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WS-17-2869L'FtORIV Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. WS-12-17-2869 Permit Type: WindowstShutters er'' orkClassification: Window/Door Replacer Permit Status: APPROVED Parcel Number Issue Date:1/1912018 j Expiration: 07/18/2018 Applicant 1111 NE 91 Terrace 1132050010120 Miami Shores, FL 33138- Block: Lot: ANDREA & UWE KREUTER r Information ANDREA & UWE KREUTER 1111 NE 91 Terrace MIAMI SHORES FL 33138- 5161 COLLINS Avenue MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone RAUSA BUILDERS CORP (305)554-5711 (305)970-7253 e of Work: INSTALL NEW 1 WINDOW AND 2 DOORS of Openings: 3 iitional Info: ssification: Residential inning. 3 Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $147.80 Cell Valuation: $ 2,500.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-12-17-65825 01/19/2018 Check#: 016902 $ 97.80 $ 50.00 12/05/2017 Check #: 016672 $ 50.00 $ 0.00 Available Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the -_amed contractor to he work stated. January 19, 2018 Authorized Signature: Owner / App ican Contractor / Agent Building Department Copy January 19, 2018 Miami Shores Village g R FEE/ v Building Department °Fc0,5�D 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 17 Tel: (305) 795-2204 Fax: (305) 756-8972 6�L' INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201W 541, BUILDING Master Permit No.vv sI 1 -?k& I PERMIT APPLICATION Sub Permit No. 32Z6 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [—]SHOP ry Q^ CONTRACTOR DRAWINGS JOB ADDRESS: 1111 1 �r"I 1 Te"6(C City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: jj • bZ05- I01-- 01 Z 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A4d ire.P�A Phone#: Address: %%%% - Ar q ♦ ibQ. City: 1M► g'.. t SLWPCt 5 State:_ (C,gefr/4 Zip: 15, (-tY Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: 2`tJ Sg. �„��i�s,M1S CC.ui. c� Phone#: Address: 'hck Sw -11 z s ) City: 1 1 State: t-t Zip: 315 r Qualifier Name: 1V 4-\S—.,k Vk+ tVVR V% %cZ Phone#: State Certification or Registration #: ! 5 -et S/o a 3 4 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Add City: State: Value of Work for this Permit: $ gi EGG Square/Linear Footage of Work: Type of Work: 0 Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: S 1 vti tK+ Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ 0' d Permit Fee $ �� CCF $ CO/CC $ Id Scanning Fee $ Radon Fee $ 2 DBPR $ _2. 03 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 9--1 - M (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 inspectiorrwill not 1A approved and a reinspection fee will be charged. Sign OWNER or Signature CONTRACTO The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ettc 20 i- by _` ,� day of �Zn �,�JZ 20 t % by a� u(ti, V` �.ti- who is personally known to ./Vi 521 H.e,t4 , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as me or who has produced identification and who did take an oath NOTARY PUBLIC: Sign: `� Sign: Print: 1�4 W `'1G t�/�/�1f�ty� Print: ti Seal: ;�"'"e4;; MARTA HERNANDEZ =' '= MY COMMISSION # GG005090 EXPIRES July 02, 2020 (407) 398.0153 F1o6dallote Service. m ******** APPROVED BY Seal: ;;�►� ° MARTA HERNANDEZ ?r, " MY COMMISSION # GG005090 EXPIRES July 02, 2020 Plans Examiner as Zoning (Revised02/24/2014) Structural Review Clerk 1, ti RECE'VE� DEC p M1AM1•DADE 5 207 s MI -DADS COUN n P OD CT CO IrBEt "hlf DEPARTMENT OF REGULA AND ECONOMIC RESO�IRC E) T li 80 Str BOARD AND CODE ADMINISTRATION DIVISION �` t. Room Z08[; /� T ( 86) 31 -�39 F 786) 315 2599': 7OFA PTANCE NOA �, 9i���t: o,%co�1 CGIdows and Doors,W 25 StreetI.33172 C can This NOA is being issued under the applicable rules and regulations governing the use � Its ction 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 coda....:. This product is approved as described herein, and has been desi •' •t%g Florida Building• • •':' lte-I�ciiy�iLrricane 7nnp • DESCRIPTION: Series 11238" Outswing Aluminum Casement Window - L.M.I � • . ...... APPROVAL DOCUMENT: Drawing - 00, titled "Series-238 Al • • •� Casement �Vdw.• (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, date ... • • revision Jed D4/10/1$, p�pared• • � • • • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing tlye' Mtami-I�a.'ie• C�unty. ., • • • Product Cont ' ' to nd ex iratiag•date by the Miami- .' Dade unty Product Control Section. SILE IMPACT RATING: Large and Small Missile Impact Resistant • • ... . . . LABELING: all bear a permanent label with the mamifa name or logo, ciN:state, model/series, and following statement: ami- a e 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. er-preceded—by the werd iantt-BadeC-eunt) .Flerida nd followed by the expiration date may be displayed in advertising literature. If any portion of the .NOA is displayed, then it shall be done inits 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 NWN 14-0506.01 and 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 Manuel Perez, P.E. MIAMFDADE C01 NOA No. 15-0 12.19 �Mgafnasj Expiration Date: October 26, 2018 fci 15 Approval Date: September 17, 2015 Page 1 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J 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® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, jest.Repori No • CTLA-3056 WA; dated 03/03/15, signed and sealed by Ramesil G.'P3te1, P.E. - . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pei•FPC TAS;2bZ•04 2) Large Missile Impact Test per FBC, TAS 20I'94' • • 3) Cyclic Wind Pressure Loading per FBC, TASX61A4 •" .. ...0 along with marked -up drawings and installation diagram of a setW.1400 PVC prpject out window, to qualify DuPont `Butacite" PVB interlayer, DuraseaWand 94per : Spacer® insulating glass spacer, prepared by Certified Test LabbT9ldes, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ra mesh C. Patel,4,%. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading pCr.FBC TAS 2p2-94 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 SpacerO insulatingglass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-30S6 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 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,'dated 03/24/14, signed and sealed by Ramesh'C. 1, P.E. (Submitted under previous NOA # 14-0506.01). Manuel Pe z, .E. Product Control xa iner NOA No. 15- 12.19 Expiration Date: October 26, 2018 E-1 Approval Date: September. 17,2015 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 . 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 124220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS.202-94 • • • • along with marked -up drawings and installation diagram of An Aulinura.casement• • • • • i window, prepared by Hurricane Testing Lab., Inc., Test Repm-p -No. lkf j,►6080-• ...:. 0301-07 for specimen A and B, and HTL-0080-0905-07 for sj*tt ft B and C, dated:.... 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abrablm� •,E. • (Submitted under NOA # 08-1010.02) 000*00 7. Test reports on: 1}Large Missile Impact Test per FBC, TAS 201•94•' 2) Cyclic Wind Pressure Loading per FBC, TA,$•203-04 . •' along with marked -up drawings and installation diagram of an aluminum outGW4 • • • • • casement window, prepared by Hurricane Engineering & Testing jti .-, TestKepWts • No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI 07-4298, dated.: 06/27/08 and 07117/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum 'casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. Manuel ere Product Control Ex M' er. NOA No. 15-0 12.19 Expiration Date: October 26, 2018 E-Z Approval Date: September 17; 2015 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (COrPrMEn) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad•:. Ahmad, P.E. , Submitted under previous NOA # 14-0506.01) •o. • 2. Glazing complies with ASTM E1300-09 ... , D. QUALITY ASSURANCE ' 1. Miami -Dade Department of Regulatory and Economic Resources'(RER) go.• •' E. MATERIAL CERTIFICATIONS ' 1. Notice of Acceptance No.14-0916.11 issued to Kuraray Ameri�c Ypc. four their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expirirtgpn 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 Manue Per P. Product Control Ex min r NOA No. 15, .19 Expiration Date. ' October 26, 2018 E-3 Approval Date: September 17, 2015 G. CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5" Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1698 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HT1-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08 2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and se?alQclby Candido F. Font, P.E. 0 • • • • (Submitted under NOA # 08-1010 02) • • • 5. Laboratory compliance letters for Test Reports No. HTL-0080 •(3,96 and • • • •. HT1,4080-1107-98, issued by Hurricane Test Laboratory, Inc., safdd 03/0619'r3 and • • • • • 11 /10/98, both signed and sealed by Timothy S. Marshall, P.E. • • •' • •; • • (Submitted under NOA # 96-0417.03 and 01-1002.03) • • • 0 • • • : 6. Laboratory compliance letters for Test Reports No. FTL-1003 and TL-1041, issued • • •.' • by Fenestration Testing Laboratory, Inc., dated 10/14/94, both Signed'and stgM by • • • •: @ Yamil Kuri, P.E. • • . ... ...... (Submitted under NOA # 96-0417.03) "' • • 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., 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, -P.E., Supervisor, Product Control Section. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 66/26/14 and P.X1lirina nn 1 lUMMh o Manuel ere Product Control Ex i r NOA No. I5.0 .19 . Expiration Date: October 26, 2018 )J-4 Approval Date: September 17, 2015 l c I SNUBBER EXTERIOR a 0 w FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. IN INST_ . R silo . USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDO. HEIGHT. WAND ZONE USING APPUCABLE ASCE 7 STANDARD, STEP 2 SEE CAM ON SHEER 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP USING CHART ON SHEET B SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CRkRT ON SHEET 7 70 DETERMINE CAPACITY. ,STEP THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENDRE SYSTEM. IS Z a 'PI LIED s7 RTNs Q a V E d TYPICAL ELEVATION (RANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK, ALT. TO CAM LOCKS MAX. NUW. LOCK HE., POINTS 3B' 2 56' 3 74- 4 84' S SHUTTERS ARE NOT REQUIRED. NOTES •• 0% • • • • • •• THIS PRODUCT HAS D MREQUIREMENTS OF FL T�LlJNGPhHT �vETLOHCITY • HURRICANE ZONE ••• • • • • • WOOD BUCKS BY OTHERS, MUST DE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. SH ANCHORS BE AS LISTED SPACED AS EMBEDMENT TOLE MRTetULL� Sty L RC �d4nNp WALI $ Imo' N OSCCO. L04 ANCHORING OR DING••CONDITIONS NOT SHOWN IN THESE DETI S ARE NOT PART OF TIRS APPMDVAL.• • • • • • • • A LOAD DUR4WNCRO?E IS U • AWN • • • • • SLR W DE91GN OF ANCMORS INBO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t MULLION/MULTIPLE UNITS, REFER TQ SEPARATE CGI MULLION N.O.A, • PRODUCT REVISED 74 201belt eomplYinB with I% Florid• Building (bdBuilding q 4 2015 Ampimme Norn�8 g p b SM1pMe EXTERIOR FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. \�J INTS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WD1V. LOCK HBCHT POINTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NP m FImu (EQUAL LEG FRAME) MULTI PdNT LOCI( BY 'INTERLOCK' ALT. TO CAM LOCKS MAX• WDW. LOCK HEtCHT POINTS Eegr. JAVAD AHM00 CML PRODUCT REVISES) a R CAN. PE V0 92 W comPlyio' with the FlorY. Dldldi� Code Accepteoce No 15• ftf 14.1qOwe a: B A Munn Predtxl Colt - drawing no. W98-100 73 Os 00000RNER KEY . THICK ST. STEEL ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. TTT'•M PART / gITANTITy OPSCIIIPTION z7 VENT FACE MOUM / I/ VEM MULTI POINT go 90 1/ VENT MULTI POINT 2/ VENT .110 THICK 11 � I 11A _ t OPERATOR (I 12 Jo17s T OPERATOR (f 1 OPERATOR n 2/ CORNER FLUME ANO 1 1J FRAME CORNFR 9 �4.0 .090 TYP. Z I 1.875 720 II( N 1A38 IL 1.222 j A Q VENT (5/16' LAM. CLASS) 0 1.757 d < O .090 TYP, y1 Gj 1.875 C4 L i7 Q W i F � I.438 M —1.624 Z n Q VENT (INSUL. LAM. GLASS) n 1.757 C3 p .090 TYP, ggg 1.875 1.317 3 _ 0o� TOP Afro BOTTOM — _ SCHLEGEL 0—LON VENT (7/16' LAM. cuss) O f STEEL TRUTH, ATTACH W/ (6) /6 x J/8' SS SMS .751 �— STEEL TRUTH, ATTACHED W/ (2) /6 x 3/6' SMS tg yt7 — TRUTH KEEPER. AT FRAME dMHB FACING LOCK INTERLOCK •830 ,,� STEEL CGI, ATTACHED W/ (2) #10 x 3/8' SS SMS Q SAL) STEEL TRUTH, ATTACHED W/ (2) r6 x 3/6' SS SMS .1117 STEEL INTERLOCK O CGI-375: OGEE GLAZING STOP • LssEMBLr SCtTEw$ — /tD x t-1 4. 55 SMS i $ 617 • • • • • • • • • > d \J CGI-386: SQUARE GLAZING STOP Engr, JAVAD µMAY CIVIL • • • • • • • • • • • • FU. PE / 70592 PRODUCT RUVISED iv 3 • • • • • • • • CAN. S s cc"PlFing wilh Yee Marl& • • • • • • • Building Cade, • .• y 2015 AeTMlann,No 15-051Z,Iq • • • • • • • • • • NRILon Mle ATiNNq' +ak Pr0dlel Co - drowing no. ••• ••• W98-100 • • • • • • • • sheet 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BEAD O CORNER KEY .062 THICK ALUMINUM 0 FLANGE FRAME 2.075- .768 1.057 .050 TYP. to EQUAL LEG FRAME MANF./ROPPLTER/REMARKS IIDALE7( OR EOIRV. Rro,LLEX OR EQW, RNMMV OR F31UN. WCAI" OR EOUrV MOALpf OR EQUIV. NDAIEX OR E2K1N. IJDAIDf OR EOUN_ 1� S 3/18" ANN. CLASS 075" SOflsx CP With PET Core 3/16" HEAT STREMO GLASS 090" Sallsx Clear And Color Class 8Y 'Eastman Chemical Co.' 075" Saflex CP with PET Core 4 `% 090' Saflex Clear And Color Gloss By Eastman Chemical Co.' 1r INTEftUYERS_E .0 'Eastman Chemical Co.' .090" Saflex Clear And Color GI... 090' Butocita PVB INTERUYER$ BY 'Eastman chemical Co.' .090" Sentwo. INTERIAYERS By 'Eastman Chemical Co.' Z By 'Kuraray America, Inc • By 'Ku .090' Sant roray America, Inc.' .it. P .090" Butocite PVB By 'Kuraray America, Inc.' 1 /8' ANN. CUSS BY 'Kuraroy America, Inc.' .090' Bulocite PVB '• , J/16" ANN. GLASS Y 'Kuraroy Americo, Inc.' z i SILICONE I J/16" HEAT $TREN'D GLASS GE-1200 DOV 995 EEGaaI DOV 899 iI I GE I22GO SILICONE I I 0 li i I: DOV 899 i li GE-1200 j I DOW 993 ry----- �.:.. MV 899 1 SOUARE BEAD 5/16" N' 7/16" NOMINAL ALL CLASS TT1YPPES r---'-� Q a •-TYPE '2 GLASS TYPE '3' 7/16" NOMINAL PERFORMANCE VALUES OF IMPACT RESISTANT fiNDORB GLASS TYPE 'B' IL i 1 NO sTHRU 5 RfR INS-o PEAP01LtAANCE VALUES OF IMPACT' RESIBTAI4T 111NDOlIS PERFORMANCE VALUES OF IMPACT RESISTANT 1TIND0IIS , REFER TO 5'HEET9 S T1RU 7 FOR IN9rN.UTON OETNLS 60 SNUr1ER9 REp1gEa WINDOW DIMS. GW88 TYPE 'E' GLASS TYPE '8' GIABB TYPE .1. REiF/1 SIIEET6 b 7HA11 7 FOR IN9TNUDOR OETuIS NO 9HVIfERS REWiREa I----___ 1ON001► S• CUSS TYPE '2' GLASS TYPE '0' OWSS TYPE '6' REFER 10 9HEEr6 S iHRU 7 FOR INSTALU1gN OETAe,S YdDT11 HEIGHT IXT. (+) 1NT. (-) Ef(T. (+) 1NT. (-) EXT. (+) 1NT. (-) WIO7H HDGHt E7(T. + 1M. WTNTIOWGIA.S TYPE 'E' GLASS TYPE '3' OW89 TYPE '8' 20' 110.0 194a 110.0195.0 110.0 195.0 (-) WIDTH) 1NT, (-) EXT. + 1NT. 24• - -- - - - 2<Y 98-0112.E 110.0 195.0 110.0 19s.0 19-1 6'O (-) EM. (+) 1NT.110.0 1388110.0195.0110.0 195.0 / 195.0110.0 195.0 110.0 195,028' - - 24• 85.8 95A 110.0 195A 110.0 1200 28-1 2' 0,0 136,E 110.0 195.0 110.0 _195.0 /105.0 110.0 195.0 110.0 195.0JO' 110.0 129.5 1104 195.0 110.0 195.0 J. 78.7 63.3 110,0 120.0 110.0 120.0 1 36' J7" 145.4 110.0 195.0 11.195.0J2" -_ �.73.2 77.7 110.0 120.0 110.0 120.0 42"128.1 110.0 195A 110.0195.0 O W121,4 110.0 iB5.0 /t0.0 195.0 32' 70.2 72.8 110.0 120.0 110.0 120A 19-1 6'36" 107.9 1 7,9 I10.0 795.0 110.0 195.0 /190.6 IIO.D 195.0 1f0.0 195.0 <y O 40" 36• _ 64.8 64.8 110.0 120.0 110.0 120.0 26-1 2" 97.1 97.1 t10.0 193.0 ItO.O 120.0 40• / 110.0 1375 110.0 195.0 110.0 195.0 42' 92.5 92.5 f10A 80.0 60.0 80,0 .- 60.0 60,0 60,0 60.0 S7" 38-J/8' 110.0 166.5 110.0 195.0 110.0 195.0 12' 98.5 98.5 110.0 194.5 110.0 120.0 20' - - ... - 80.0 60.0 60.0 80.0 42' O 3 N7 20' 86.8 86.8 110.0 120.0 110.0 120.o 28" 73.4 73.4 110.0 _ 195.0 110.0 195.0 19-1 8' 110.0 136.E 110.0 195.0 110.0 195A / 110.0 144.5 110.0 195.0 110.0 195.0 28' 24• 73.1 73.4 110.0 _ __720.0_ 110.0 120,0 26-1 2' 110.0 118.9 I10.0 195.0 110.0 193,0 26' / 99.7 104.3 11o.0 195.0 110.0 195.0 Z Z (� 30' 110.0 111,0 110.0 /95.0 110A 195.0 64.2 84.2 110.0 120.0 _-It0.0_ 120.0 37. 50-5/8' 42' 30• 86' 60.6 80.6 110.0 120.o 110.0 120.0 42. 74.7 74.7 110.0 120.a 110.0 1200.I 3 O 32' 104.1 104.1 110.0 195.0 110A 120.0 65-0 65.8 110.0 120.0 110.0 120.0 Q R JB' 32• 37.3 S7S 110.0 120.0 110.0 120.0 19-1 /8' 92.5 92Z 110.0 120.0 110.0 120.0 3g• _ 96-- f04.2_ 110.0 195.0 110.0 195.0 42' 83.J BJa 110.0 120.0 110.0 120.0 40• - 60.0 60.0 60.0 60.0 26-1/2' 63" _74.9 _- _ 77.9 110.0 120.0 1f0.0 120.0 42' 79-3 79.3 110.0 120.0 Soso 80,0 20' - �•0 50.0 60.0 80.0 J7' -� 20' 110.0 145.7 110.0 195.0 1f0.0 195.0 K-1 66.4 110.0 193.0 110.0 120.0 42• 80.0 60.0 110.0 120.0 t10.0 120.0 24' 24' 58.1 56,1 110.0 120.0 110A 120.0 19-1 8' - �'0 �•0 60.0 60.0 103.8 121.1 110.0 195,0 110.0 195,0 489 46.9 110.0 120.0 170,0 120.0 26-I/2" 74-1/4' 46.6 46-0 110.0 120A 110.0 120.0 _ 26' 103.8 f04.1 110.0 195,0 110A 120.0 28' �. 72' s aa 30' 97.1 97A 110.0 195.0 110.0 120.0 J2. 46A 46.0 110.0 120.0 1_ 120.0 JY o F 32" 48• 4J.6 43.6 110.0 tI0.0 110A - - 59.8 59.6 59-0 39.8 91,1 91.1 110.0 120.0 110.0 120.0 120.0 JT 7p S 36' 38' - - $0.0 W.0 50.0 60.0 - 56.3 38,3 58.3 50.3 # # Lt 80.9 60.9 110.0 120.0 110.0 120.0 3y u p G 40"vu76- - 60.0 60.0 60,0 00.0 # UMIT MAX. LOADS TO 171,0 PSF • C rr 7 42" 62.4 69.4 110,0 120A 60.0 80.0 - WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 O 8 a 20" 110.0 129.5 110.0 195.0 110.0 195.0 20• 52.0 52.0 110.0 120.0 110.0 120.0 24' 24' 4J-0 43.8 I've 6y, 96A 107.9 1f0.0 193.0 110.0 195.0 2B• 78• G •110p 890.0 • • • ## SIZE 37' % 77" APPLICABLE Tb FLANGE FRAMES ONLY c • c r 28" 66,2 92.5 110.0 120A 110.0 120.0 30• J8.1 J8.1 1�0.0 120.5 4h 10e 12 0 • • SEE SHEET 1 30" - - I • • .y ONN�ii� 54' 84.4 86.J 110.0 120A 110,0 120A 32• 17Q.4 •60.6 B00 • • • ti 32' 80.9 80.9 110.0 120.0 - - 60.00 �120,0 00 060.0 6tlb • • >v W O: I10,0 120.0 20' 41,5 L75 71io. • • • J6" 64.9 71.9 110.0 120.0 110.0 120.0 110. 120.0 40" 2C J4.9 34.9 0 110.0 120.084.8 84.8 110.0 120.0 110.0 1200 Engr: JOA AANAM 42'61.7 110.0 1200 600 28' 84" - - .0 A 54.5 54,5 CML E g �• - - FLA. PE !! 70592 PRODUCT REVISED it i1.z • 481.2 '2 •1.2 • • • • • •JS3M se a«RI�IyinB wilh Yin Florid. NOTE: J2• - - �ba sea 48. 4 • • IinnMaECode - GLASS CAPACITIES ON THIS SHEET ARE • • Aocap No IS-C)SI:•19 a j NOTE: • • • • • • • • • • 0 cP N. NL �8 t BASED ON ASTM E D ING-09 I SEC. GUSTS) LOAD/AREA LIMITS 414140 i • • • 41 • • • • • • 41 • AND FLORIDA RY BUILDING COMMISSION FOR +110.0, -120.0 PSF a 16.34 SO. FT, drawing no. DECLARATORY STATEMENT I?CA05-DEC-219 015 Mt l +110.0, -195.0 PSF - 10.00 SG. FT. W98-100 • • • • • • • • • • • • sheet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" TEMP. GLASS AIR SPACE 1/8' ANN. GLASS ,075" Saflex CP With PET Core By 'EaslmChemical Co.' A9D" $a11an Clear And Color Class INTERLAYERS l' 'Eaelman Chemfeet CO. .090' Senlr;Gbe By 'Kurmoy America, Inc.' .090' BuloeRe PVB By "uraray Americo, Inc' r1/8' ANN. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE '2A' TEMP. GLASS OR SPACE 1/8" TEMP. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Glass INTERIAYERS By 'Easlmon Chemical Co.' .090' SentryGlos By Kuremy America, Inc.' 090" Butacite PVB BY 'Kumray America, Inc.' 1/8' TEMP. CUSS SILICONE GE-JEO0 DOV 995 DOV 699 XL EDGE SPACER SETTING BLACKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS EPDM OR DURASEAL BY 'QUANEX' 2/ LRE EPDM DUROMETER BSt5 OR DUROMETER 8535 SUPER SPACER BY 'OUANEX' 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE REFER WINDOW WIDTH 20' 24' 28' 30" 32' 36" b' 42' 20' 24' 25' 30' 32' 36' 40' 42' VALUES la SHEETS DNS. HEIGHT J5" 42" OF IMPACT NO SX9REA3 5 TNRV 7 GIASB TYPE EXT. (+) 110.0 RESISTANT RCa1ldtEp FOR INSTALLATION DETAILS 'PA' GLASS TYPE, 1M. (-) EXT. (+) 194.3 1f0.0 WINDOWS '9A' TNT. (-) 195.0 195.0 195.0 195,0 195.0 195.0 120.0 120.0 195.0 19&0 195.0 195.0 120.0 120.0 120.0 PERFORMANCE REFER WINDOW WIDTH 20' 24' 28' 30" 32' 36• b' 42' 20' 24' 28' 30' 32' 36' 40' VALUES OF IMPACT NO SNIRTERS 70 SHEETS 5 TAIU 7 DNB, CLASS TYPE HEIGHT EXT. (+) 98.8 BS.e 76.7 73.2 73.2 84.8 80.0 60.0 86.7 73.4 84.2 66" 60.0 S7,S 60.0 60.0 RESISTANT REQIIMFO FOR MSTALIAnON DETAILS '2A' CLASS TYPE 1NT. (-) EXT. (+) /12.8 110.0 WINDOWS 'SA' 1NT. (-) 195.0 120.o 120.0 120.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO STARTERS REaUREp REFER M SNFETS S HLATTMRU 7 FOR INSTALLATION OETARS WIHOOIT DIMS. CLASS TYPE '2A' GLASS TYPE '0A' W107H HEIGHT EXT. (+) INT. (-) EXT. (+) 19-1 8' / 110.0 195.0 1IOA 195.0 26-1/2" 26• 110.0 203.0 110.0 195.0 37" 42' 1f0.0 145.4 /10.0 195.0 110.0 120.1 110.0 195.0 110.0 161.9 110.0 95.4 110.0 110.0 13e.e 110.0 83.J 110.0 110.0 129.5 110.0 77.7 110.0 Iio.0 121.4 110.0 72.8 110.0 120.0 120,0 - - 169.0 1200. 120.0 1182 194 8' / 26-1/2' J7•-3�• 42' 19-1 8" / 26-I/2' J7" 42• 30-5/8' 110,0 190.6 110.0 195.0 107.9 107.9 110.0 64.8 110D 97.1 97.1 110.0 80.0 - 110.0 137.5 110.0 195.0 98.5 98.3 110.0 120.0 92.5 110.0 22.3 1665 IIOA 11010 60.0 86.7 - 110.0 86,8 110.0 88.8 144.5 110.0 110.0 120.0 1 55.0 110A 138.8 110.0 73.4 110.0 99.7 104.3 110.0 195.0 110.0 118.9 110.0 64.2 110.0 74,7 74.7 110.0 1P0.0 110.0 104.1 111.0 110.0 60.6 110A �' •8 65.8 110.0 120.0 104.1 110.0 57.5 110.0 112.2 - - 120.0 19-1/8' 26-1 2" 37' 42" 63. 96.7 104.2 110.0 195.0 92.5 92.5 110.0 60.0 - 63.3 79.3 53.J 79.3 110,0 50.0 - S0.0 B0.0 110.0 117.0 110.0 120.0 195.0 {95.0 _ 120.0 12Q0 120.0 20' 24'58.1 28• 30' 32' JB' 72' 66.4 66.4 110.0 60.0 60.0 20' 24' 26' 30' J2" .3 40' 42' 48" 110.0 110.0 145.7 121.4 104.1 110.0 110.0 110.0 48.9 48.9 109.3 95.J 109.J 95.3 89.8 19-1 8' / - 37' _ �0 1S9.g e3.0 ""0 120.0 104.1 48.0 Z'-S 46.0 $9.6 59.e - 97,1 97.1 I10.0 91.1 91.1 110.0 60.0 � 43,6 850 85.0 �• 7T 60.0 - - # LIMEBE�p(� t T 1 0 SF* • - • • WHis USF UT �C BYI �IF='RLI�C�' t01J0 40 ---- _ • • • • • • • • • • • • 65.4 #�k SITE 37' X 77' APPLICABLE _ 74.3 SEE SHEET 1 TO MNCE FRAMES ONLY __._.- .....___. 80.8 • • • • • • • • • • • • • • • • • • • • 60.0 • • • • • • • • N01TE: • • • • • • • - • • • LOADAT Clil1t • • • • _ FOR /�1��0, -120.0 PS� = 1�.34 SQ. FT. +110.0. -195.0 PSF = 10.00 SO. FT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e09 80.9 I10.0 120.0 120.0 32' 36' 76' 60.0 60.0 - 72.e 72.e 110.0 50.0 60.0 - 69.4 69,4 110.0 120.0 195.0 195.0 120.0 20' 24 28" 32' 78" S20 32.0 101,3 20' 24' 28' 30' J2' 36' b" 42' 54' 110.0 /29A 110.0 IJP 43.8 85.4 74.3 Deb 107.9 11 a,0 J0,1 38.1 92.5 92.3 110.0 50.0 80.0 .. - 54.4 86.3 110.0 120.0 12010 120.0 120.0 12G.o 20" 24' 25' 30' J2' 34' 41.3 0.5 e0A S0.9 e0.9 110.0 JI.O 34.0 58.0 71.9 71.9 110.0 S4.5 54.5 e4.e 64A 110.0 51.2 512 - e1.7 e1.7 110.0 4e.3 4e.3 SQUARE BEAD OPTIONAL All GLASS TYPES 9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 x F o PRODUCT REVISE[) `T( I m carnplyittg with Yro FlorAle Building Code A,,,.- NO ir' 0612.1•y } nlian Dole gels S 201' �DRda drawing 0 ' eisa•zslt csocl xn oosa•►sz: Cxwi -73 L ti�see valami 9wpw 3AV LS'M^S 9ELS I NiMNOi3/l90 10fL0O21d 9 9l33N1'JN3 e NOLLVkloda0o bOO"=j-lV L6s9-[6s (eos) -Xvd o6sa-cMm Sm .nr oo 1.61•10 r t1' UL££ "LI 'IWMW jaws S*U 30WIW aM 9L•O 13326ji5 H1SZ 'M'N OO L O L SIM3nw0o n3a aid n3a I W-7A M DiwvM Ry ,� L7" SIMj 2OW0.0 OM LI'9(r 9 fn 'ONi Sa000 V sMoaNuvL )oo j33Ms S9t1 39Mwo oM LI•jZ OD rye) •M�Y0 fit_ ua uxa a o ou o :cuoislnw we-►o-LL :qpp 3 z r� LL W W p='Ce idG<d Oy 3 mr---- — --- a I-_ l _______ II pq LL'------------J ZZ3 N J C • • \i ••••f• i • •• • i a 3 • • •• • •• • • • • L N •• ••••• 0 4A i••• •••• •••` •••••• wins�w • • • • • Go Go MRS • • oNlw � r- • • • y •••••• p 2 • J � W J N W K H C n IE N $§ .L/L 12 it j2#G m = CCd 0 �x I'UHS u>.w wlw$ Z ONIH a 0 .4•L•l p U Z • zi 2E F p z pm !: y W y W a c m00 om O r 0 3 O w —INSTALLATION ONDTTIONS EQUAL LEG FRAME (APPLIES T A T rrnrR AID w FOR ANCHOR PERFORMANCE VALUES SEE SHEET e TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET G FOR DESCRIPTION = M 2 1/8' e v ww 2-1/2' MIN. INSTALLATION TYP '1' WOOD BUCK TYP 'I' N&UBWe PRESSURE TREATED TYPICAL INSTA LAW A+& ON ALL FOR SlD V/US!Nr. wnnn TYPICAL ANCHORS SEE EIPV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I-IrON BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE 't' MATERIAL t PRESSURE TREATED TYPICAL W5l&LARQN-DMj ON ALL FOUR gDF•CS/LG IG WOOD WOOD BUCKS NO�RWYCGI CORP., MUST SUSTAINLOADS IMPOSED G SYSTEM ANO TRANSFERTHEM TO THE BRUCTURE. - NCHORS FOR SPACING T 6 FOR DESCRIPTION IRSMLAUM-DECZ WOOD BUCK TYPE ' .MATERIAL: PRESSURE TREATED TYPICAL INSTAI I eTInN nETAII ON ALL FOUR ID c/UCIN2 wnnn TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ° •° d �" - 2 1/8•__—W a ° MIN. • BUCK INSTALLATION BY OTHERS &amLLATION TYPE '4' WOOD BUCK TYPE W • • • • • • • • &96%M IIIFSSURE TREATED auoatullo • - ON l L BUR 91DB6/NSI wnari : • • • ••• • • ••• ••• • • • • • • • • • •• • • • • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z tlp� METAL STRUCTURES tl Q a n 0 4 N ull e ' Z•I1 n ab��d ATTACHMENT TO N _METAL STRUCT R R tY t 8w V MIN. N TYPICAL ANCHORS SEE EIkY. FOR SPACING j SEE SHEEP 6 FOR DESCRIPTION 3 r1 I ?z ti g 3 o— ^ ATTACHMENT TO � APPROVED MUI 110NC • g g Engr. JAVAD AHMAD CML PRODUCT REVISED Yy FLA PE / 30592 CaA cmnPlykg �vi0� Ne Ptorid• �v �iCAN.8 IiuNding Ctde Aceepwwe No 15-0 51Z. q n k' �Oi rll�mt^•D� IS 9y drowin Hi Dade lhadrc 9 0 015 W98-10C . -MA VALUES OF INSTALLATION ANCHORS REFER TO SHEET S FOR OEFAIL9 PERFORMANCE VALUES OF INSTALLATION ANCHORS ANCHORS It/0 81t84R CI]p ANCRORS 91TA 8I18AR C1JP REFER TO 51iEfZ a FOR DL7•AILS PERFORMANCE VALUES OF INSTALLATION ANCHORS 11INDOA D010 AT 17' O.C. AT /0' O.C. AT 17' O.C. A7 10" O.C. ANCHORS 1F/0 BHGR CLAP AN REFER TO SHEET S FOR DETAILS 4 CHORB 11171I CAR CLIP ANf,HOA9 11/0 9HP.AN CllP 1� HE +�Hi .(+)/INT,(_) ,(+)/IM.(_) EXT, + 1HNDON DINS. AT 17" O.C. AT JO" O.C. AT 17' O.C. AT is" O.C. .(-) yeDTM () ANCHORS KITH SHBAR CUP 20' 195.0 193A •(+)/INr. - IXT.(+)/Nr,(-) pR.(+)/INt. - t7R. + 91ND01t DINS. AT A? 17' O,C. AT 10" O.C. 134.8 195.0 24' 195.0 195.0 129,0 32• 78' iJ32 195.0 O On O H1mH HQGM EIfL(+)/IM.(-) EJfL(+)/INT. . 28' 192.9 193.D 172.0 36 fI8.4 189.E 76.4 19-1/8' 195.0 (j/IM.(-) EXL(})/IM,(_) Z Fi 110.E 147.{ 67.9 28-1/2' 26` 195.0 _ _195.0 30' 20' 108.E 149.4 1. 180A 103.0 103.2 193.0 195.0 196.0 161.8 J2' 137.8 24• T19.1 19D.5 195.0 107,9 188.8 195.0 98.8 f29.0 173,1 195.0 98.2 37• 195A 185.0 ; 28' 78' 158.D 1y_1/g• 77.2 113.9 JB' 150.0 195.0 1�•4 I95.0 105A 185.0 131.9 86.0 114.7 yo• �•1 138.1 28-1/2' J8-J/8' 191s 183.0 40' 135.0 180.0 1J6.S 195.0 - 195.0 109.a 42' 7Z4 10J.2 32• 79A 127.0 37• - 146.1 128.8 171.t 7y_y 120A 125.0 74.4 IJ8,9 162.E 78.5 104.7 19-1/a` 20' 195.0 193.0 132.7 e.3 20' 19SA f93.0 119.1 195.0 24' 17a.9 24• iJ2,_7 ___ 19A0 195.0 153.5 191.9 1929 195.0 110.8 28' 28-I/2' S0-SIB' 193.2 105.0 28' 185.J 147.4 84' 19S'0 193.0 _ 1f0.8 165.9 D ~ IOS.O 94.8 126.4 1�'3 195.0 J7' 110.8 13&5 < 84.8 IJ6.4 173.0 78.J zry > 1• 42' 154.J 195.0 32" f5{.J -_ 142.2 19-1/a' 99.2 V <� 32• 144.6 88.5 117.9 195.0 88.5 132.7 26-1/2' 195.0 195.0 I231 195.0 0 �4�OK 192.9 �• '_A 829 110.6 37' �. 153J 196.0 89.0 155.8 fri 17t.3 717 - - 111.2 194.6 - 40' 115.7 154.J --- 9QJ 42' 98.0 63'9 111.6 {L _Z 11gg� L3 42' I10.2 148.9. _....._. 68.3 88.5 19-1/8' 195A 171.4 56.2 98.3 63.2 195.0 130.8 195.0 Q F 24' 1950.93. 28-1/Y 74-1/4' 164.7 195.0 154.8 f9J.5 195.0 94.4 131.1 ��' jo 24' /93.0 28' 193.0 129A 161.J 37• 1 i7.8 188.8 67.6 �• 192.9 18A0 110.6 130.2 108.1 n d 4B" 180.0 I95.0 103.2 ^ 32' fee.e 195.0 120.9 U m 1. 80.0 120.9 ? '1 150.0 187.5 86.0 I 00' 96.8 TYPICAL ANCHORS: SEE ELEV, FOR SPACING O �j In 1JS.0 166.E 77.4 42' 128.8 1SD.7 92.8 24. 7J.7 92.1 1 /4` DIA Ltwv_rne, • O w 195.0 195.0 I t• •���•-� (Fu-183 KSI, Fy-137 KSI) 5� O 24' 114.7 172.0 1 /4' DIA TAACON •� 195.0 193.0 114.7 � Inco, (Fu.177 K51, 28' 171.4 172.0 Fya 155 K51) N c 195.0 9e.3 147.4 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (n 30' 160.0 195.0 32' 54' 91.7 1J7.9 1-1/2' MIN. PENETRATION INTO WOOD 0 r'„"JJ 150.0 195.0 86.0 Q 3 36• 1333 1930 764 114.7 THRU 1BY BUCKS INTO CONC. OR MASONRY Z z 00• 114.7 tzo.o i-1/4" MIN. EMBED INTO CONC. OR MASONRY " 3 _ 171 A o 4z t14.J eae 1032 I DIRECTLY INTO CONC. OR MASONRY o: 171 A 85.5 I I 20 195.0 I"M 123e 1858 1-1/4' MIN. EMBED INTO CONC. OR MASONRY U o 24• 180.0 195.0 103.2 7A' 154.3 195.0 86.5 134.8 _ I I A 14 SMS OR SELF non I III, crn.-.- --- 1 (GRADE 2 CRS) JO• 80• 144.0 195.0 92.a 1J2.7 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN, THK. _ .090") 3Y 1350 123.E INTO METAL STRUCTURES 105.0 77.4 � �• 120.0 1W,0-""Ila.t dd�$ORS 11f/O HEAR rrm a. a1Le IOJ.zANCHORS SHEAR Clip STEEL : 1/8" THK, MIN. (Fy 36 KSI MIN.) g n loe•o 1e2.o 922 ALUMINUM 1/8` 7HK. MIN. (6063-75 MIN.) `o_ g W 42• - e1.9 102.9 154Z s9.o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED c ae.s ) , 24• 195.0 19s.o TYPICA Fnrc nlrr.. 3q � 117,J 164.2 2a' 175.3 I95.0 r 1' aa' 193.8 100s 140.7 INTO WOOD STRUCTURE - 1" MIN. I S3 32' 1..4 193•0 •• ••• • • • • • •• c 9J.8 131,3 INTO METAL STRUCTURE - 3/4" MIN, • '_" 193.0 88.0 a, 190.9 7e.2 IOD,S • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS 1'c - 8 = B 3 E 1227 • • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m - 20DO MIN, ,• - y 20'171.e 7D.4 • PSI MIN. 24` 195,0 195.0 ISMS ••• 00411 ••• ••• • • •• 129.0 160.7 t83.0 107,5 1• 72" 180.7 150.5 Engr: JAVAD AHMAD � 195.0 e c �. 92./ t29•C CML PRODUCT RPVISHD 150.0 105.0 M PE 70592 y ll wilh dw PloridA 32• ea.o 120.{ • • • • cAJ1. �s3e A+carryi � n � 3 140.5 In. O • • • • • • Huildin C04e 36' 125.0 173.1 80.6 112.9 • • • • • • A.c.pI N9 15-05 19 ! 9 k 71.1 100.3 • • • • • • • • i Q O t5 HxpinlInn Del. /201 B b • •• • • Miem' Pmduct Cagrol drowtn9 no. W98-100 ••• sheet 6o1 7 • • • • ••• • • • ••••• • • • • • • I. PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 20' 24' 28' 30' 32' 36' 40' 42' 1. 24" 1. 30' 32' 1. 1. 42' 20' 24' 28" 30" 32' 38' 1. 42- 20' 24' 28' 30, 32• 36• 40" 20• 24' 28" 30' 32" as' 40• 24' 26• 1. 32" 36, iol+o' 20' 24' 28' 30, 32• 36, 110.0 195.0 110.0 mi 35, 110.0 182.4 110.0 1795 110.0 177.3 105.8 145.1 97.0 120.0 110.0 179.5 110.0 159.6 100.9 146.6 42' 103.5 141.9 100.7 138.1 - 97.0 _ _ 120.0 95.2 120.0 95.0 120.0 110.0 195.0 110.0 177.3 110.0 160.9 45' 110.0 154.8 109.1 120.0 I03S 120.0 99.8 120.0 95.0 1200. 1104 174.1 110.0 182.0 99.8 120.0 1, 95.5 120.0 PERFORMANCE VALUES , PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK ALUMINUM 3 CK F'uA 7NSTALLATION ANCHORS WINDOW DIM9, REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES ! V WINDOW DIME. USE LOWER APPLICABLE VALUES. WIDTH HEIGHT EXT.(+) IM.(-) WIDTH HEIGHT EXT.(+) INT.(-) fec 20• 106.8 120.0 19-1/a' 110.0 195.0 12i 24' 90.9 f20-- 26-1 2' / 26' 110.0 193.0 28' 80.5 110.J 37• 110.0 164.2 1.76' 42' 110.0 152.4 32• 6010 60.0 19-I/8' 110.0 195.036• 60.0 60.0 28-1/z" 110.0 172.6 7� 20' 3e-3/8' 102.7 120.0 37' IfO.D 156.3 Q g 24' 88.2 120.0 42• O 28' 1. 779 120.0 19-1 8• �'7 120.0 1. / 110.0 195.0 32' 73.9 101.3 28-1/2" 110.0 154.7 I 1[ `t t3I7,1 6010 60.0 37• Q dl ppo 9g a 120.0 I i ry 20' I10.0 120.0 42• 1 R7 24' �•8 120.0 I 97A 120.0 79-1/8' 109.3 149.9 I 0�1y 28" 84' 85.5 117.3 26-1/Y 54.8 118.2 1" $0.0 60.0 37• 63' 670 16. 1 I e1 F 26-1/2' 74-1/4' 37' 19-1/8' 26-1/2' 76' 37, 19-1/8" 26-1/2' 77' a6.a Ii9.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 82.5 113.5 79.4 108.9 A - 1 /4" QM a% -CON X BY 'HI TF (Rn.163 K51, Fyv15 7 KSI) 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY 60.0 SOO 4' MIN. EMBED INTO CONC. OR MASONRY I /14 SAPS I c- -- .0 AT 6' FROM ENDS '•.8 17" O.C. MAX. AT JAMBS 1.5 24" O.C. MAX. AT HEAD/SILL :::: J •�F .0 In.1uLJ %14 SMS.2 AT 6" FROM ENDSAX17' O.C. M. AT JAMBS24' O.C. MAX. 1 = AT HEAD/SILL 0 h t \ 7 M . 4.4 ..' Z n • "' ° t TYPICAL ANCHORS TYPE 'A' OR '8' O .l AT 6" FROM ENDS AND TYPAL ANCHORS TYPE 'C. R" 2 1/2' MIN. I 17' O.C. MAX. AT JAMBS AT 6' FROM ENDS AND EDGE DIST. 17' O.C. MAX. AT HEAD/SILL 17' O.C. MAX. AT JAM95 I' MIN. 24' O.C. MAX. AT HEAD/SILL INCTAI II ATIO-� INSTALLLATION 'g' 1 / TYPICAL 28Y INTA 1�710ND�AI TYP WOOD BUCX OR WOOD STRUCTURES 0 r F u 11 F��I�i�i�I����-�` �N�L 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK V os.o I2o.o 1-•1/4• MIN. EMBED INTO CONCRETE *2.500.845e6" 91.3 120.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS •• ••'05 • • '08587.3119.7Ce,'�.•.06bN14 (GRADE 2 CRS) ••60.0 80ABo.o 6oA IN>n 28Y WOOD BUCKS OR WOOD STRUCTURES �_ • • • 1.1zs 1-1/2" MIN. PENETRATION INTO WOOD I10.0 154.5 1.497.0 120.0 TYPICAI CDC DI TANCr..903 il�m INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1" • • • • MIN. • • • • •9PSl4lIA� L COVER • 8 '8•8063-TB CONCRETE AT HEAD, SILL OR JAMBS 1't: s 3000 PSI MIN. • • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 20DO PSI MIN. 000• • • • • • • ••• • • • • ••• • • •• •• • • • • • • ••• • • • •• •• Ee9n: JAVAD AHMAD IB CML PRODUCT REVISED i 1 FLA PE 70592 atemplyitg with the FIaMY H iii CAN. Building Code Acceptance No 15-0s),2.1q 4 Z Y4Hon Dak 4i 14odocl Arewing n0. W 88-1OC MI®DiADE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOA STRATION DIVISION OTICE OF ACCE CE NOA CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 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.mia midaderov/economy —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 escrr erern, an as een esrgn r'd BuildWit6de, • • • g - e gh Velocity Zone. . . • CRIPTION: Series 11160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidle7it49= LMI' • • • • APPROVAL DOC T4 awing No.W13-01 Rev D ti lsd "-Series t 6 "" •' • of 11 of 11, inclusive sheet 9.1prepared�� �s' ng Door," ets 1; l+nt • - q orporation, dated 01-03-13 and rasa suAsed o W 05, 2AdS., Signed and sealed by Javad Ahmad, P.E., ar de County Product Controi RoWsion sta with the. :..' NOtIC . of /�Cf`Pntnnno .,....-t.._ and ,__._c__t.- • • ' w-Uy the Miami -Dade u roduct Comtrdl•Sectiori • • ...... MISSILE IMPACT RATING: Large and Small Missile Impact • • • • • • ltatlons: ' • • • •...�. 1. See Deslgn ressure ra rn -sh 2 , single sidelite M'* vh;ep3 and -door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entireassembfyt 2. See glazing option in sheet 5 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 done in its entirety. expiration date may be displayed in advertising literature. If any portion of the N tY is displayed, then it shall be 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 # 13-0226.06 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMMADE COUNTY M 1 e tj,4�k� NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 Page I CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised 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 FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 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 203-91 �...:. Along with manufacturer's parts and section drawing marked -up drawings bfal Minun;.sidelites, • • • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample•#31 dated 0-4/I 60015, ....:. signed and sealed by Ramesh Patel, RE • • • • • • �....• C. CALCULATIONS • 9800 1. Anchor verification calculations and structural analysis, complying wifhtBC-29-1j(Ith ..:..' Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 057197?5 and last revised en• • • • 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. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5 h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/1*2 approved by RER. Ishaq I. Chands, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 E-1 Approval Date: August 13, 2015 37-1/4' DOOR FRAME WIDTH 6" MAX 2 ANCHOR HEAD Slll �.. TYPE LE CORNERS A AT STILE I 101, 1 I 1 II / __irk I I I II � I m it Q n I II I \ II I o II I III � II \ I 11 I 1 ACTIVE B lj Tmi- 2 ANCHORS TYPE •8• AT STILE ENDS TYPI _e VATION ( X ) TYPI AI CI cveTlnu ( XX ) D00;2 OpTION� DOORS LOAD CAPACITY - pSF SINGLE DOORS (X) DOOR9 TOAD CAPACITY - pBp DOOR DIMS. LAM or DMUL- AM DOUBLE (xx FRMIE LEAF FRAME DOOR DIMS. LAM. or INSOL-LAM. WIDTH WIDTH HEIGHT EXT.(+) INT.(-) FRAME LEAF 37-1/4" 35' 96• BD WIDTH WIDTH HFEIRCHT EXT.(+) INT.(-) 72' 35' 6 O • NOTE: dy • • • • • • • VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. • • • • • • • • • • • • NOTE: FLUSH S MUST BE ENGAGED TOSHEAD DAND KSILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •• •••• • •• • • • • • • • • HEAD ANCHORS AT STILE ENDS RT FOR QUANTITY QUANTITY CHART ANCHOR TYPE SHIM Iff!l! 1/4- 4 6 ►NODIICEpBV o � i•In Iw ►M1r Ap=Z ly-ldl�_-0y- $FRIES SENTINEL an ALUMINUM OUTS NG DOOR W/ SIDEUTEs APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (X)) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDR. SEE SHEET t E LITES o FOR SINGLE OR DOUBLEN BE ON ONE OR BOTH S DOORS IDES FDESIGN LOAD CAPACITIES. SE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR THE LOWEST VA VALUE SFROMI DOOR, S DELITTEN E OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING HURRICANE ZONE (HVHZ). CODE INCLUDING NIGH VELOCITY 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL ETAL SCR • /M SCREWS, THAT COME INTO • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS • OF CURRENT FLORIDA BLOC. CODE. • DOORDOOR D—I-�—aM3.. -.•.. _..CML.••T••• Fu PE 70592 D100. *WW - FRAME HEI•HT - 12189% • • • 1 C� . �36 Olt. WrH (X 020R!) .f F ME WIDT��+I4L 13•!5" DOL60 w (IX OVF) 4 ISRAWE yT6rH — '�s)/2 AUG 2615 � ORS/SIDEUTES SRf UTED•FOR LARGE AND S • L MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. i drawing no. W13-01 • •• •• • • • • • • -TYPICAL FI FVATION FOR 3 HINGF DOOR ( x—) TYP JI Fl NATION FOR 3 HIN nn.7R (xx) .• ••• . . • • . •• • • .. • • • . • • . • • • . • ••• • • ••• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • ••• • • • . . . . . . . . . . . .. .. 00 . • • .. ... . . . ... . . BRAD ANCHORS AS STILE ENDS QLKNTm QUANTITY CHART ANCHOR TYPE SHDA 'AF 1/4- 4 4 4 3/B 6 6 6 1/27 7 e ►ac►Duc r aevlaeo � � 4rNJCr/ wkA Illf Pbr4A A-sMr[• N o W - O/ -O V N n CY•W Z � z .Dr: JAVAO AHMAD CML Hi FLk PE 705D2 CAN. 535 'olZ drawing no. W13-01 I DEMON LOAD CAPACITY - PSP SIDEUTE WIDTH INCHES FRAME HEIGHT INCHES STATIONARY PANEL (0) (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 84 80.0 80.0 60.0 80.0 _80.0 80.0 _ 60.0 80.0 37-1/8 39 42 73.8 73.8 88.6 6&6 24 30 33 36 37-1/8 J9 90 80.0 80.0 80.0 ao.o 80.0 80.0 80.0 80.0 77.6 77.6 73.a 73.8 24 30 33 36 37-1/8 96 80.0 80.0 SMO 00.0 80.0 80.0 $0.0 60.0 77.6 77.6 37 1/A' 1 G 31 1/8' D.L OPG. IYPIGAL Ft NATION ( O ) . .. . . . . .. . . ... . . . . . .. . . . . ... . . . . ... .. . . . . . ... • • • • • • • . • 144' MAX. • ••• • 6' • 72' • SIOEINiTE WIDTH . • • • DOOR FRAME WIDTH ••• • F A CORNERS T 1 • /1 1� -�r- H ===?k= \ SECK OM E DNS I I I I \ I I 1 I I 1 =-Zd SEE CKART FOR QUANTITY HEAD ANCHORS AT STILE & YOLuoN ENDS QUANTITY CHART ' ANCHOR TYPE SHIM 'K '8' 'C' 1/4' 4 4 T 4 3/8, 8 8 _ 8 ' FASTENERS SAME LOCATIONS II AS ANCHORS SHOWN ON SHEETS 1 & 2 11 I I - II 31 t/s' 1/2" 23 1/2' '3 1/6" to O.l. OPG, D.L OPG. D.L OPG. D.L. OPG. 4 ANCHORS jig SURFACE APPLIED TYPE 'B' FALSE MUNTINS TYPfCA! ELEVATION AT STILE AND MAY BE USED ( OXJ(O ) MULLION ENDS SIDELITE OPTIONSM r SID IT D O w D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D-LO. WIDTH n SIOEUTE WIDTH - 6' STAND ALONE SIDELITE ONLY D.L.O. WIDTH SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY Engr: JAVAD AHAIAD cm F CA# 1 3B 70592 rullohA L A F la a 62 c O z N I a V n h p� R � yNr=fina p3M m Z 2E n wog c 9 3 droving no. W 13-01 DESIGN LOAD CAPACITY - PSF DOOR SIDEUIE SMEM 70 DOOR X=ON SM�E TH HRGH (SEE NOTE BELOW) INCHES INCHES INCHES EU.(+) 24 80.0 80.0 30 50.0 80.0 33 35 84 80.0 ,O - 77.6 77.8 39 73.8 -- 73.6 42 66.5 68.6 24 BOA 80.0 30 80.0 80.0 JJ 35 90 80.0 $0.0 36 80.o 60.o 37-1/8 77.5 77.5 39 73.5 73.5 24 80.0 Iw_0 J0 35 98 80.0 80.0 33 JB 80.0 80.0 37-1 8 77.8 77.6 SIDEL.ITE TO DOOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAP FROM TABLES ON SHEET 1. 2. SELECT LOWER OF SIDELITE TO DOOR MULUON CAPACITY FROM TABLE ABOVE. 3. LOWER VALUES FROM STEPS 1 OR 2 WU APPLY TO ENTIRE SYSTEM, DOOR DOOR FRAME SIDELRE SIDETITE VRDTN WIDTH WIDTH FRA.Ml / C H J \ \ \ SIDEUTE DOOR FRAME WIDTH V40TH \ N 3 E \ END ANCHORS '( xoxxoo 3 DOOR STILE SEE SHEET 3 END ANCHORS SEE SHEEP 1 • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • ••• ••• • • • •• • • • • • • • • • • • • • • • ••• • ••• • • • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . c r Z i 0 a i 4 0$ a S t < Qx4a 6 3 ILzM� W el i T � 3 n h p tnnn N� "N)DOCf REVISI.O �� .v11h TA. P7ndh d 3 M n Z Z Amyh•ee 1M1�Nen bah 3 OO _y LIA '_ y cmvd NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAO ii cw�,"_ °• . E $ E m o n I b T CIVIL R CAN 5530 92 d 4 0 x 8 $ drawing no. W13-01 / 3/16' ANN. GLASS .075" Soflex CP With PI r Care By 'Eastman Chemical .090" SON" Clear And Wor Glass INTERLAYERS BY 'Eoetmon Chemical .090" Kuroroy SentryGla By 'Kunroy America, In .' 090" Kuroroy BulacRe By 'Kuroray Americo, In : 3/16" ANN. GLASS SILICONE DOW CORNING 995 DOW CORNING 899 _ GE-1200 v� 14 \ I � 1 f 28 AT 1/4 POINTS 7/16" LAM. GLASS 11 /16" TEMPERED GLASS 0/18' HEAT STREN'0 GLASS 3/8" AIR SPACE 07b' Sallies CP With PET Con 3/18" ANNEMEO CLASS BY 'Eastman Chemical Co' .075' Sa l.x CP 1Pdh PET INTERLAYERS 090 Saflex Clear And Color Glass BY 'Eastman Chemfcd Co., Care By 'Eastman Chemical Co.' .090' Kuroroy Sent"lae 'Kuraray .090" Soflex Cear And Color INTERLAYERS By 'Eastman Chemical Co.' Glass By America, Inc.' 090" Kuraray Butacite PVB 090" Kuroroy SentryGlae BY 'Kuroro America. Inc.' By Kuror ay America, Inc.,I' .090" Kuroroy Butoeite PVB 3/18' HEAT STREN'D GLASS By 'Kuroroy America, Inc.' SILICONE DOW CORNING 995 -3/16" HEAT STREN'D GLASS DOW CORNING 899 z CE-1200 SILICONE DOW CORNING 995 m DOW CORNING 899 n14 \ \ s 1 XL EDGE SPACER OR STEEL BY 'CARDINAL' \ DURASEAL BY 'OUANEX' 28 AT 1/4 POINTS _ / OR SUPER SPACER BY-OUANEX' 7/18" LAM, GLASS 28 AT 1/4 POINTS SILAZING OpT[p� • • • • • • .00 • • 1" OVERALL INSUL. LAM, GLASS • see • •• • • •• ••• •• • • ••• • • • • •• En9n JAVAO AHM10 • • • • • • • • • • • • . . • • • • • • • • CIVIL �• P 92 r:A Ss3e . . . ...... 38 . . . . . . . .. .. . 000 0 0 0 . . . . ••• 1 52015 :so.: 0 0 —YUtf a EVeer'V—"4. �V -Ij ro n _0 O 3 1 a �S4 6 0 U 0 .t O<< C = N O1 O O t7 in REVISM 64%,'ede.tnu.n.,9r -a (A to A dkz& n n 0 3 CZZ Z .••. et 5 O g asW � drawing no. W13-01 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING - s CONCRETE F� I I it 1�7 1 23 I I I I ul li ii \ q Oii,,i I lz ., a 0 0; PQ i TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OG DIST. 18Y WOOD BUCK . .• SEE TE SHEET I (ANC E •' j" TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 METAL STRUCTURE z ¢ z I � z z m� \ %TYPICnALANCHORSTYPICAL ANCHORS LEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING �-___ _______ ___ __l• I�MWA-DADE COUNTY APPROVED Ij I I CUPPED MULLION I I W000 BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS �TSEE SEPARATE NOA l MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM iL-__- �I AND TRANSFER THEM TO THE BUILDING STRUCTURE. ----- -- ---- -- TYPICAL ANCHORS:SEE EtFv. FOR SPACING o a TYPE 'A'- 1 /4" 0 A. LgjgACON BY 'EI O' (Fu-177 KSI, Fy-I55 KSp311 GT = - TYPICAL ANCHORS $ c ^ INTO 2BY WOOD B STRUCTURES SEE ELEVATIONS .tt " MIN. PEN FOR SPACING C) w THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) $ NM m TYPE '8'- " - a 3 in FU-177 KSI, Fy-155 KSI MIN. LENGTH = �/4" Z Z � DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) (� o 1-1/4" MIN. EMBED INTO CONC: OR MASONRY (JAMBS) U m � TYPE 'C'- 1/4" DLO- yEKs OR CFIF DRILLING CrogVQ MODUC F REvlsm(GRADE 5 CRS) amamp""Wvk The Phda INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/B') hwftgc" � _ _oy 3 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) Y $ STEEL : THK. MIN. (FyIN. = 36 KSI MIN.) 1 ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) c A (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) X 1 TYPICAL DISTANCE• _ INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTV%E•= iT/V Mij • • • • c o - - 1 WOOD AT • • • • • • • • o o'�. >yy - �' HEAD OR JAM89 Soo. 0.'J.►' J. • • • "' "d o $ $ CONCRETE AT HIIAD, S1Lt"lAMS$ P. J;5v� MIN < m o a C-90 HOLLOW`QRED•B��K *Aj �M�•f rn s 2 py 'MIN. n ANCHORS MAY BE HEX OR FLAT HEAD. Enq,: JAVAD OHMAD ¢' CIVIL FIX PE 1 70592 e SEALAN CAN. Ja AN • • ••• ••• ALL JOINTS AND FRAME C014N CTIQNS:SEJLEq WITH : 8 5 GE SCS2S60 SILIi _ _ SEALA 5 201. • • • • • • • • • • drawing no. DOOR DETAILS W 13-01 sheet g of 1 T • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL FOb 3/8" MAX.. SHIM CONCRETE . OR '' MASONRY TYPICAL ANCHORS •. SEE ELEV. FOR SPACIi .-N ACTIVE LEAP O 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 BOLT )UCK MEET I ANCHORS V. M:INC EXTERIOR O.L. -I LEAF W E WEWH ... • . • • • .. • • - • .. • • • • ••• • . . . .... .. . . .. .. . .. . . ... . ... . . . ___ DOOR DETAILS .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Z a 7 Q: n ►WDUtf BEVBHO •11►IMPNAY y O . o oy iiil�..M14, a ` p1w,m,Innote � / (W � M►�! I�r C..NwI 3 � a � n t ?� 3/11' MAX. QO S SHIM N 0 OR WOOD BUCK N WOOD STRUCTURE SEE NOTE SHEET 1 0 M n 0 Z INACTIVE LEAP 2 C, — SV V TYPICAL ANCHORS SEE ELEV. FOR SPACING n WtD i � 1592 o o n drowing no. ti 201!i W13-01 l0-2 LM •ou 6ulmDjp m Sys � T . . .. .. . . . ... . . . . . . . .. . . . ... .. . . . . . . ... . . . . ... S'IIV,L3Q �.LI'I�QIS • • • ••• • ••• L6S0G 11�Y0 3d Yli •• • • • •• ••• •• . ......... . ,•8 C Of SHMI 1 3 M 13�I 011 YVWS LWII 310N •• • • • • • ••• •• 318noo 'xvn u o iaa,LX3 L V 4 S133HS No moYdS BYiYf No00 33S SNOLLYO01 NOd 61 L SN3N31SY3 EbWr ONLLYYY O r ONIOYdS NO! A313 33S oNo1 .ti SHONONY-WO1dAL ANNOSYN No 313OONOO O � • ' YOHS XYN .a� oNardS NoU SNOLLYA313 335 SNOHONY 1VOIdAL '1SI0 3003 s, >. n - 34NON08 S + ri 0 H M 4 0 .w c, N O Z ;O .�T '3J3tl ;*OO`' X3ilaNdQ ONpYdS SNOLLYA313 33S SHOHONY iY01d.11 BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS ITEM 1 PART Z O F 1 �a n O 5 �1^D& h NOTE: ITEM NUM 8 10 11 ARF NOT IcFn W 3 ry va of o O �^ O p: ❑ F N yCn $ $ OtVMn d 03 m PILODUGf REVI3l0 n 3 h•ADI•tOB•iM IgmlM O Aftop-ft N. 10-A1r• SCREWS CLti �K �e yj c 5i u m •��44 § ff 2a—--= •• ••• • • • • • •• • • • • • • • • • o O ^ 'Y $ $ S • • •• • • • • • c •• ••• •• • • • •• Engr: JAVAD AHAIAD y N o CIVIL M 6 • ••• • • ••• ••• W 535 c • • • •• • • • • • ••• •• ••• ••• ••• •• 015 F Na DESdtIPTI�1 xA7ER1AL 6067.T6 IMMi, CW EXfItlIDER RIXARKs I CGI-N9 _ FRINE WAD AM SILL z ata91 FRAME JARS ITEM 1 PART Ne. IESCRIPTNI REMARKS 1/ 1 1/ S Y{' IEX HEAD iEKS - NAlldl ATTAQD[Ilr 19 A 6 X t2' PAN READ SHS - ASIRAfi/L ATTAOlICRT 12' FRCII ENDS 20 110 S I 1/1' PH SNS - ASff11RT 3 PER COIIKR ItE11 1 CDDE PART Hn DESCRI►n0N MATERIAL MANE, REMARKS zt HID T n M6 ]21D1 ,SSO EDAM GADIET FOAM atlESDURT qDV 23 xS VAA321MG .N7 x .721 VGAIHCRSTRIP PRE V/ CENTER FIN V00. AIE RRY EWIV 0.TRAFAA DR EDUIV 24 HD V333ZING ,187 X .SII NIQI PRE V'STRIPPIH6 WAIL V/ FIN LLIRNAD dt 23 N9 _ tlFlDe-/ HDIfA: t4 I/Y X 17 KIIIINUM EGFEUSTDX 2TA _ MN_ ADDBB-USS2p NDNL fl IR' X 1') IRASS FACER x 23D N11 AD1014153 HDIGE p 1/2' X 17 S/S HAfiER 26 Mt CGFDt2V fAA2RIG DEAD IULD S/D'-16 r1ALT IFREAIED ROD -_ SECUIED VI1H 3/D' HEX NJT VINYL CGFMTDM � � ZINC PLATED SETTIW MDCK W PER LnE) fPOq dIR1pIETER DDls SHplE A • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 Bell Awmbly 7 MINI CON -elm W.d Karl C 7.*Im me• c, ADd A.y Any. Bdl NoMeg Ikdi6� TO Adwelm TOP SECTION SHOWN (BOTTOM SIMILAR) 8 0 Flushbolts (Inoclive Ptlnd) Top do Bottom • • • • • • •• • •• • • • • • • • • • • • • • • ••• • • ••• ••• • • • •• • • • • • • •• • • • • • •• ... . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . sms H vO1i b � qI M1 in M � o O oo aF Al N � 'n 3N�e 0 ►itoDuc f REVISED Z z' u•pl6/.t1K t4 FkAh Wtliq cad. 3 0 EMk�Mi• 4 d D o a v Engn JAVAO AmMo t CIVIL R A.PE N.553CIVIL9Z o n G 0 5 growing no. W13-01 r--- 3.825 L .125 750 .100 1.590 `'/ DOOR FRAME HEAD/SILL .0162 1.625 1.587 tz FRAME COVER u SILL COVER .485 �+ .075 I 1.063 U SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER 411.0�607-71 .135 .8•245 .825 1.622 16 ASTRAGAL ADAPTER `J SHEAR BLOCK C=J DOOR FRAME JAMB 0 SIDELITE FRAME JAMB OO TOP & BOTTOM RAIL t 1.828 r.440 O] HINGE & LOCK STILE is SHEAR BLOCK PLATE t.250 .1175 450• • • • • • 1�4 .120 0 GLASS STOP (LAM. GLASS) 1.•• .120• ••• • • •• ••• • • • • • • 6 © Do 1 SIDELITE MATING JAMB 1.184 GLASS STOP (INSUL. LAM. GLASSi ... . . 0 ••• . 0 rRODUCf N r, tsG �8 EW JAVAO AH" ^ av6 SCAN. 7�08592 J g c drawing no. W13-01 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS iOLE LEK TOP k ROTTOM CORNER m ....... . .. .. . ......... . .. ... .. . .... • ••• • • ••• ••• • • • •• • • • • • • • •• • • • . •• ••• • ••• • • • .... ....... . . . . . . . . . . . ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS W9114 • Lelm.:��• CML FLAL PE CAN. J! to 4,v 4 � a s drawing no. W13-01 •AMERICAM SK!UGHTS. P M.00F P,SFO-1ca. DOUBLE DOMED ALUM, :].s.tla-OS73 r,[, (T-n CF 7 -Proposed Floor Plan z --• =+'-0" F21 SC. FT. ACDn04 W, N n n '`%ds r H D 1 L E - MARK QUANTITY TYPE W!D?H HEIGHT I GLASS THE ) JAMS PRODUCT APPROVAL N �.i�' - _— D45F4rN }E• 3E" 3.Jy' IAY.a:A1L �4iA5" •A/Ai- N.O.{ �+6-0):6.iJ ! -- ') THE G;J45S GiAZ�, U FACTGP OF ALL Y/IfkD-w_-: AND GLAiS COGR'L S1I11_ X .Dn -i TPC S,IGC FACTGR roR Al ly.,40 •'AS Al-) GLASS DC:ORS SHALL E° 0.45. � L - _ F- ----- DOOR 1`.'PE MA_RIA_ , WIDTH --�%I'!,U'IY4I t_; ,HEi 'H-I THKNESS JAkB PROCUC- APPROVAL XNO rn �-r.- e'-9• y:.f• rAlWOOD 31' R• a 3/R'&-FOID WDCD 3E" a'-5• ';/A' ny!U —_—_ I - .... 1 . _ .._........ - I ••• I) ALL MLL PLEi :N WET ANLA5 Y IALi. MNWLY T3-4 F3: 101 Z.' • 71 NAL PLES IN IW'f A.4EAc SHALT. 3: R WUII t* a IT. Ir'.',H e30\e • • • INY. lVSH FL:ON AS VLN Far 12•0,•: • • 1 • 1 .) FRDt'D: C)Mj dLW."T I{HI4.+ WALL !ILES N AFT AREAS ,M UAIPLAYSE • MTw rTK. '5D9 ALA R:'C,A2. •• • 1) AT rW 7M',z:E f GLA.>JRL A, UMIL MADE 7U- LY= „"LASS 9141 BE CAICCDIr;' 1 :A'ET! 4"lASS N :3M1'UA!IL'E Al 11 •:W ,V,s;, • • • • r 5) MI•TY(LIAI- EAICWP A-40 T•i 1-4 )WED COMNNA7Mh 'lALVCS • • iIAL PC DALANCED PKS5L 4L. • • I�NMT14 iW: UN :iI'NEAAi"ti 91.4 1,MD-FFFS'I.PE TNERfArAlkTC 4A',u • i INAI C':mr-v -0 OfREOI: �rMF.VTS OF A53 is n t>; • • Lr • A'A'12.I :i:`.L LS 113.1 AND -4L 3E W'iTALtE) Af THC • • Fj i.ACT rLA.%fzs SHALL H' rNL1J'_+.:Y AC,('S!LU ID AN- YEW 7) SHOWER M-'D TIiO-VW", C0A'3RiATY7'. VAL`rS REO:JKEi: FY THIS S --" ;HALL EV U.Vii*U WT14 A MEANS TO U`XT TFE (LIANA! '<TTN3 CF -4F. Vu..E IO t2) r !.% C), MIC1I 371ALL DC 1L10 AOJJST"U u. A'CMIAJKE MOi THE IfAhC=4CTIi>_-r><. h>TRL C-ICA. ;. !N :INE !:51L Y)LIFS SP4t")T W VILI.�D co-. CfYM�I:A,CC MTH MS SE1,164 A; ALL PLt;W4G FlTO:Ia;S WA'.L EC I'I '..WFLIAR(E ;tl1H T-I( FLORIDA 9UtOW-- r.C{TC, RL17_N0 UCION Jrci BIRD!-Vl 124. WALL CEILING FINISHES dlz±lm FLAME S°PEA.? _ MA1'WV $LIOU) fL "EAR A� FCR :N^,LI.AI:r; MAID?a; DOOR & WINDOW NOTES �_ muss •:TIJns• M: •.ov.�x EaEss n>•Q -<.. T;e nme.•w r,mR 4AYlt[ MJS' SE RO NORr Raul Tj l�otl: irW IML 10• 11 T,E MRI�ItiAM>. z- ,a n;?:..-E� a.cm:fr:;:• -.�.PE o:+;A R;a RE �+Evn;;.a•. IRsv na _X R--JJI n+E JSE r< A ni' 11.1 ;M _•2�'M RMItMILYk. �: rr rRly: so;. -c,E uI[uw• . v.m >'�.Ts. ') RKs " SiOfP 1M1QEAS m '.1 rAASS MMr.NS M✓44 N' 17 r I j GUILILLPM0 I It4MCt`; GON7A-LL i 3 PROJECr lmutl - .. �•//•rRR-- R�SIQENCLE •� .. I •I�,izt 'A.;Tv rewrrl • ' vw+ sm,"..rr..L.0 • • i • •tit• • i000 • • •• •••••• • •• • fr G c uS:E _.- %T\ Ez/o3/MTCTY rew ,, PROPOSED FLOOR PLAN °'sue' 071,15/16 D— W; G.G. ,n:xL:I LW G.C. "EE,- N A-3