design Pressure: N/A Evaluation Reports • • • • • • • Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210J.odf • • additional use limitations, installation instructions and product Created by Independent Third Party,, PCs : • • • • • particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass SAgle Door - Outswing•('X - Grain/Rustic/Mahogany Series O Fiberglass Door Configuration) • • • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions • • • • • • • FL15210 b Ins �7. Qf • Verified By: Lyndon F. Schmidt, 17.43409 ; . • • • Impact Resistant: Yes Created by Independent Third Party: Yes • • • • Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.8.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 15210.8 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.9.pdf 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 15210.9 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.9.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI5210 R6 II (b) Inst 15210.10.pdf 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 15210.10 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 3 of 4 s "12/27/2018, 11:56 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgv... Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes 000000 Design Pressure: N/A Evaluation Reports • • • • • • Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R6 AE U Eval 1521,12!odt additional use limitations, installation instructions and product Created by Independent Thir0d Party: Ye s : • • •: • particulars. •••••• • 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass $igg"Door witti Surf*e Bolts Grain/Rustic/Mahogany Series O - Outswing (X - Configuration) • • • • • • • • Fiberglass Door • • • • • Limits of Use Installation Instructions • • • • Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 1521(1.131A • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidtk•RL•.�409 • Impact Resistant: Yes Created by Independent Third tarty: Yes • • Design Pressure: N/A Evaluation Reports •••••• Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R6 AE (b) EvaI 1521.13,AL • additional use limitations, installation instructions and product Created by Independent Third Putt: Y@s • • • particulars. • • • • • 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series O on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.14.pdf 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 15210.14 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTr" an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.15.Ddf 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 15210.15 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.15.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: 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 mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 here . Product Approval Accepts: ® Wfl eC ® _ Credit• Safe securimm ETmcs- a'. v-•W ��M. 4 ..rw- �� "e�W O rear �� +��:-.01•. �il� 1M 'M. .+M �'r1 �•/�tli .M+ W �wy1V � ...�yr .. '-y.. - ' "> + _ .. -,4 4 of 4 12/27/2018, 11:56 AM R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acgwgl! fmancial inWrest in the company manufacturing or distributing the product or in any other entity involved in tfie:. • approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 August 1, 2017 R:\A - A Product - Job - Lab - Llsts\A - Florida - Product Approvals\Florida Scanned Postings\Place Holders\Certificate of _ lndependence.doc Sheet 1 of 1 y�y � •M�-.aP�-�1►+r�'IY +1+ rO. --•Ni .�r`�M �. 4M kF +�M 4.��}},,, �'M� ' g`.�'j``'"''-�'�. ). 'h�nh �u!7!!e. ..,w, wW L �i .M M rV.. 4►-"Kfl.w tik .u_4LM.r►_ 74-1i� .fir /s.,i� ,i�4-., LO„ _ - R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 August 8, 2017 • To Whom It May Concern: • • • • • ... . . ME- l"V iva en f s-j .... .. ASTM D 635-98 Equivalent to ASTM D 635-10 • The products referenced in this Product Approval have been tested in accordance with AS1•P61 D•635-93. dt bgs been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-98 lose • • equivalent to ASTM D 635-10, which is the reference standard and year that has been adopted by the 6"' Edition (2017) Florida Building Code. ASTM E 84-05 Equivalent to ASTM E 84-13a The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM E 84-05 are equivalent to ASTM E 84-13a, which is the reference standard and year that has been adopted by the 6" Edition (2017) Florida Building Code. ASTM D 1929-96 Equivalent to ASTM D 1929-12 The products referenced in this Product Approval have been tested in accordance with ASTM D 1929-96. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 1929-96 is equivalent to ASTM D 1929-12, which is the reference standard and year that has been adopted by the 6"' Edition (2017) Florida Building Code. ASTM D 2843-99 Equivalent to ASTM D 2843-10 The products referenced in this Product Approval have been tested in accordance with ASTM D 2843-99. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 2843-99 is equivalent to ASTM D 2843-10, which is the reference standard and year that has been adopted by the 6"' Edition (2017) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmid P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 6"' Edition (2017) Florida Building Code. $b.1%11119101. / t,1= Pa . Y ` s� Lyndon F. Schmidt, P.E. No3409 FL No. 43409 g ' 1-7 o CA No. 9813 13 STATE OF aG •. ®o�ere` 0 R `�Q ;a. t r 14; — a V4.01 1# t � p t 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door 4 1 INSWING / �0�J�TS�A -MG 3 rr ' DiSJ�/�l.I3XlJ GENERAL NOTES z 1. This product has been evaluated and is in compliance with the 6th Editto.7(2017) Florida Building z Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). - 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. _ 3. When used in the "HVHT' this'product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. a 4. When used in areas outside of the "HVHT'requiring wind bome debris protection, this product j complies with FBC Sections 1609.1.2 & R3012.1.2 and does not require an impact resistant covering. O This product meets missile level'U' and includes Wind Zone 4 as defined in ASTM E 1996 and FBC E' Sections 1609.1.2.2 & R301.2.1.2.1. ao 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. Outswing configurd ons meet.water infiltration requiremen or II o er confguraf6ns do not meet the water intltiation requirements for the "HVHT' and must be iristalled'only in non -habitable areas or at habitable locations protected by an overhang or canopy, such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION DESCRIPTION 1 Typical Elevations, Design Pressures & General NotesHorizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 3-point lock details 3 Lite frame details andglazing details RSHEET 3-point lock details 4 Horizontal &Vertical Cross Sections (2X Buck) Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (1X Buck) Components 6 Horizontal & Vertical Cross Sections (Direct to Masonry)Bill of materials 7 Vertical Cross Sections (Thresholds) l.. 7.50 MAX: OVERAL I FRAME WIDTH 0 •• ••• • • • • • •• ONFIGURATI . •ter • .11. OtMENION ip I xPrtESS#1!1E P,OSlfVE NEGATIVE x .. J7Y.82.6; 75.0.,, r -7f.0 ' i See sheets 2 & 11`154arclibre %cl lit ftbme Q.esign pressfre IimitatiOns • • •• • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 u.e N.T.S. c. rn: JK s. rN: LFS kwm NO.: FL-15210.4 er 1 of 13 i FF 0. � � I .. a . a � e• ��, .. a a . 11 CAP (PVC) HINGE STILE (LVL) EXTERIOR INTERIOR I— 1 HORIZONTAL CROSS SECTION 2 35.75' DOOR LL WIDTH e 2 2 03 3 - e 0 O 2 /� SEE HARDWARE )� TABLE SEE HARDWARE l TABLE O� A 40 DOOR PANEL hpF1 �B 28 " - s CAP (PVC) LATCH STILE (LVL) HARDWARE TABLE + - MAX DESIGN MANUFACIgRER MODEL PRE$SURE S .:; KWIKSkT KNOB: SIGNATURE SERIES +. %5 DEADBOLT: SIGNATURE SERIES (980) SCHLAGE KNOB: 7F" SERIES (Fit). i, ' I 75. DEADBOLT: 115"-SERIES,(B60/62) _ PAMEX• LEVER: FL3B SERIES . 75 .DEADBOL*: FDZSERIES. l HOPPE MULTIPOINTLOCK: HLS90003-POINT TONGUE #50 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3-PT) ± 75 See sheets 6 and 7 for multipoint lock details. TOP RAIL (COMP.) e :e. INTERIOR 11 1 1 1 EXTERIOR FIBERGLASS SKIN •. (0.125' MIN. THK.) ° FOAM CORE (POLYURETHANE- , • �y 1.9 PCF MIN.) BOTTOM RAIL • _L • •(COMI!)• • • • • • • • • .. .• 2 VE n CROS nO • •j • • • • • • • • • wee • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2. e':0 �a 01% /••• y. on 6,O m .. ��` m 1111\ \\`` Z ao i N ` � v z 0 °c o o� 9_ W p o a v � an 6 E 9z 'u cw UD Zp p �N m 2 � N a (LE cr o cc O a :61:1�1 1 1 i N�Q j- p ' N N ^ O p e02 i6 12 z M N.T.S. n BY. JK m % BY. LFS 3 rc .M7NG NO.: N FL-15210.4 0 N Fr of 13 lot 24.27' MAX. F FRAME WIDTH 51W GLASS BITE 20.50" MAX. STRUCTURAL SILICINE (DOW 995) 1 D.L.O. WIDTH A3 EXT ••• g 1" OVERALL GLASS THK. ' `~ 1.86" -- �i > � U 1/8 ANNEALED GLASS c`$ 1.86" N ;r;.... f� b O �� 0.090"SAFLEePVB Iltt� INTERLAYER { IN = 1/8" ANNEALED GLASS AIR SPACE \V\ w x 5 1/8"TEMPERED GLASS t (nPJ FRAME FRAME Aq .pi ALUMINUM SPACER A3 EXi INf oqp NON STRUCTURAL SEALANT X A4 #7-19 X 1-314" PPH SELF -DRILLING SMS INT. S1 N3 � • Gl GUWNG DETAIL. 1, 4.2S' ' (TYP.) ODL UTE FRAME 24" MAX. FRAME WIDTH 20.7S' MAX. D.L.O. WIDTH FF x 1 O LL o O v WE FRAMEABLE to I L (TYP) 0 RSL LITE FRAME 'MAX. DESIGN r MANUFACNRER PRESSURE S 3: ODL ± 75 RSL ± 60 EXT. 1IT GLASS BITE 1-114' OVERALL THK. GLASS 1fir ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1IT ANNEALED GLASS AIRSPACE I� 1 /8" TEMPERED GLASS 1/7' N- NOGROOVE SWIGGLE W/ DELCHEM#80 POLYSULFIDE 1/8" BACKFILL A6 #10 X l�/4"PPH WOOD SCREW INT. G2 GLAZING DETAIL STRUCTURAL SIUCINE (DOW 995) 1.59" -� 1.06" a 0 is • • • • FRAME EXT. 1IT GLASS BITE 1-114' OVERALL THK. GLASS 1fir ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1IT ANNEALED GLASS AIRSPACE I� 1 /8" TEMPERED GLASS 1/7' N- NOGROOVE SWIGGLE W/ DELCHEM#80 POLYSULFIDE 1/8" BACKFILL A6 #10 X l�/4"PPH WOOD SCREW INT. G2 GLAZING DETAIL STRUCTURAL SIUCINE (DOW 995) 1.59" -� 1.06" a 0 is • • • • FRAME A7 SCREW CAP AM. ALINT.M • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • W =dro mC. O in z UN•• o Z Z U m to 3 cm N M 7 2 L m ma 4 cc; oZ 9 �d om. N.T.S. 2. BY.. JK c BY: LFS WING NO.: FL-15210.4 E; 3_ GF 13 F,1 1-1 EM I nvlclwrvlAl. �.Icwa acwwi. 4 Oulswing shown (Inswing semi ar 4 Outsving shown (Inswing similar( (41 MIN. B. (TYP.( C EXMIOR' • • • IMTEFNO. RflCAL C O S SECnON • • t{ utswing Sho (I s g sim6 • • • • • • • • • • • • • • • • • •• •00 •• •• • • t�� L F ••• • • • • ••• • • Lee: • • • • •• •• ••• • • • 009 0 • �ITIm7T% `jC/V. � Q.• N � r Z �y; �•y: rz u °i• 2 a ap o U N •; Z \ v c7 oi{ v E Z0 Wa maa� a� ,Z X �w old u H V En 0 Ln N.T.S. ;.Irc: JK L BY.. LFS wwc NO, FL-15210.4 FF ¢ OF 13 INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION Shown w/ 1 X sub-Iwc c / $ Outswing shown (Inswing similar) 2 HORIZONTAL CROSS SECTION $ Shown w/ 1 X sub -DUCK Outswing shown (Inswing simPor) NE * 4"• Zy5 O� o 0 (( /fill 1111 O n Z U N •• Z 0 Z U °n Em g m o a a u a p c y"� maaf° ' a c o G OZ 9 C, 0 c Y a) ° O ow U :. 1 w nv �A a a > > u z 3 VERTICAL CROSS SECTION $ Shown w/ 1 X sub -buck • Outs: ii gsh awn invM%q simillgr) • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • of N o< n M z o O O N a17E:02116112 z p SCALE N.T.S. owo. En: JK m' • • • • • • • • • • • • • • • • • •• 0 •• •• •_• aac. er: LFS ; FL-15210.4 a smm7 5 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • k INTERIOR EXTERIOR eHORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswiing shown (Inswing similar) CMD. I I T r.1 2 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing shown (Inswing similar) � Q• to i AV ._. T. yy U n Z 410 o a •i ,•,. n \ F •� N ••........ \\\ J 1 m NN lilt%% M ��\\\ Zp M- 0. paj VN •• x0 V Z O ze Ng . =T VV a t maa(°. a 0 E 9z Li o° 3 d 1 (ner OZ UO to Et ai p20 �Q Zz Ia� o Nc> o > > Z 3 VERTICAL CROSS SECTION 6 Ibwrl Died to %4sonri • • • • w Q J � Outswing•hown (4-*g 1-14) • • � "' • •• • • • • ••• • _ aG °+^z ••� ••• DATE- 02116112 z ••• ••� i ••• sme N.T.S. 5 owc. er: JK m •• ••• • ••• ••• • cwcat: LFS 3 • • • • DRAWING NO-' • • • • • • • • • • • • • FL- 15210.4 a a • • • • • • • • • • • sNEE1 6 OF 13 N ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E)YVIII'CAl CROSS SECTION Outswing contirguration ZZ ri ON •: y o U o Z J 90°Ocw o g o o o. ut� made acz° = EXTERIOR INTERIOR o , •• ••• • • • • • •• • 3 A[CIIDSS S�FM •7 InsVngcomfigwti%n • • • • •• •• •• • • • •• •• ••• • ••. ••• • • • • • • • • • • • • • • • • • • • • • •• • •• •• • • • • •.• • • • ^RZ K • • • • • • • . • • •. tiR4 1. �' • e 02116112 i +E N.T.S. 5 er: JK m ar: LFS ; MM No.: K FL-15210.4 0 Er or 13 0 t z MAX. m 1.26' u3 MIN. L "J P EXTERIOR W INTERIOR 5 VERTICAL CROSS SECTION g Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Q INTERI 1-114' MIN. v EMB. (TYP.) EXTEI R 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION g Shown Direct to Masonry g Shown Direct to Masonry r Outswing only w/ 4-9/16' Jamb Outswing only w/ 4-9/16jamb !h I_ MAX. 2" MIN. 1.5' MAX. EXTERIOR r//�'"-'- INTERIOR 6 VERTICAL CROSS SECTION B nry Outswingwn ronlyw/6.9//166 jamb INTERIOR a inM onmz° \ UN •• 9 a ■ Z O z U Q� [ °a 9 0 `o a maa� a� a 6 E iz �o zo KN d a m JW a_W d� E �N 7 2 Q =0 0- a Dd_,�,�V_F • •• • • • PROR • • 1-1/4" MIN. • • • • EMB. (TYP.) • • • • • ••• E • • • • M 1-1/4" MIN. EMB. PP.) N ^ Z — 02 16 12 MALE N.T.S. 3 HORIZONTAL CROSS SECTIO • • $ Shown Direct to Mason • • Outswing only w/ 6-9/17jamb • • • • • • , • • •• • 8 • •• HO QNTA� CROSS SECTION ShowrT��Ir aTA Masonry Outswng or*/ wl 6 9/I6'jamb •• • • • et: JK CHK BY: LFS uwx,Ho Hoa FL-15210.4 SHEET 8 of 13 , ••• • • • • ••• • • • •• •• • • • •• •• {Sc� t,4E r ••••• •••- `` * cjn _ W. O, a U N 1< 0 Y� Vz oZ� Ew omo 0 Q�g t`1$ �p oa. a. Wv J L 1v/of] O in a E V oZ 0 2XBUCK 58 2 3a 1XBUCK G 0 ([��J DIRECT TO M 4 MASONRY elf ¢ 23 � Y �� m � w o _ Om a 2XBUCK $$ �I o n 22 HOPPE MULTIPOINi LOCKSE7 c 1 X BUCK G 25 a O _ HI59000"0 1'Tongue" K a "0 •'* DIRECT TO M MASONRY Y Y } m ►i I 17 Fes— I 2X BUCK 58 IXBUCK G � nv N N DIRECT TO M 23 z MASONRY '�'� o 22 _ 0 1T �� l� m C V3 a ai O STRIKE JAMB c'ty _ _ • • • • • • • • • IT • • •• ••• • • • • • •• • • • • • •• DAM 02 16 12 i N.T.S. ° O° 0". er: JK m' 23 MULIIPOINT5IRIXE PLATE 25 LATCH AND DEADBOLT STRIKE PLATE: • • • • • • CHrL ar. LFS 3 wenw�ac NO.. w longue system • • • • • • • FL-15210.4 MANUAL RAISED TONGUE GEAR SYSTEM • • • • i • • • i sir s or 13 . . . • . . . . . . . .. .. . . . •. .. ... . . . ... . . MASONR' OPENING 2X BU n � ram• 1 TYP. HEAD a� r & JAMBS X �L BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the carersmaybe adjusted to maintain the min. edge distance to mortarJoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be GOAted to maintain the min. edge distance to mortarJoints, additional concrete anchors may be required to ernuxe the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN.CLEARANCE - MIN. CLEARANCE TYPE „ SRE EMBEDMENT TO MASONRY EDGE TO ADJACENT.: .. ANCHOR . IOW. • 1/4".."..... 2" 4" TAPCON ELCO ULTRACON R o 3/IV 1.114' AS SHOWN TAITwON PC 1. WOOD SCREW INSTALLATION NOTES: Malntoln a minimum 5/8" edge distance, Vend distance, & I"o.c. spochg of wood screws to prevent the spfifftrg of wood. STRIKE JAMB 2X BUCK 1 X BUCK DIRECT TO MASONRY 4-9/16" JAMB p DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 8) DYN SEE HINGE L 2X BUCK °o DETAIL (TYP.) G 1X BUCK DIRECT TO MASONRY7 MASONRY OPENING TYP. HEAD & JAMBS FRAME J< ti U 4-9/16" JAMB M ^6-9/16" o 2X BUCK JAMB N DIRECT TO MASONRY _ JAMB (TYP.) — (SEE SHEET 8) ADA SILL ONLY ,_ LATCH d DEADBOLT DETAIL FRAME ANCHORING Masonry conslrucilon DIRECT TO DIRECT TO MASONRY(M) MASONRY 1XBUCK XL 1 X BUCK2X BUCK 2X BUCK DIRECT TO MASONRY I BUCK 2X BUCK HINGE JAMB DIRECT TO MASONRY M 9 I BUCK G • A&U4 _ •• • •• •• • • • liil • ••• ••• 0-4 ZVI— UGE 117AIL• • • • sKINOE�DETAI—L • • Inswlpg • • • • • • "il"""'y ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :a=z 0:2=—ern C; z rill 11111 % Z O O on m Z O lV •: \1 1 v Z p Z V � M 9o0a maaL a c° oZ B sW S 3a O z K cr O O = Z Lu w a� V) o o Ic ca � m a 55 z w N orQ f n "s0 O N ' Z G MTE: 02116112 sr r- N.T.S. ` DWG. Ix: JK CHx. er: LFS 3 DlavnNG No.: FL-15210.4 c sHEET 11 or 3 • OUTSWING THRESHOLD 30 DLP (QOSR) OUISWWG THRESHOLD 32 DLP (QOSH) OUTSWING THRESHOLD e al (Z-Seres) gINSWING THRESHOLD 36 'dura (Z-Ser es) 7'-- EO I ' VVA. a � m n % �2.44" � 2.13" ---�-i U N •: no 10 Z ` .. ✓ O ll % l V Z o = U OUISWING THRESHOLD POLY PIBER JAMB \ , v = 1 o g m w Columbia High Dam (SBI) Plaslpro V a �' m a a E w 6 E 0ZEn CLd ^K, v , 4.7" I Zg Z 31 OUTSWING THRESHOLD ' Columbia (57S) 2 WOOD JAMB w o N V � o 0 k a 5.63" a 2.OW > ; � o 0 10.57' H N N V 38 INSWING IESHOID l tME�STRIs 8 DOOR BOTTOM SWEFP Columbia 00 55 o_ a 4.56" — in r h w oos Z �• • • • • • • f ••• • N� • • • • • • DATE. 02 16112 ScAm N.T.S. INSWING THRESHOLD 29 ADA THRESHOLD DM ei"' JK 37 GL,6 ••• • ••• ••• • CHYB'' LFS DLP (6CS) • • • • • • • DPAVANG No.: • • • • • • • • • • FL-15210.4 • • • • • • • • • • •• • •• f• • • 9MIOr 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y u z p rP t v d �r � a, o 0 $ S12 tF N _ o r I� { !< 19 i� ( °� In c+� _ i yy `\ �+�a •• ••• • • • • • •• • • •• • • • • • • •• • • • • ••• • ••• ••i ••i ••• i i ••• •• ••• • e•• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • � ''ci Mo \\ It >>Ma U N •• z E m z m a chi � 0 0z =w o �d of j. f r 1 x o zo o a�m 0 a g m 4 ji Q o Ia a m Le ^ a N N W W o 0 o 0 cn z O �i rr Nip N�Z o DAM 02 16 12 scm , N.T.S. um BY.. JK cmfff.. LFS MAWN0 NO.' FL-15210.4 sx�r 13 oc 13 BILL OF MATERIALS rr�,u r �scRrrnorr nu>Exra� A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4"MAX. SHIM SPACE - D 1/4" X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16"x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR fryV CONCRETE SCREW STEEL K 1 /4" X 2-1 /4" ITW CONCRETE SCREW STEEL L # 10 X 2-1 /7' PFH WOOD SCREW (l .l S' MIN. EMBEDMENT) STEEL M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 314" PFH WOOD SCREW STEEL 22 3 POINT'TONGUE" MULTIPOINT LOCKSET (Mfg. BY HOPPED STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 2g DEADBOLT STRIKE PLATE (SECURITY) STEEL ADATHRESHOLD ALUMOUTSWING Ell THRESHOLDALUM/WOOD OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS - 55 #IOXI-1/7'PFHSCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL t O I I I EGRESS OG BEDROOM i BATH n AN Popy - - - - - - - - I 26 I 2A FAMILY ROOM I EGRESS OG 26 I I B* I BEDROOM LIVING ROOM J OH BATH I I FOYER O BEDROOM O EGRESS AO FLOOR PLAN SCALE: 1/8°= 1' N �'j 1 cl I- Ar-`R'?V1=D pY SCOPE OF WORK GENERAL NOTES •ALUMINUM HORIZ-ROLLER WINDOW ...IMPACT RESISTANT •ONE STORY STRUCTURE (15' MEAN ROOF HEIGHT) BY CGI WINDOWS & DOORS ...NOA: 17-0918.09 EXPOSURE: C DA7-E *ALUMINUM SINGLE -HUNG WINDOW ...IMPACT RESISTANT • WIND VELOCITY: 175 MPH BY CGI WINDOWS & DOORS ...NOA: 17-1018.08 KID: 0.85 • O NOT PART OF PERMIT I � � KITCHEN I I GARAGE I I I I BATH & W.I.C. DINING ROOM I I I L— — — — — — I O BEDROOM EGRESS AO O REVISED ON: SCALE: SHOWN E TENT: & DOORS EMENT *ALUMINUM FRENCH DOOR ...IMPACT RESISTANT *FLORIDA BUILDING CODE 2017 •• • BY CGI WINDOWS & DOORS ...NOA: 17-1226.05 • • • • • • •ASCE 7-10 WIND CODE •s �• • FIBERGLASS OUTSWING DOOR ...IMPACT RESISTANT • BASED ON TRIBUTARY AREA AS SHOWN • • BY PLASTPRO ...NOA: FL-15210.4 • • • CONTRACTOR TO VERIFY DIMENSIONS • • • • • EGRESS REQUIREMENTS.• MIN/MUM CLEAR WIDTH.• 20" INSIDE INTERIOR FINISH INSIDE INTERIOR FINISH 1" X 6" P.T. WOOD BUCK (No.l PINE) 1"X 4" P.T. WOOD BUCK g* (No.l PINE) 1 /4" X 2-1 /2" ULTRACONS AT 4" FROM CORNERS AND 7 1 /4" X 2-1 /2" ULTRACONS STAGGERED 8" O.C. ALONG AT 4" FROM CORNERS ( THE 1" X 6" P.T. WOOD BUCK. ( AND 8" O.C. ALONG THE i" X 4" P.T. WOOD BUCK. DOW CORNING SEALANT (CCS) ; DOW CORNING SEALANT (CCS) o v . CONTINUOUSLY APPLIED @ BACK w CONTINUOUSLY APPLIED @ BACK Q ", ( & PERIMETER OF WOOD BUCK. o z M Q • .• '. ,. V & PERIMETER OF WOOD BUCK. z� z� STUCCO FINISH STUCCO FINISH OUTSIDE EXISTING CONCRETE OUTSIDE EXISTING CONCRETE SUBSTRATE SUBSTRATE 1" x 6" WOOD BUCK INSTALLATION 1" x 4" WOOD BUCK INSTALLATION (TYPICAL) SCALE: 3"= Y (TYPICAL) SCALE: 3" a • ••• ••DO cvr • • • W LU • • W. •ZZ cr 0*4 O W J LU ZO Q NO 1-0 Uo O Q U :�E SHEET: 1�1 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED JU 16 019 BY: FBC 2014�7� Master Permit No. W S - 01- I q -I ?-2- Sub Permit No. ❑ REVISION P EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `CAD QP N 6 I O-2- Sfre--jr Folio/Parcel#: . ()S(P 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): R A M P(_D 1Pe C (-1 Phone#: Address: 9152_ burl po) r\+- go City: MA CA_VVI I State: k--( 0-l') AC:(_ Zip: 53 / 3 -% Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ijb r ricU-vv� w %AAoL) SLre_Qyl Phone#: ?5DS-23 SS t ) Q Address: 95515 S Lk� (29 +� V Cti.CT�— 1 City: l_ `i Ct_VV 1 State: T r I QCl Zip: T>3 (5u Qualifier Name: r�OVILLVnyAfL0 At - .1Q.W&t Phone#: Q G State Certification or Registration #AC C i i C 0 B Certificate of Competency #: 7 S O cz DESIGNER: Architect/Engineer: �Q�r)< , `�QQti �/� Phone#: Address:/ S- 4 90 S W 6 O j� V�--� City: ("L,' O� to t, State Zip: \� / Value of Work for this Permit: $ 2-2- i L+00. 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ®Repair/Replace Description of Work: ?_eDkctce_ w i-yuAcw S ow -,-A 4iA o rS Specify color of color thru the: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ : t S - QtZn� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWN1 or AGENT The foregoing instrument was acknowledged before me this 1 V, day of �-% 20 (0 . by who is personally known to me or who has produced DRJ LtO WC8\ identificatioAand who did take an oath. NOTARY P Print: 1f N AJ1 t, Seal: SINDIA ALVAREZ MY COMMISSION # GG 238273 •o. •.FOF F ;°;' t30nded Thru Notary Public Underwriters APPROVE Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of ) 20 by �wh personally known to me or who has produced d i.,,_ as identification and who did take an oath. NOTARY PUBLIC: J�PPY (, i MAHER SHAGRA P Sign: ,_ a -Notary Public _. o Print: Q a`c C is iExpires oe. Seal: ************************************************************** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014)