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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: PERMIT#_ I tACS-7 -O II I REVISION FEE: RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION ' 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION i 1. LOCATION/SITE 1 n n IA ADDRESS: 4IW A A u n 1+ 12)a Pl P i e tr�,� , FL 'Aq9 urel 2. DETAILED DESCRIPTION OF PROJECT REVISIONS:Otm+nmer vqcxr).+ +o add r i xeci w{i nciow Qnci f 2�) s iY1Qi w "L th('T w i ndc uo s- 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#: cl�J i0 BUSINESS NAME: QUALIFIERS NAME: icA Lf-v'pca - ADDRESS: ?�6-10 ikie AAWN CITY: 9+UCQYt STATIE: ZIP: 549 -7 PHONE(DAYTIME): -17a-at-Se•at-Asg FAX: --7a- agi,-c4to\ 4. OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 KEVJ Advanced Architecture & Planning LLC Architect & Planning 4929 S. Indian River Drive Ft. Pierce, FL 34982 (772)631-5709 Windows & Sliding Glass Door Replacement Certification: January 9, 2017 Bill Laprade Glass Professionals Stuart, Florida Cell: 772-745-3459 Email: glassprofessionals@gmail.com Project: (2) Picture& (2) Single Hung Windows Replacements: Ciccaiane Residence,Treasure Cove Dunes,4,100 N AlA Apt 132 Fort Pierce,FL 34949 Dear Mr. Laprade: Please know I personally completed the wind load analysis for the picture & single hung windows, NOA's, 15- 0512.15 and 15-0512.10 respectfully both by CGI, Impact rated aluminum. Picture window: glass Type 2, with 1/4" diameter tapcons, 6" from the corners & 17" o.c.'maximum with minimum 1.5" embedment in to concrete of filled CMU for the picture windows and Single hung: glass Type A or Al, with 1/4" diameter tapcons, 5.5"from the corners & 10" o.c. maximum with minimum 1.5" embedment in to concrete of filled CMU. I Using the ASCE7-10. The following parameters were used: Window heights is less than 12 feet; Exposure D;Wind speed 170 mph; Enclosed Structure, wind zones 4 and 5; When taking into account the external and internal pressure coefficients and adjustments per the ASCE7-10, the resulting and governing applied wind pressure comes to +49.3 psf/-54.1 psf for the governing Zone 5. I With the tapcon type, spacing, edge distances and embedment and window installation completed per the respective NOA's, the allowable loads of+/-66.6psf for the picture window and+--75psf for the single hung, both exceed the applied loads in this application, and is acceptable to this office. It is recommended that all fasteners be of high quality stainless steel. j If you have any questions,please con me at any t me. Thank you, - Ra " y, B.arch.Sc.,M.arch, AIA, NCARB, LieA AR-0017475 GLASS Inc. Specializing in Custom Mirrors • Shower Doors • Table Tops o 3ff'x 7Z" c x3(o„ �+t®a N AJA Apt 132 S � 3570 S.E. Dixie Highway • Stuart, Florida 34997 • (772) 286-0459 Fax: (772)286-0461 2r M IAM I. E MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3i,5-2590 F(786)315-2599 NOVICE OF ACCEP'T'ANCE (NOA) www.miamidade.¢ov/economy CGI Windows&Doors 10100 NW 25`h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall-not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw.. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami'Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted 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. VERMINATION 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 userby 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#140915.06 and consists of this page 1 and evidence pages E=1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0512.10 MIAM[•DADE COUNTY Expiration Date: September 22,2020 4 B%�} Approval Date: August 06 2015 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(b 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. RTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted ander NOA No.10-0510.11) Manuel Pe .E. Product Contro za ner NOA No. 1210 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows& Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5« Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 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. 14-0916.11 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. 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-5t'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-008070101-10,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. Manuel P.E. Product ControExa iner NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/8' 52 1/8' 52 1/8' [� U v FLANGE WIDTH BUCK WIDTH BUCK WIDTH o 47 7/16' 47 7/16". 47 7/16" m 3 D.L.O. (FIX. LITE) FALSE MUNTINS D.LO. (FIX. LITE) FALSE MUMINS D.L.O. (FIX. LITE) Z m 20 9/16' (SURFACE APPLIED) F20 9/16" (SURFACE APPLIED) W 6'MAX. MAX. *# OPTIONAL 5 1/2"MAX. ** OPTIONAL 20 9/16" f.w MAX. 5 t/2'MAX. MAX. ** 2 n a HEAD/SILL A HEAD/SILL HEAD/SILL. A7 HEAD/SILL I HEAD/SILL HEAD/SILL p o 0 CORNERS 4 CORNERS 6 C CORNERS O O 0 G II II II II � it II �� D II II � II 11 II II C u u u u I n on 8 < 5 II /, II In `v ❑ /_ II m a II II In W n OII / II I n J D1 II "/ ii vo n p D2 II / 11 CN 0 N 0 4 li ii 0 6 6 li i. O 7 7 FI JOMQJ Ei nW n,l n nFL n o =====TT== ---Tt===== — n j p II tl �m c II II m n n II II m " c 4 it li �^ 61 it li 7 II II e o Q tj O W m FALSE MUNnNS ¢ Tn~r rn 47 7/16" 47 7/16" z (SURFACE APPLIED) 47 7/16" m z N M D.LO. (VENT) fO D.LO. (VENT) \ U OPTIONAL D.L.O. (VENT) �_ �o O M A 50 1/4" 50 1/4" N 50 1/4' VENT WIDTH VENT WIDTH VENT WIDTH 0 0 o�3 rn U25F FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME TYPICAL ELEVATION SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 5 CHARTS SHOWN ON SHEET 2. ** g 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 9/16" a APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS _ IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS o o- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS $ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT WOOD BUCKS.BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o LOADS TO THE STRUCTURE Engr.JAVAD AHMAU N c PRODUCT REVISED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ;FLA.., 7_0592 as complying'Wti,the morjd8A aa3ts BuitdiltgCodelANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AREAcceptanceNolS'O5I2,10 •- m 3' NOT PART OF THIS APPROVAL, - imtian Dated g v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �(1 B y O NCLUDING BUT NOT UMITED TO STEEL/METAL THAT drawing no. COME INTO MATERIALS I CONTACT WITH OTHER DISSIMILAR MATERIALS HALL MEET THE Wi 0-03 REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet1 of 9 " EQUAL UTE5 WINDOWS UNEQUAL 11TES WINDOWSD Q DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP �l n FLANGE DIMS. BUCK DMS. GIASS TYPES'A'&'AI'GLASS TYPES'B'N1Bl' FIANCE DINS. BUCK DMS. MAX.TOP LITE GLASS TYPES'A'k'Al'GLASS TYPES'B'k'Bl' m® O WIDTH HEIGHT MOTH HEIGHT EM.(+) 1M.(-) EI(r.(+) 1M.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. -.(+) INT.(-) EKT.(+) 1NT.(-) 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 53-1/8' 76' 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 85.0 Z 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 49' 79' 48' 78' 39-1/4' 75.0 75.0 80.13 95.0 37' 28' 38' 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/B' 75.0 75.0 80.0 95.0 49' 48' 75.0 75.0 BOA 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 ¢ O U 53-1/8' 52-1/8' 75.0 75.0 BO.0 85.0 33' 85' 32' 84' 60" 75.0 75.0 80.0 85.0 �_ Q 19-1/8' 16-1/8' 75.0 75.0 80.0 85.03T 36' 53-1/2' 75.0 75.0 80.0 85.0 I 1 d 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 43' 42' 45-1/4' 75.0 75.0 80.0 85.0 �'D 37' 38-3/8' 36 37-3/8' 75.0 75.0 800 85.0 vi 0 7 49' 48' 75A 75.0 80.0 85.0 a D M 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0W y= of C w M O 19-1/8' 18-1/8' 75.0 75.0 80.0 B5.0 WIDTH • m O�n 0 2637/2• 50-5/8' 2536' 49-5/8" 75.0 75.0 60.0 85.0 49' 4B' 75.0 75.0 80.0 85.0 V.2 N v 53-1/8'1 1 52-1/8' 75.0 1 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.01 Q W a E 28-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 63' 36' B27 75.0 75.0 80.0 95.0 W 49' 4B' 75.0 75.0 60.0 BSA m N 53-1/8' 52-1/B' 75.0 75.0 80.0 85.0 \ 19-1/8' 18-1/8' 75.0 75.0 60.0 95.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 m V. 75" 36' 75' 75.0 75.0 80.0 85.0 3n 49' ae' 75A 75.o 60.0 85.0 UNEQUAL LITES (ORIEL TYPE) 3 p w 53-1/8' 1 52-1/6' 75.0 75.0 80.0 85.0 = 19-1/8' 18-1/8' 75.0 75.0 80.0 95.0 N 26-1/2' 25-1/2' 75.0 75.0 9(L0 85.0 I_� N p 37' �• 36' 84_ 75.0 75.0 800 85.0. I V)'n 46-1/2' 45-1/2' 1 75.0 1 75.0 80.0 85.0 •Typ' BUCK DIMS Yj"TYP. p O N M W Z .MZ 3 O O WIP� O FLANGE FRAME in V o� FLANGE DIMS w wl i/ BUCK DIMS 0 cE Gi EQUAL LEG FRAME Ig BUCK DIMS EQUAL LITES con - - - -- - - -- - --- - - - -- - --- --- -- - - - -- - - -- -- - - -- - - "peva - - - - - -- 0 Engr.JAVAD AHMAD i o BUCK DIMS CML PRODUCTREVISED FLA E A 70592 as complying with the Florida C 1538 BOLIdinE Curie a AcceptaBce No 15-0512,1p � m NOTE: iratiun Date /laQp v 9 GLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E1300-093 SEC. GUSTS) FLANGF ADAPTOR FRAME D 2Di5 By drawing no. AND FLORIDA BUILDING COMMISSION I FLANGE DIMS M� 8aoeroaG�f'c W10_03 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 9 1/8'ANN. GLASS 1/8-HEAT STREN'D GLASS 075'Interlayer 075'Interlayer �� o Saflex CP With PET Core Saflex CP With PET Core BY'Eastman Chemical Co.' By R'Eastman Chemical Co.' z 3 m z 090" Interlayer 090'Iea Clip Q Saflex Clear And Color Glass Saflex Clearr An And Color Class N By'Eastman Chemical Co.' By 'Eastman Chemical Co. E N OR OR tL w � 090'Interlayer 090'Interlayer0 0 V Kurarcy SentryGlas Kuraray SentryGlas O By'Kurarcy America, Inc.'OR By 'Kuraray America, Inc.'OR t] 090"Interlayer 090' Interlayer Kuraray Butacite PVB Kuraray Butacite PVB G v f- By'Kurarcy America, Inc.' By 'Kuraray America, Inc.' C1 1/8'ANN.GLASS Im 1/8- HEAT STREN'D GLASS Q(L Q co SILICONE w SILICONE Q 3 w w M1 GE 1200 g Mt GE 1200 y a r, !i' DOW CORNING 899 ce 'I i! DOW CORNING 899 u'?N ii DOW CORNING 995 !it DOW CORNING 995 J 0 Amayt .I I :I I Q Weil I!II II II O - Ga] EB W ES ` al M4 AT 1/4 POINTS ON LfiEs � M4 AT 1/4 POINTS ON Lf TES i� ' W WIDER THAN 36' W WIDER THAN 36' M GLASS TYPE 'A' GLASS TYPE 'B' o p 5/16'OVERALL LAM.CLASS 5/16'OVERALL LAM.GLASS 3 O Li .. (L.M.I & S.M.I.) _ N N 1/8-ANN.GLASS 1/8'HEAT STREN'D GLASS ? In N r n ¢ �c-4 075'Interlayer 075"Interlayer 00 3 M Saflex CP With PET Core Saflex CP With PET Core By'Eastman Chemical Co.' BR'Eastman Chemical Co.'OR e z o 090"Interlayer .090'Interlayer o Scflex Clear And Color Glass Saflex Clear And Color Glass tj ¢ BY o 'Eastman Chemical Co.' By 'Eastman Chemical Co.' U 0 1/4'AIR SPACE OR w 090' Interlayer 1/4-AIR SPACE 090'Interlayer w Kuraray SentryGlas Kuraray SentryGlas w / By Kuraray America, Inc.' OR By 'Kuraray America, Inc.'OR 1/8-ANN. GLASS O 090'Interlayer 090'Intericyer Kuraray Butacite PVB 1/8' HEAT STREN'D GLASS Kuraray Butacite PVB By'Kuraray America, Inc.' By'Kuraray America, Inc.' $ _ 1/8-ANN. GLASS d 1/8- HEAT STREN'D GLASS - S N a m SILICONE � m SILICONE ma a w GE 1200 z GE 1200 DOW CORN NG 899 N DOWCORNING 899 M1 'i ji DOW CORNING 995 \ M1 h 1j. DOW CORNING 995 a :I XL EDGE SPACER �i I!I XL EDGE SPACER uai v c o ST.STEEL BY'CARDINAL' I! II it ST.STEEL BY'CARDINAL' > OR o g a m a OR �o o c DURASEAL B1''QUANEX' 00 DURASEAL BY'QUANDT' OR OR c w E9 SUPER SPACER BY'QUANIX' W Es SUPER SPACER BY'QUANDC En gr:. AHMAO T ,u 9 PRODUCT REVISE[) M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES CIVIL FLA.PE 70592 eS complying with the Florida i CA.3570 Budding Codc C.�K.3538 o GLASS TYPE 'Al' Acceptance No 1 -Q 12.1Q GLASS TYPE 'B1' phationDate 2p� g 0.70'OVERALL INSUL LAM.GLASS (L.M.I ONLY) 0.70'OVERALL WSUL. LAM. GLASS 0 ��0 1015 ::? Dada Product iral drawing no. (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING 1W10-03 EXTERIOR PLY OF GLASS TYPE'Al' &'B7' MUST BE TEMPERED. sheet 3 of g l SEE aEANCHORS FLANGE & FLANGE ADAPTOR FRAME �V 1.13Y FOR SPACING METAL o WOOD BUCK a _ STRUCTURE a '.•a� . .aQ a �; a EDGFe.015T. TYPICAL ANCHORS 2 ____ _______________ Z h % d.�' d.. SEE ELEV. Loo_ r------------------- FOR ----------------- Q z a•e" < vsi FOR SPACING I MIAMI-DAOE COUNTY APPROVED I-n iv E MUWON&MUWON ANCHORS I Q f n EDGE DIST. o DIST. ,� I SEE SEPARATE NOA i i O o U EDGE DIST. i.l d 0 . M2 y 0 IL .t°oq1 55 �SEE TYPICEALL�ANCHORS TYPICAL�ANCHORS co G FOR SPACING FOR SPACING 9 b Q In LL p LL W N:D � II II N9 J�mG d Q�11iYEr 2 3/e'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM II a . AND TRANSFER THEM TO THE BUILDING STRUCTURE. OSS LOTOK 2 3/8"MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACINGAL N Ee N. II 1 EEGRsu LACK 1/4" DIA. TAPCON BY 'RW' (F-120 KSI, Fy=92 KSI) 3 iv \`.\ 1/4' DIA. ULTRACON BY 'ELCO (Fu=177 KSI,Fy=155 KSI) UO W O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _ 1-1/2" MIN. PENETRATION INTO WOOD cn Ad \` m =N o Ea THRU 1BY BUCKS INTO CONC. OR MASONRY ¢ L/1�r o O0 WHEN USED THE MIN. WOOD BUCK 1_1/4" MIN. EMBED INTO CONC. OR MASONRY o O a W DEPTH SHALL BE 2%". THE USE OF _ O 3 O i $ DIRECTLY INTO CONC. OR MASONRY Z z "' DEEPER OR BEVELED WOODBUCKS IS 1 ;I PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z 3 0 _ i zF o .. W y 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) m U o m INTO METAL STRUCTURES w U E3 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) g ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) �2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o iia 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' ° y4 (NO SHIM SPACE) go U a � S4 ) 1 TYPICAL EDGE DISTANCE m s 2 1 ! - 2 INTO CONCRETE AND-MASONRY--2" MIN. ESINTO WOOD STRUCTURE = 1" MIN. V o a INTO METAL STRUCTURE = 3/4" MIN. 0-0 o NB � DoE - ------- - - - - -- - - - - -- - - - - -WOOD-AT HEAD,-SILL-OR JAMBS-SG 0:55-MIN.- - © 2 14 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. _ 14 b Engr. fAVAD AHMAD PRODUCT REVISED r •� do CML as complying with the Floride Q + ° a FLA PE p 70592 Building Cede , .r75fZ"�Q' p .. C.A.N.3538 Acceptance No iretioa Date TYPICAL ANCHORS By O EDGE DIS"A SEE ELEV. Miami ade ProductGm drawing no. 1lTY I TSI ANCHORS ^ FOR SPACING Q ZO15 W�O_OZ WOOD BUCK FOR SPACING I �J sheet 4 of 9 I +/4• BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS o 0 D , ro 3 TYPICAL ANCHORS ' TYPICAL ANCHORS at J SEE ELEV. 1 S6 55 SEE ELEV. IZ ¢ FOR SPACING I 1 FOR SPACING FLANGE ADAPTOR FRAME c c 0 CL METAL _ a STRUCTURE + 1/4• V eni Q'Ow� o ca EXTERIOR ' wool)BUCKS ' D.L.OPG. v E7 j; b € d o 1-1 t y 0 +/4•MAX. BUCK WIDTH +/4•�• � I�I SHIMS SHIMS F jj jj 0 TYPICAL ANCHORS EO W ! " o O ^ SEE EIJ:V. TYPICAL ANCHORS i 3 O W FOR SPACING rSEE ELEV. j 0 tY a,v / FOR SPACING v=i I j g e I Sy; O "7 n t 14•' 7 1/ I 10 3 C u J Z_2� tp WOOD BU O z p a .o R O�.n.. 2f1 WOOD STRUCTUR U O 1 o WOOD SUCKS MIAMI—DADE COUNTY APPROVED MULLION _ Q Ig S MU EP ANCHORS 1/2•TYP. SEE SEPARATE NOA O v BUCK WIDTH BUCK WIDTH m INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND F_ _, _—= FLANGE ADAPTOR FRAMES. r- 1 - - oho I I I I 8 0$ I �3. m v O Engr.JAVAD AHMAD PRODUCT'REVISED H e I I J CIVIL m complying with the Florida c ` FLA.PE 70592 Ewldins Code �5 051 V.1a p CAN 538 Acceptance No L 10 E3 E oDate D Ey O drawing no. g14 x r FH.stns. JI 2Qi5 W10-03 sheet 5 of 9 E8 e°.'%',.°a.,iiii'i!;iiitIi^• "iigi1nihi.I,i"!ili,�rL _-_--- n•,1 TYPICAL YPEICt AL ANCHORS c\� N METAL ELEV. UCTURE Ej1I Qr'IIIIU--AiSIiI,LT. LEG —FRIjI1l AlI1 ME113Y FOR SPACING WOOD BUCK TYPICAL ANCHORS -------------------- - ___________________ -----------------D-ISEE ELEV, ��`oQVCLLZ'EDGEDIST. MIAMI-DADE COUNTY APPRO - I FOR SPACING EDGE MULUON & MULLION ANCHORS 0 GE DIST. NOASEE SEPARATE y1 EDGE DI M3 E8 TYPICAL ANCHORS TYPICAL ANCHORS M2 SEE ELEV. SEE 0 aL 55 FOR SPACING FOR SPACING � tCl. SI ANCHORS SEEELEV MIAMI-DADE COUNTY FOR SPAAPPROVED MULLION o MULLION ANCHORS 2 1/4"MAY. BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA (M I. fSHIMBUCK WIDTH a 7 1/49 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL O 3 O WNmQgLLU ekNntinnm o"mJo' - I I ___ _ N q;V) E4 IL���I�VVVLLLJJJ U u v�. L __J 0lif nri F I t m v E3 EB #14 Xt"FH.SMS. X II II Z 0 -a i N J : . EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8"MIN. 1 2 3/8"MIN. ° z-•8 '� TYPICAL ANCHORS M9 � q ., 9•.. I SEE ELEV. °1 o -__ - FOR SPACING - C1 E2 _ Engr.JAVAD PRODUCT REVISED t 9 ------ a wmplying with the Florida Q iv FLA PE 1 70592 Building Cede c WHEN USED THE MIN. WOOD BUCK CJ 53B nccepearueN° t2•�d m o">. ' • � s DEPTH SHALL BE 2Ya". THE USE OF 113f1O EDGE DISL DEEPER OR BEVELED WOODBUCKS IS TYPICAL ANNORS – PERMITTED. Miumi prodaLx'Coatr°fl - SEE ELEV. drawing no. WOOD BUCK FOR SPACING I., �O'I 1 1AI� O_0� sheet 6 of B e TYPICAL.ANCHORS FIN FRAME � V o -ILLUSMVE DTLS.ONLY SEE " fo EXT.OR INf. FINISHES tt FV R SPACING NOT BY CGL d z t 1J2° ` F a HOUSE WRAP TYPICAL ANCHORS: SEE ELEv.FOR SPACING O W g $ NOT BY CGI Q, �. J8 SM� (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES aot a A2 __ et 1-1f2' MIN. PENETRATION INTO WOOD V o l M el_-- __ �_BACKBED of Q WM o CAULKING a>d N Q aWp �I II M2 d!h O x d i a"yr>b 2.N II II SS ���I � M9 •, Inm -Lu o - 1 ti Ilil � N SWEEP LOCK u n 1 OPTIONAL TO rn EGRESS LOCK 3 't$ EB AT SILL 3 O 4! STRUCTUREWOOD 1/4°VAX BUCK HEIGHT GAP 1/4G PLnX. O NOT BY C� 1f2.Md 04 1/2°MIN. } 3 n m 0 Ea Y Z z�03n M m W m z 3 c> 1 it CAULKI DNG I is IR O it4 t 0= m �m C 54 i HOUSE WRAP j 1 E5 i NOT BY CGI E3 EE EXTERIOR 2 o m o �g M9 D.L.OPG. c a m v O 14 BACKBED o � CAULKING rgs t EJAYAD AH!A4D FRODUCTREVISED E2 CML es complying with the Florida 'n PLA.PE If 70592 Building Cod:. a i C.A. ,35M AcceptaneeNo 15'•0$12.10 HOUSE WRAP NOT BY CGI � t3 BY hfiaati adePcod9cM' drawing no. 1 TYPICAL ANCHORS W1 0-03 ! SEE FLEX FOR SPACING sheet of j ` 1 ITEM PART# QUANTITY DESCRIPTION - MATERIAL MANE'./SUPPMER/REMARKS u V E1 CGI-700 1 FRAME HEAD 6063-T6 - �� o E2 CGI-101 1 FRAME SILL 6063-T6 - 0 E3 CGI-102 2 FRAME JAMB 6063-T6 - Z j E4 CGI-103 1 MEETING RAILC J 8063-T6 E5 CGI-104 1 LOCK RAILQ 6063-T6 - E6 CGI-1051 HANDLE RAIL 6063-T6 E7 CGI-106 2 SASH RAIL 6063-T6 - 0 w E8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - a E9 CCI-108 AS REOD. 0.700'GLAZING BEAD 6063-175 - 0 t d E10 CGI-109 AS REOD. FROM FLANGE ADAPTOR 6063-T6 - 0 p m Ell CGI-110 AS REOD. NAIL FIN ADAPTOR 6063-T5 - d c E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - G a<O o~opp E13 CGI-12�6 2 FLANGE FRAME JAMB 6063-T6 E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - a w 3 w E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - u'Z N m O aafJ M1 CGI-382VD. GLAZING BULB VINYL(DUROMETFR 75-80 SHORE A) PVC - M2 CGI-111AL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112D. EQUAL LEG COVER/SHIM,3-LONG AT ANCHOR LOCATIONS PVCM4 - E SETTING BLOCKS EPDM DUROMETER 50±5 SHORE AM9 SUPER B005T . SPIRAL BALANCEBSI OR EQUN.MIO - . BLOCK ACKLE BALANCE - /T BSI OR EQUN. toM71 W23201NCD. PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUN. 'i o ro M12 CGI-129 . EGRESS LOCK ALUM. SULLNAN 3 O w M13 CGI-131 2/WDW. HANDLE RAIL END CAPNYLON M&M = F- N M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. MI5 CGI-133 4/WDW, SASH GUIDE(SPIRAL BALANCE) NYLON M&M (q t j r_ MI6 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 7/WDW. CAM LOCK ZINC 'TRUTH OR EQUIV. 0 3r h M18 CGI-132 2/WDW. SASH STOP,2-LONCPVC PROTOTYPE OR EQUIV. -� Z Z,^ M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) - NYLON M&M Z 3 p=n M21 - 2/WDW. B/T BALANCE TAKE OUT CLIP - B51 OR EQUN. C7 p¢�] M22 146-6 2 WDW. WEEP COVER V / NYLON AMESBURY OR FAUN y M23 CGI-134 - SILL SPACER FVC PROTOTYPE OR EQUIP/. w y S2 - 2 OR 3/CORNER 10 X 1 1/4'LG.PHL PH.SMS. ST/SL ASSEMBLY SCREW S4 - 4/WOW. 8 X 1/2-PH.SMS.ST/ST BALANCE BRACKET SCREW i S5 - 2/WDW. #1 8 X 1'LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY _ -- 56 - 2/LGCK 6 X 112'LG. FH.SMS.O CGI-133 &CAM LOCK - _ _ 4�+,o 9 m 0 6 gq t N T K=o C d n OLEO N o C 0 Eng,..JAVAC AHMAD PRODUCT REVISED N -� CML a complying wish the Florida Li8T FCAFE N.353892B'uRding Code 1Nima adeproduct drOwiO W10-03 sheet $ Of 9 i i a 2.505 -2.505-� 7 -�II�.O65 V sz p e1 " } 1.745 1 8 1 1.550 1.680 O H m Z .745 I .TMBPS 1.245 745 I .� I�'�8` I / Q a . 1.015 F� 1.D75 F•� .050 1.395---I I Q,'O o 0 E1z FLANGE FRAME HEAD e1 FLUSH FRAME HEAD E11 NAIL RN ADAPTER H LL m 1.583 1.583 1.00700 A a¢ z 0 �mz .745 a W;9 N T1P. TYP. .065 2.1113 I LL 7.36 Z N 4 °m TYP. Llt9 NMN_ j 3.175 3.175 1.015 8 w ei f K 3.175 1.429 t,429 VENT TOP CORNER vi b-1.z2o ,,; 10 1.000 .500 m .500 E4 2.505 MEETING RAIL FRAME TOP CORNER d vl 2.505 o t.zzo = o w Ela_ FLANGE FRAME SILL E2 FLUSH FRAME SILL .500 1.301 1.301 1.043 04 1.788 < N rl m 0 065 I S2 03M_N F .065 0� n.P• -71. J Z Z ^ iYP. TYR Z O p 2.440 2.440 1 1.015 I O 1.015 � LOCK RAIL w 1.015 FRAME BOTTOM CORNER I r VENT BOTTOM CORNER h -�I.745 .745 2.195 O 1-2.846 L2.31- al a E13 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB o= . 1.892 .490 120065 1.043 Typ, do 1.015 .70 .050 TYP. .705 .050 TYP. I 7 �- F=-- �I .864 I- HAND RAIL o .864 b-• E6 � � �; 0 3 Ea 5/16" GLAZING BEAD E9 .700" GLAZING BEAD o 1.395 Eng..JAVAD AHMAD o ,' 1' 9 �^ C L PRODUCTREVISED t \ y 1.395 I •I 7 1.450 1a0 F(A.pE A 70592 PRODUCTRwitEVISEe Florida �'j JS Building Code ,�• I .180 293 CAN. 38 Acceptance No .050 .060-�� 1.02,5 .065 1.�15 .550 ,p5p ETeat'n Date � zD2� " •c3 .065 1.413 aut Bt" DEt1g.4 Et Zl1t."i W10-03 M3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL E70 FLANGE ADAPTOR sheet g of g '' 1