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WS-15-2605 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245693 Permit Number: WS-10-15-2605 Scheduled Inspection Date: October 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: OLIVA, TERESA Work Classification: Window/Door Replacement Job Address:301 GRAND CONCOURSE Miami Shores, FL 33138- Phone Number (305)807-1210 Parcel Number 1132060133850 Project: <NONE> Contractor: PRESTIGE WINDOWS& DOORS Phone: (305)820-5999 Building Department Comments REPLACE WINDOWS (16)AND DOORS (2) Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 23,2015 For Inspections please call: (305)762-4949 Page 11 of 39 Miami Shores Village , € � 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: (305)795-2204 �eRti� AM' ri5 Expiration: 04112/2016 Project Address Parcel Number Applicant 301 GRAND CONCOURSE 1132060133850 Miami Shores, FL 33138- Block: Lot: TERESA OLIVA TR Owner Information Address Phone Cell TERESA OLIVA TR 301 GRAND CONCOURSE (305)807-1210 MIAMI SHORES FL 33138-2719 Contractor(s) Phone Cell Phone Valuation: $ 27,000.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 430 Type of Work:REPLACE WINDOWS(16)AND DOORS(2) Available Inspections: No of Openings: 18 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 DBPR Fee Invoke# WS-10-15-57419 $4.20 10/15/2015 Check#:5368 $340.60 $0.00 DCA Fee $4.20 Education Surcharge $5.40 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $340.60 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,ROOFIN nd SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named con tracto a work stated. October 15, 2015 Authorized Signature:Owner / Applicant / Contr r / Agen ate Building Department Copy October 15,2015 1 Miami Shores Village 11 OCT 15 201 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 ------ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q BUILDING Master Permit No. U)5 is- 'Z(006— PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 30` �jfunc� C oncmke' City: Miami Shores County: Miami Dade Zip: �✓313� Folio/Parcel#: -32-0(0 - 01-5 Sk-S;b Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: c^ FFE: OWNER:Name(Fee Simple Tit eholder): ��(� Phone#: �J EC) -7 Address:` � ncc,o 1`,� City: �. V) State:— Zip: �3ap_ Tenant/Lessee Name: Phone#: Email: (711 VG1606w(. &zo rye CONTRACTOR:Company Name: � �- V`��i�?S .� Phone#: � Address: `5� NW ti -_ l �1 City r``qM l cam, State: C L Zip: Qualifier Name: 6 rl;�-}t/ S AVj?--7 0 Phone#: State Certification or Registration#: C gC 17-5 I(e g Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z79 000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New �,�, Repair/Replace ❑ Demolition Description of Work:_2wlo � �, ko(� oW-s F Ny�' Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. L� -"6 Signature Signatur OWNER or AGENT CO RA R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ext 20 IS by 1 day of C: r .20 r-- by who is personally known to Grr.+irn� x- W- ZO .who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign: Print: -n EN E CARBONELL print: Km� KAREN E CARBONELL Seal: MY COMMISSION*E ''11;,� EXPIRES March 11.2018 Seal: EXPIRES Manch 11.2016 •••�•`' Rodd�Motr �Aam (4o7)�eOtOa Flo�Id�NoUrryawviaoom Gaon 39"153 ii## #i# f C1 /.�APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) %! MARK SIZE(INCHES) TYPE NOA# CALC.PRESS. �,E1 111 X 38 H.R 15-0512.05 47.9/+37.2 OFFIt; 2 111 X 38 H.R 15-0512.05 47.9/+37.2 OWL in a - 00 3 19 X 38 S.H 15-0512.10 53.6/+40.1 M 4A 36 X 79 SIDELITE 14-1015.04 50.0/38.2 46 72 X 79 DOOR 14-1015.04 41.1/+37.7 O 4C 36X79 SIDELITE 14-1015.04 50.0/+38.2 Q CD r- 5 73 X 50 H.R 15-0512.05 50.0/+38.2 ('� 0 6 6 33 X 80 DOOR 14-1015.04. 48.9/+37.7 Z � 'Q d 7 53 X 50 H.R 15-0512.05 50.0/+38.2 U QAC i 4a,4b,4c 8 8 74 X 50 H.R 1.5-0512.05 48.9/+37.7 - -Z�Q C7 Bruit 4 9 65 X 43 H.R 15-0512.05 50.0/+38.2 > v-4 CO 3 10 74 X 50 H.R 15-0512.05 48.9/+37.7 ❑:..a.M .. . MAW 11 53 X 50 H.R 15-0512.05 50.0/+ $ .... . 12 111 X 38 H.R 15-0512.05 47.9/+3� • • Bat 10 13 74 X 62 H.R 15-0512.05 40.6/+3?.7' • I�Iltiben 14 53 X 38 H.R 15-0512.05 51.5/+3g,�,� W A• LN Stalrstaebave 15 Ill X38 H.R 15-0512.05 47.9/+3��• 0 �• ' 16 52 X 49 H.R 15-0512.05 50.0/+3$.2�' �• • Ut 17 111 X 38 H.R 15-0512.05 47.9/+37.2' ;;. . 18 36X 38 H.R 15-0512.05 53.6 f+40.1 • • 19 33 X 80 DOOR 14-1015.04 50.0/+3$*2 Z Sittil� Z 0 w Office Bed zi WE PJIiam9 Shores Village W,� Entry 12 Egress APPROVED SY DATE � to remain ZONING DEPT 3 K Wh )N3P,�7� Vrh..9 _j 3 �tJJ l! BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL td OCT 1 .5 2015 I STATE AND COUNTY RULES AND REGULATIONS 1 MARK SIZE(INCHES) TYPE NOA# CALC. PRESS. 1 111 X 38 H.R 15-0512.05 47.9/+37.2 2 111 X 38 H.R 15-0512.05 47.9/+37.2 00 3 19 X 38 S.H 15-0512.10 53.6/+40.1 M eri 4A 36 X 79 SI©ELITE 14-1.015.04 50.0/38.2 M 4B 72 X 79 DOOR 14-1015.04 41.1/+37.70 4C 36 X 79 SIDELITE 14-1015.04 50.0/+38.2 E u c C a 5 73 X 50 H.R 15-0512.05 50.0/+38.2 0) V L 6 33 X 80 DOOR 14-1015.04 48.9/+37.7 Z_ 7 53 X 50 H.R 15-0512.05 50.01+38.2 V ` 8 74 X 50 H.R 15-0512.05 48.9/+37.7m'ET E 9 65 X43 H.R 15-0512.05 50.0/+38.2 " ? O !Q 10 74X 50 H.R 15-0512.05 48.9 f+3-X7 . �=••9• M �' 11 53 X 50 H.R 15-0512.05 50.0/+3&2„ 12 111 X 38 H.R 15-0512.05 47.9 j+3T.Z•• 18 Ste ln -19. 13 74 X 62 H.R 15-0512.05 40.6/+3?. 14 53 X 38 H.R 15-0512.05 51.5/+39,#.. . C4 .d. 15 111 X 38 H.R 15-0512.05 47.9/+371 ' 0 Bath 16 52 X 49 H.R 15-0512.05 50.0 f+3$.2 0 �;. . 17 111 X 33 H.R 15-0512.05 47.9/+3}2 Egress 2nd Floor18 36 X 38 H.R 15-0512.05 1 53.6/+40.1'17 Ised ' 19 33 X 80 DOOR 14-1015.04 50.0/+38.2 Z, w � t3 F14 Q w 16 15 Egress Com❑ 3 LL LU 3 M IAM 1• O C T 15 2015 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION _...___.. 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.mismidade.eov/economy CGI Windows&Doors,Inc. 10100 N.W.25"' 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 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 tbru last revised on AUG 05 2015 of 11 of 11 inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and 1 , P P . . Control Revision stamp with the Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product C p Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in 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 expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• 00: • •• INSPECTION:A copy of this entire NOA WWI be p"Illd=o=hd L4er•by the manufacturer or its distributors and shall be available for inspection at the job site et thapaquecf of the lutdkW Official. This NOA revises# 13-0226.06 consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. . see . ... . ... The submitted documentation was reviewed b�Isliaq I.r_ltan4a,P.F. ; ; . .. . .. . . .. ... . ... . . . NOA No. 14-1015.04 MIAMFDADE COUNTY ••• • • • • ••• • • Expiration Date: August 08,2018 Approval Date: August 13,2015 • ••• Page 1 . .. .. . . . .. .. 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 I1 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 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC (sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation,dated 10/06/2014,05/19/15 and last revised on AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02 -04 and-2009. P 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 01/14/1?. 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(51h Edition) and letter of no financial interest, prepared by Al Farooq Corporalienr dated 09/23/1.4,sigiaed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letterg as'jaj c�tfip;abgve referenced test reports. G. OTHER •' •" 0.: • • •• 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved.Qatett32/1611$ t# 12-05,31,pated 04/25/12 approved by RER. •• •• •• •• .-�. Ishaq I.Chanda,P.E. Product Control Examiner ••• ••• • NOA No 14-1015.04 • Expiration Date:August 08,2018 •••; ; ;••• Approval Date: August 13,2015 37-1/472' _ ME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS DOOR FRA 2 ANCHORS n SEE CHART FOR QUANTITY QUANTITY CHART 6"MAX. TYPE'A'. 'B'OR 'C' 3. 6' 3• AN TYPE Z 3 HEAD/ 3, AT STILE ENDS HEAD/SILL SHIM 'A' 'B' C. CORNERS 1/4' 4 4 4 ry nl ERS 6 6 8 LL � I / 1 I\ 1/2' 7 7 L cy !q g 11 Gf3� C 1 y f ( tMlO1M1CINEVFBED J O m m q LOCK OPTIONS I -- I�� r9ry►►9.dN lb.Pbrir Q 6 i ! SEE SHEET 9 i W_/ �1lrM �- �O• 0 W \ 1h1 f W \ �• —H 2 o ii • � o �ptg 9999•• II °J i • 1 i •,.. ii I '� I ii • bIA- • o n \IF=== a \\// i ==?F=�{ If •• • •• •000.1; o• —�� \ I _� I__ 9999 • • z II i i I • • •00009 � O 9000 • w-.q SERIES SENTINEL 180 0••0•• 0 • SMo ActWE I ALUMINUM OUTSWING DOOR W/ SID�1ITf3 0 9 7 � _ _ •• 00 �y I APPROVAL APPLIES TO SINGLE (X)AND DOV%�4q) LEAF DOORS O rTpl WITH OR WITHOUT SIDELITES. 0 0 0 • I;i Z 3,0 6 B B SIDE LITES CAN BE ON ONE OR BOTH SIDES OF WOR. • • z 7F*V3 Y _ $w 'a c0i SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAl��flIES. O -«g 23 1/2 1O 23 1/2' 23 1/2 SEE SHEET 3 FOR SINGLE STATIONARY ONEL LbCAPACMES. D.L. OPG. �Typ2 ANCHORS D.L.OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MU"N CJPACITY. 0 •9 9 i% a � E 'e' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CARACITY• • 0 AT STILE ENDS TYPE'B' FALSE MUNTINS •• • AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION G TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY s X tS ( HURRICANE ZONE(HVHZ). DOOR OPTIONS 19Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 g W r TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 41w SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM. or INSUL-L111. DOOR DIMS. LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LFAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. EXT.(+) MIT.(-) EX1.(+) INT.(-) WIDTH WIDTH HEIGHT // WIDTH WIORI HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o 0 0 37-1/4' 35' 96' 80 60 '7 72' 35' 96' 60 60 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE. n b NOTE: EMr.01AD AHMAD 1 FLUSH BOLTS AND LOCKS MUST BE FIA CIVIL PE 70592o' ENGAGED TO HEAD AND SILL DURING DOOR D_L.O. DIMS. PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT - FRAME HEIGHT -. 12.875' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' 3 5 NOTE: D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 25)/2 J AUG 201 GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13-01 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet i of 11 � s al 37-1/4' 72' HEAD ANCHORS AT STILE ENDS Z • DOOR FRAME WIDTH ODOR FRAME WIDTH QUANTITY CHART o 7d' 8^MAX. 3. 7YPECA�R D'OR 'C' 3" 6' 3' SEE CHART FOR QUANTITY ANCHOR TYPE !'6 HEAD/SILL AT STILE ENDS CORNS SHIM 'A' .B' 'C' �, L) CORNERS {� A 1/4' 4 4 4 a 1/2' 7 7 .3 x JL_ ! 3 J it \ S c I C u 1 u • • • 52 w 52 u LOCK OPTIONS I ��i • • • N xo I W�y_iI x _ o SEE SHEET 9 1 -- �'L •• • •••• \ • m 42 .o W m J ____H- •••••• • • P Q O$, qy •••• •••• ip II Q ,I}i 7 i II �O • ci 1i \ II I /• I 11 \ m •••••• • I I I I I I • • •••••• O w 11/ 0 DUcrREVDTED �A• iy Nxg t3 II I 1 I II NxQ<<9 •••� • 0 't `•Z aZ II I I I II �a = • 11 \ �3� NADIR**1:1114 •. • EA&i ACTIVE A - I ••w•• 3 0 0 • • • o=� O AU • CTVE • • 23 1/2' tO�8 23 1/2' 23 1/2' •• • O D.L. OPG. 2 ANCHORS D.L. OPG. DA.OPG. - ATP STILE ENDS 4 ANCHORS SURFACE APPLIED TYPE'B' FALSE MUNTINS AT STILE ENDS MAY BE USED z s TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR or it 12 ( X) ( XX ) wS a3F� NOTE: SEE SHEET 1 FOR DOOR CAPACITIES n `o-•SZ. . . " o$$$ S c c` Engn JAVAD AHMAO •r 2 CML Q o 33 FIA.PE/70592 CAN.3538 7 drawing no. W13-01 A 0 2015 street 2 of 11 144'MAX. �lt u v 1� o 37 1/8' 36' 72" W. SEE CHART FOR QUANTITY SIDELITE WIDTH SIOEIRE WIDTH DOOR FRAME WIDTH SIDELITE WID Z 3 HEAD ANCHORS AT STILE k MULLION ENDS O 6'MAX. 6"MAX. 6' 3' QTY CHARTHEAD/SILL �/SILL A ]3' ANCHOR TYPECORNERS F CORNERS �1 1 SHIM 'A' 'B' 'C' GI 1/4' 4 4 4 g, 3/8' 6 6 6 0 LL h II II W II II > `ptj3Ni o I rc IN I u n n J�' i FASTENERS SAME LOr�ypiyS•• t3 // LOCK ONS 1 m 1 u 1 � �✓ •45 ANCHORS SFIOWN�FI �••••:N p �/ SEE % 9 1 ==__{F� ====aF __ •6HE•ET• Ir 2 •••• , / Ilm 11 •••• •r•• • L �� •• ••• •••••• v '�� 1 II II • •• • • • •••••• O W 71 11_ •••• • Q�y• \ � I ��- II •••••• • • a �x- o • • • • • N 1 1 •• ••• O • $ p ACTNE _ INACTIVE _ _ • • �.+ 0 1 ) 1 1 • m • • • � Fi m�J •••••• _-9 31 B - • z• • O m r 31 1/8" 31 1/8' 23 1/2" 23 1/2" J 31 1/8' • 0 • • ••• Ubf D.L.OPG. O.L.OPG. D.L.OPG. DJ..OPG. D.L. OPG. • • • O SURFACE APPLILU 00 DESIGN LOAD CAPACITY - PSF 4 ANCHORS FRSE MUNDNS TYPE'B' MAY BE USED SIOEUTE STATIONARY PANEL(0) 1.A ELEVATION AT STILE AND SIDELITE FRAME NPI I ENA .TION � _ MULLION ENDS ' (SEE NOTE BELOW) WIDTH HEIGHT ( O ( OXXO ) /RODUCf REVLSED INCHES INCHES EXT.(+) INT.(-) q SIDELITE OPTIONS •e eemplyYX w•91Ye Fbe14 24 80.0 80.0 1uY102 Code 30 80.0 80.0 AaeWee No Ill -10/j�0 u s s ,} 33 84 60.0 80.0 �y4a1M•ONc.. 86.161 y� 7 36 80.0 80.0 NOW C.Ow 37-1/B 77.6 77.6 39 739 73.8 SITIFI I D .O. DIMS. °o A g 42 1 .6 6B.6 • $ 24 800 800 O.L.O. HEIGHT = FRAME HEIGHT - 12.875" c D.LO. WIDTH a SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY 30 60.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE 10 DOOR ONLY 33 90 80.0 80.0 n 'q 36 80.0 80.0 Ems.JAVAD CNllµMAO Q 37-1/8 77.6 77.6 FLA.PE 0 70592 0 - 39 73.8 7J.8 35m 24 80.0 50.0 3 30 80.0 80.0 33 96 80.0 80.0 All 015 drawing no. 36 80.0 80.0 W13-01 37-1/8 77.6 77.6 sheet 3 of i I DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR Us DOOR SIDEUTE FRAME SIDELITE SIDELITE FRAME SIDEUTE FRAME SIOELRE FRAME A6� o SIDELITE OO IDEUFRAME SIDBIRE TO DOOR MULLION WIDTH WIDTH WIDTH - WIDTH WIDTH WIDTH WIDTH `WIDTH IY r_� WIDTH WIDTH HEIGHT (SEE NOiE BELOW) l Z 3 INCHES INCHES INCHES EXT.(+) INT.(-) / / / C !q 24 80.0 80.0 C / H H / H C / \C 30 80.0 60.0 ; % %�. 6 0 V /ii v/• / / i %\ U 33 35 84 80.0 80.0 = %i C /( 36 80.0 80.0 W 3 3 37-1/8 77.6 77.6 9 0 C LL 39 73.8 73.8 \ \ \ / C 0 r 12 68.6 66.6 \ / �� ~ 24 80.0 80.0L Lj \J 11 _ O Q O 30 80.0 80.0 ><o (0X0) (xOx) a, 33 35 90 80.0 80.0 Ox 36 80.0 80.0 4L� 37-1/8 - 77.6 77.6 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE t Z 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH lit elf 24 80.0 80.0 ••• •• 30 35 96 80.0 80.0 / \ / \ • • • •a / \ \ •• • •••• • v� 33 80.0 80.0 E) 80.0 80.0 i•. �' �i i� %p •••••f •••• •••• tE 37-./., 77.6 77.6 _ % % / ./ •••s•• • °` \\ // \\ // •••••• �•••i• 2 0 w •v \ / \. / •••f • •t P -' •• 1• •• •s MULUONJ Xx0 3 DOOR STILE ' (OXXO) •• • $ 0 •� O O END ANCHORS END ANCHORS CFREVTSFO d 03P SEE SHEET 3 SEE SHEET 1 • W Gde~MN tir Fu'uk..•I g i 1k 6 • Ara twee N. �' p m.'�. tT.aW oa.nrq,y f � LEAF WIDTH LSIDEUTE WIDTH DOOR FRAME WIDTH s SINGLE(X)37 MAX. C p.4 DOUBLE(XX)72"MAX. g W u SIDELITE TO DOOR c o o H INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEETARE USE CHAFFS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) c<m o AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET I. ? Y 2. SELECT LOWER OF SIDEUTE TO DOOR MULLION Engr.JAVAD AHMAD 'a 4 CAPACITY FROM TABLE ABOVE. CML o 0592 3• LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY Fu PE CAN S3835 TO ENTIRE SYSTEM. y 3 W11ng no. 3-01 sheet 4 of 11 v V O M O J a 1 g a. Q^ 4 0 Y,i7(uu L V Q OG v v'o 0 3/16'TEMPERED CUSS • 3/8'AIR SPACE LL Ell 3/16"ANN.GLASS 3/16"HEAT STREN'0 GLASS 3/16'ANNEALED GLASS .1 V' _ C 075"Scflex CP With PET Core • • Q g .075"'Eastman CP Willi PET Coro y'E Saflestma CP With PET Core •••••• By'footman Chemical Co.' By'Eastman Chemical Co.' BY'Eastman Chemiey Co.' • • .-. .090'Soflex Clear And Color Gloss .090"Saflex Clear And Color Glass .090"So0ex Clear ArM Com Gl:s •••• ••w By'Eastman Chemical Co.' By'Eastman Chemical Co.' INTERUYERS By'Eastman Chemical Co. • • � •o INTERLAYERS IITERUYERS .090"Kuroroy SentryGlaa .090"Kuraray SentryGlas 090"Kuroroy Se America. Inc•:f• 0000 00004 By'Kuroroy America. Inc.' By'Kuroroy America,Inc.' BY'Kuroroy America, Inc.' ••• • n .090"Kuroroy Butocite PVB 090"Kurarcy Butocits PVB 090"Kuroroy Americo. PVB �•••,�e By'Kuroroy Americo, Inc.' By'Kuroroy Americo, Inc' By Kuroroy Americo,.r.j••• •••••• O Lu 3/16'ANN. GLASS 3/16"HUT STREN'0 CUSS 3/16"HEAT STREN'D GLASS 6000 • Mr• SILICONE SILICONE SIICONE •••••• • • X.0 y DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 • •�ROWIC OREVIIYA• cOOW CORNING 899 DOW CORNING 899 DOW CORNING 899 •• •• Mass viaGE-1200 —120D GE-1200 beYlgCede o pp m / \ \ 5 a] 1 \ 7 • • �F u' 14 \ < N 1♦ a � \ •tib `� \ n \ \ \ • • slCeeW o Y' XL EDGE SPACER .• . O g \ / _ oo \ ST. L• STEEL BY'CARDINAL: DURASEAL BY'OUANEX' O / OR SUPER SPACER BY'g1ANEX' � 28 AT 1 4 POINTS c 28 AT 1/4 POINTS / 28 AT 1/4 POINTS a g c 4f K 7/16" LAM. GLASS 7/18" LAM. GLASS 1" OVERALL 1NSUL. LAM. GLASS u GLAZING OPTIONS ° C e 4 a j ^�N3Sg9 L c<m EN,.-uAVAO ANMAO CNIL i m SCA 3538 2 1 5 2DI5 drawing no. W13-01 sheet 5 of 11 18Y WOOD BUCK 29Y WOOD BUCK �v U EDGE DIST. TYPICAL ANCHORS EDGE 01ST.. WOW STRUCTURE METAL 0I SEE ELEVATIONS SEE OTE SHEET 1 FOR SPACING ' �ONCR6TE" SEE NOTE SHEET 1 STRUCTURE ^ .• EDGE EDGE DIST. �CONCRE7E —� 22 a � Fl u 10 z -nom a �� as Qmp= �o 1 11 t IZ mN N m O ON r 23 i 21 \ \ \S TYPICAL ANCHORS n W O i 1 i I 12 J TYPICAL ANCHORS - - SEE ELEVATIONS a °� TYPICAL ANCHORS FOR SPACING Q <Q I Yf�l 13 SEE ELEVATIONS Ir G I iL®1� FOR SPACING FOR SPACING O a m m 1 I ------------------- �pq� I - jl MIAMI-RADE COUNTY APPROVED Q w� 6 11 CUPPEO MULLION l I I SEE SEPARATE NOA I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I I • • � N 26 TYPICAL ANCHORS: SEE ELEv. FDR SPACING g • •••••• TYPE 'A'- 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,FY-155 KSI) •• • •••• •�' MIN. LENGTH = 2-3/4" TYPIGI ANCHOR* LEWAFNM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •••••• SEE PACING SPACING FOR S 0 • • O W •••••• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) • o •A. THRU 1 BY BUCKS INTO CONIC. OR MASONRY •••••• •••••• =N o 0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •••• • �Yuvi�Tn _ a IA1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) •••••• • • 3 , W • • • • • e o�s�''a' Ili TYPE 'B'- cd 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51,FY-155 K51) •• •• •• •• iT• •? MIN. LENGTH = 2-3/4" :00:*: • 3 0 !n DIRECTLY INTO CONC. OR MASONRY 0 • • E2 R y� 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •••••• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •%"KrRLVIM 0•• TYPE 'C'- 1/4" DL• TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) •• • 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 'Am N. y INTO METAL STRUCTURES (HEAD/SILL/JAMBS) "` 3 $$ STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) SLI.. I.. ( w ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) frelllNMtrM °a B 1, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 I I m¢?¢L 5 i i i TYPICAL EDGE DISTANCE HH INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. B ®�I INTO METAL STRUCTURE = 3/4" MIN. a 21 c$ I i i 12 WOOD AT HEAD OR JAMBS SG- 0.55 MIN. <m v o 23 I i i I va CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. x C-90 HOLLOW/FILLED BLOCK AT JAMBS Pln - 2000 PSI MIN. N , Engr.JAVAD AHMAD ANCHORS MAY BE HEX OR FLAT HEAD. CIVIL RA PE 1 N X592 o n I � v_ : SEALANTS: ° ALL JOINTS AND FRAME CONNECTIONS SEALED W17H 5 201, ° EDCE DISE. TYPICALL ANCHORS GE SCS2000 SILICONE SEALANT. drowin 9 no. FOR ELEVATIONS DOOR DETAILS W13-01 6W1 6 or 17 3/SHIZ 3 SHIM C 2 , BUC SEE NOTE SHEETK 1 F i d ACTIVE LEAF g v . TYPICAL ANCHORS 21 SEE ELEV. TYPICAL ANCSEE HORS - FOR SPACING O F LL LEV FOR SPACING -' V 7O cy I% W G :. ��fW.Y . 1• Z y��(Z 23 27 1S ►RODUCf REVISED Z97q Ll 7 7 18 'i.: ;, r 0.044q wK\Nr rwrw Q W eiA 25 28 D.L. OPG. is"',`^. AtstNNee�Ph C OY METAL B EXTERIOR s. .w.oa STRUCTURE LEAF WIDTH 3 POINT LOCK 1w� ►V H WITH DEAD BOLT l SEE SHEET 9 MWJ n,/r P 1M• iO . DOOR FRAME WIDTH • • • • V •••• • • •••••• •••• O0•4111 49 • Ow ... •••F.- ... N3/8'MAX WON DEAD BOLT r*l POINT LOCK •• WOOD BUCKSHIMD91RUCTURtOR SEE SHEET 9 •CONCRETE 2 FLUSH BOLT • %OTE 9IEEP 1 �. ... : MASONRY' ACTIVE LEAF INACTIVE LEAF • • • o 24 16 • I� a 4 TYPICAL ANCH0R3 22 19 • • (,�rE• SEE ELEV..' �. •• ••• OR FOR SPACINJ • 4M!J"� ti� • • • 808 W .4 O�FBIKI w TYPICAL ANCHORS S g K 7 D.L. OPC. 7 7 7 SEE ELEV. 3 FOR SPACING a k ? 19 D.L.OPC. EXTERIOR LEAF WIDTH LEAF WIDTH •N m O �^ DOOR FRAME WIDTH S c+ mo+t$ Engr.JAVAD AFIMAO •� O CML � o CAN 3538 92 y�o n 3 wY $ a 05 2015 W13 -01 DOOR DETAILS sheet 7 of ti v U TYPICAL ANCHORS �� 4 SEE ELEVATIONS FOR SPACING .'•EDGE'Dl T. . Z 3 J l CONCRETE. .CONCRt7E, p� a I f � sg Z � 12 0 a 0 13 p•�� OZ pgf�L� QW�f� 0 7, N 26 3/8.WAx. SHIM MATING JAMB FASTENERS • • • S 2 t6 SEE DOOR JAMB SPACING FOR LOCATXWS •• • •••• (n •„ CONCRETE. 17 ON SHEETS T h 2 • • d' OR' � •.•• OG• MASONRY.. ••••.• • �] x ...... a ~ •. Is • . $fi1.m -- W •, • • • EJB 1 • • • • i•_ EXTERIOR • ��•• ♦ 26 D.L. OPG. LEAF WIDTH •may • ••• ••• SIDELTE WIDTH DOOR FRAME WIDTH •• • 26 37MAX. SINGLE(X) = S 72'MAX. DOUBLE FRAME WIDTH c a Q g TYPICAL ANCHORS j 4'LONG SEE ELEV. APPLY SEALANT �1t wuh at neri& 8 B FOR SPACING BEFORE MATING 6§Wlexcede gAfMeNe.One •0 0 o R 3 g$8d NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' 72 © 13 n = Engr:JAVAD ANMAD •� 9 CIVIL o M PE 70692 o n CAN. ¢ Y CONCRETE: drawing no. • 0. • •. n EDGE DIST. KCAL ANCHORS W13-01 SEE ELEVATIONS FOR SPACING SIDELITE DETAILS sheet $of 11 Z5 M EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS Z 3 ITEM 1 PART Na DESCRIPTION MATERIAL NAME. REMARKS ITEM 1 CODE PART 140. DESCRIPTION MATERIAL MAMi. RENAARS I CGI-189 FJ MEAD AND SAL 6063-76 CGI EI(imm 21 MIB 9:1947%7 FRAME 6ASKET FORM ANESDIM ORV I ff�dd 2 041-190 FRAME JOG 6OWT6 CGI EXIRUIER 22 M6 3208( .350 MAN GASKET FRAM AMESINIRT OR ¢q 0 3 CGI-1% SIDELITE IGD AMID SILL 6063-T6 CGI EXIFM 23 115 V3332DNG J87 x.20 VEAIHERSTRIP PILE W CENTER FN VOCIL 1TRAFAD ON EOUIV u 4 CGI-197 FREE SIANDING SIDELITE JAMB 6063-76 CGI EXTRUDER 24 NO V33321NG .167 X 900 HIGH PILE VSTRIPPING Vm V/FN GLTRAFAD OR EO ril 5 CGI-198 HATING SIDELITE JAND 6063-T6 CW EXTRUDER 25 M9 CN-OFD HNZ(4 V2'X 4) ALIT SW N 061-CLMIGN U - 0 t) n LL 6 CGI-193 PANEL TOP AND BOTTOM RAA 6063-T6 CGI E)(TRIIIER 25A MM ABOOD-U5320 Rm(4 I/2'X 4') IRASS INLER x 1 V 0p paj 7 CGI-191 PANEL VERTKAI STAE 6063.76 CGI E%TRUDER 25B 1111 A19*-U53 HINGE O V2'X 47 S/S HAti7t lax x ) O Q 9 CGI-199 SHEAR 1U( 6063-T6 CGI EXTRIIOEN 26 N4 CGI-362V GLAZING BEAD BU.B VR(ri CGI-OISIOI O 12 CGI-I% FRAME HEAD AND SILL OEV EWER 6063-75 CO EXIRUDER 27 M7 3/9'-16 FUILT THREADED ROD-SECURED WITH 3K'IIE)I MMT ZINC PLATED O(A ID&p 13 CGT-192 TIME HEAD AND SAL SLANTED SCREV CUM 6063-T5 CGI EXTRIIKH 28 - SETTING BLOC((2 PER LITE) EPDN WROETER 8035 SHORE A LL 2� N CGI-121 7/16'CUSS GLAZING DEAD 6063-15 COT EXTROER all NA CGI-123 I'GLASS GLAZING BEAD 6063.15 CGI EXIRUOER a W IS CGH23 SMEAR BLOCK PLATE 6063-76 CGI EXTR IDER NOTE' ITFM NUMBERS 8 10 do 11 ARE NOT USED 0 16 C51 195 ASTRAGAL 6063-TS Cly ExTRm 17 CGI-SN SCRCV CUM 6063.15 CGI EXTRUDER • • \ RR LOCKING HARDWARE 3 ""•;' PART N. DESCRNTER MATERIAL REMARKS .• • •.•• • CGI-45M 3 POINT LOCK ASSEKAY(ACTIVE LEM CQ-CUSTOI USED BY All OPTIONS • • � � •o ••...• ••.• O�j•M9 CGI-12M FLUSHBOLT ASSEMBLY(NKTIVE LEAS CGH31S1OI USED BY ALL OPTIONS • Lu OPTION 1 5455 PASS ACTIVE LEVER(ACTIVE LENT aJ. n. •...•• • cc 5455 TO DIMLY LEVER(INACTIVE LEAF) DALDVN WTIOAL •••• • • �• 8231 DEA091T(ACTIVE LEAF) BAIDVlN 0000 • vO1i OPTION 2 A60 DEADtdT(ACTIVE LEAF) DEXTER BY SCH. _ Q MO TWA ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SCM ••.•.. •• • d (-(�. x°'i .1111,TO(6B5 ARMY NEVER dMACTIVE LEAF) DEXTER BY Sm OPTIONAL •• .. •• •. z N�.✓%�• OPTION 3 UP2410 DEADDGLT(AL•IIVE LEAF) COPPER CREEK FRODUC f REVISED 3 O�!S{ 12221 ACTIVE LEVER(ACTIVE LEA) Cd'PER CREEi( • •4olles Code (7 p 4, 12290 DAMY LEVER(INACTIVE LEAF) [OPPFR CAECN OPiNBNI • N. u Ntl.-.s w 1• DOAK ••••wC 5ytC�I zGCPy z urs SCREWS - "+ ITEM 1 PART M0. IESCRIPIION RENARIM D 1 M X 3/1'HEX HEAD iEKS-NU11lM ATTACIIENf jr 19 0 6 X W2'PAN HEAD SMS-ASTRAGAL ATTACIIIENT 12'FROM ENDS 20 1 f0 X 1 1/4'PH SMS-ASSEMBLY 3 PER CIIDER .rc oot;Y�B •� 8888 �.<ouo O n_ Engr: IAVA0 AHNAD A _c CML FU PE t 70.592 o n CAN. 535 U 0t5 drawing no. w13-01 sheet 9 of 11 �v U O Z 3 _ Q soil Ran Asxndlr 4 d AIIdIIaY ai 8 LAW A.Y. L•Naq.A-Y. 9o � ua1�aQ� 04 Rod Red 1/2' of Rdl T— O Noa.ig N 010 a 3/4'PR SIS • • w 0000•• • • • 0000 FWshbdt • • • � qo�i •• • 0000 N • • • rn 000:0• 0000 z d�0•� •00.00 • aoc cwowe" ••�j••4• C—di.aw d o"\ 0000•• X0.00• N o Kgcd - Ksy.d O all N a 1/Y PN Ms •••••• • • •i'y ro pAwYadDd is / ••••IMODIICf REVISp 0•• ( n i - r arp71.8 wMs Ne IMr1Y 3 0 PR • Kyo • Wk1+r Dot D • • ••' lt�� 1 Ta�a FWbdl • Adiwlar •• YNF • cowd •• R1led plea o 0••• • Wh d 04Pa o TOP SECTION SHOWN (BOTTOM SIMILAR) `o a 12 Flushbolts(Inoctive Ponel) °' 3 i Tap&Bottom +n n I g<m�o n_ fir,JAVAD 1 O_ FLA. 35 2 : }` G 0 5 W1�3-01 —POINTSLOCK sh•ety,�of�7 [13-3.825 P5.500 n .125 .750 .062 1.625 1.590 1001.587 4.495 pp �- 6 " ,2 FRAME COVERL Q DOOR FRAME HEAD/SILL 3.825 ,.587 g&Q 458 1.410 F- 1.625 .062 ,.625 O TOP & BOTTOM RAIL E O 5.500 m t3 SILL COVER 080 ••• • .1; 6.438 .075 ••• • ••••M .465 1.828 , • • 25 ••o •••••• •••• c� �j••9 • OIx 1 .075 ,.063 4.495 O HINGE & LOCK STILE •••• • s ��n-n O1.755 ••:••• •• • • 8s�-R SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER •• •• •• •• €w 441 rd • • • • .J26 W;"i i •••••• 135 .070 1.E .185 • •�11D,1Cf REy�gEp •• .245 .625 •• C. wR•Mt��, .BO5 CeKM4 Ctiyt• •-.i' 'W' r5 weN• t/0/f Uy / s 1.622 .115 lSG Ott 0 n ,.060 Og 15 �/►aN�� comw ,6 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.005 1.061 ` �j .675 T 125 2.000- , n I .OSO o 0 0 8$0 8 .120 ,.462 090 .250 �<m u v t 500 1.184 .080 -OBO 14 •120 4.000 GLASS STOP (LAM. GLASS) 4.000 .075 �� E�gr.JAVADAHMAO 4.000 • .125 .070��-• `�5 FlA.PE 70592 0' 2.388 ( 1.465 1.465 T- CAN. $ o` 120 f o .420 3 .995 .OSO .970 Q �Q�!1 drowing no. ,.225 W 13-01 O O 0 , DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 11 ASSEMBLY FASTENERS TO DE INSTALLED PRIOR TO JOINING MATING JAMBS / ZG �: J ASSEMBLY FASTENERS TO IINSTALLE D 4 /' PRIOR TO JOINING MATING JAMBS > I j .f� `y`! � o I Y 1� 1 •(/� � 1 1 O I L 3 T 1 I aLL / � I /• l//V j i a��q 1 j O�N•0 I •O 1 I C q W 14 LL o W14- W HOLE CAP ACCESS HOLE • • i = 410so POO* � • • I •• �Q N • I • I • Q ��qn MATING JAMB 0 FASTENERS b b • ••• i • �] �• SEE SHEET 8 I j o •� FOR OETA9. 2 I • ••• •�A••• �N m 000 I SIDIFUTE JAMB CORNER SIDEI ITE MATING JAMB :�R:::• • 3 0 R DooR FRAME TDP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOnii M• • • 33 a••••• lila 0. o� L��-iy •E�� o �o m BSAS 27 �im Engr:JA�LAHMAD o c F1A.AN.PE/ 92 o n� s; C a 0 0 drawing no. W13-01 LEAF TOP & BOTTOM CORNER sheet 11 of 11 M IAM 1•D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.mismidade.eov/economy CGI Windows&Doors 10100 NW 251h 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire Iia jhpll bi Crovided to the user by the manufacturer or its distributors and shall be available for insp&tlbn,at:h0 JQb sit%at the request of the Building Official. This NOA revises NOA#14-091k00;and consists ofthis PAge 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentationlosY$dieweo�y ffnnuel F rot.P.E. "' •• NOA No.15-0512.10 MIAMI•DAI E COUNTY Expiration Date: September 22,2020 ME,,' ' �# 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®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,DurasealO 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 ReportNo.HTk_*dO8OA1SOf,-X,.da1ed 42163/10, signed and sealed by Vinu J. .. . . . . . Abraham,P.E. •. •: (Submitted unifer NUA NVIO V5B.11r• O•� Manuel P.E., . . •• Product Contro E miner • •� . : N No. 5-0512.10 ... . ... . . . Expiration Date: September 22,2020 • ; •• Approval Date: August 06 2015 . . . 2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th 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-5th Edition(2014), and of no financial interest,dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 03,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseai®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 Accept%pee•t1c;'14.04.1 j.4,%s ued to CGI Windows & Doors for their Series "Sentinel 11VAlunfthuill Single flung Window-.L.M.I. approved on 02/05/15 and expiring on 09/22/20. . ... . ... . .. ' Manuel P ez, I.E. Product Control xa iner . .. . .. . . .. "' "• NOA No.15- 12.10 Expiration Date: September 22,2020 ... ... Approval Date: August 06 2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 53 1/8' 52 1/8- 52 1/9' �� 9 FLANGE WIDTH BUCK WIDTH BUCK WITH m o 47 7/16- 47 7/16' 47 7/16' .z 3 D.LO.(FIX.LITE) FALSE MUNTINS D.LO. n Wx14],1 h"�vo O -__4==Ti1II❑.ifi1III i==�,�ji'-'.*iII�11IiiIII11. i—* --' �cU(9I 1nn fIUil ri n 1.F7�Jd�.:. D67 66-1=1IRI❑iI1iI1 i (FIX. UTE) 7IIlII1°iEIi1II1i-)__-- FALSE ur�M�IUNS �n D_. LiiI1lqiiI1i O. (FIX. UTE)FE) (SURFACE APPLIED) (SURFACE PPLIE) 20 9/16' HEAD SIUL OPTIONAL 5 1/2'MAX. mm.20 8/18' OPTIONAL 5 1/2-MAX. MAX. NA2 HEAD/SILL * 70FvQSQ�FWO�oCUWWZZEZW+1 HOLLf •y4L�l J0 HED/ HEAD/SILL H / HEAD/SRL A � CORERS O CORNERS 4 W L J O " {V a t !E aO Or- • ii %i ii n E n 1 n j ===--IF-- r----- m o ----- -- - ----- M - «�• �� A•••Y ii It Cz D • ° • m • • 3 Q�� • ii ii �^ 7 ii ii • 3 v W • r •••••• • m�••� s N 47 7/18- 47 7/16• ; (SURFS AMPUL J47.7 18"•• 0000 p �h•S D.L.O. (VENT) •O O.LO. (VENT) ,,8 D so•0••0 All• d•- 50 1/4' 50 1/4- h Z VE •• •• ••o VENT WIDTH VENT WIDTH _ Al•FRAM•••E • W FIN U� •� • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME T—T • • ••••• TYPICAL ELEVATION • • • _SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW •• • • ••• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER • • • 6 CHARTS SHOWN ON SHEET 2. *;k 28Q APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN _ tl OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 9/16" 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•^ INSULATING LAM. GLASS s 8 P a TMS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 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 LOADS TO THE STRUCTURE. E"9r. AVC OWL PRODUCT REVISED I 1 Y tv ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FIA PE gft °c-1pt711IB`"�IAO�ds S EMBEDMENT TO BASE MATERUL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.A INwld°„Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 1!;-0j;20.10 NOT PART OF TMS APPROVALolm DIU ;1020 1 JIJI 2015 ZI A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. e oduddrawing no. MATERLA S INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W10-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BUILDING CODE sheet 1 of 9 EQUAL DTES WINDOWS UNEQUAL DTES WINDOWS {amu DESIGN LOAD CAPACITY-PSF DIMON LOAD CAPACITY-PSP T p FIANCE DIMS. DUCK DIN& IGIAM TYPES'A'a'AI'C1d33 TYPES'6'a'i1' FLANGE DIMS. DUCK DIMS. MAK.TOP DTE GIA53 TYPES'Awe Gum TYPES'9'a'al' Q p L.4 HDGNT WIDTH WJGIrt EXT.(*) INT.(-) D(T44) INT-(-) wm IEIGHr WIDTH HEIGHT 'A'OW. DU.(+) INT.(-) TXL(+) Iw-(-) .= pp 3 18-1/S• 75.0 750 a0.0 a5A 53-1/8- 76• 52-1/9' 75• 36-1/4• 750 7510 60.0 65.o 25-1/Y 75.0 75.0 Sao 85.0 49' 7r• 48• 78• 39-1/4' 750 7510 80.0 85.0 25' 36' 25' 7510 75.0 410.0 a5.0 26-1/2' 23-1/2' 70-5/6' 75.0 7510 60.0 115.0 411• 75.0 750 60.0 850 31' 30• 53-5/8• 75.0 750 110.0 a5.0 52-1/e• 75A 75.0 80.0 85.0 33• 85• 32• 84' 60• no 75A 8010 415.0 18-1/8• 75.0 750 SOLO 85.0 37' 36 53-1/2 7541 7510 41010 85.0 1 20-1/2• 25-1/2' 75.0 75.0 804 55.0 43• 42• 45-1/4' 7510 750 8010 115.0 37• 38-3/8' 36' 37-3/6' 75.0 75.0 410-0 85.0 O U 3< �� V�W�N(qq 4g' 441• 75.0 7510 BOLO 85.0 W Y Fzy O>P4 53-1/8' 52-1/11' 75.0 75.0 8010 65.0 WIDTH p p v a 19-1/a' 18-1/8' 7510 7&0 8010_ 85.0 m 0 Ig 241-1/2' 25-1/2' 75.0 75.0 110.0 no 1pyy _ 50-5/8• 36' 49-5/8' 75.0 75.0 80.0 85.0 Z 111 • 49' 48 75.0 75.0 8010 1150 53-1/6' 52-1/6' 75.0 7510 a" 854 Q a i m 'i. 19-1/e• 1a-1/8• 7&0 7510 80.0 no ' O 26-1/2' 25-1/2• 70.0 75.0 80.0 85.0 p 37' 83' 38' 62' 75.0 754 50.0 a" x J 49• 441• 7100 7510 8010 no m O • \ • 53-1/3• 52-1/8• 75.0 7510 80.0 55.0 19-1/8• 18-1/6• 75.0 75.0 00.0 nO •••• • a • • } 6666 28-1/2' 25-1/2' 73.0 75.0 80.0 85.0 •• • 6 •••• v V) •Tri 3r 741 36 is• 75.0 75.0 410.o 85.0 UNEQUAL LRES (ORIEL TYPE) • • � Q0 49' 48' 7510 75.0 410.0 a5.O 666!6• •9.6 3 Oma• 53-1/8• 52-1/5' 7510 75.0 80.0 65.0 • = 19-1/6- 18-1/9• 75.0 75.0 a" 85.0 e••••• • yj 28_1/2• 25-1/2' 75.0 75.0 60.0 65.0 •••• • • �• 415' 414• a • •069.6 3r 36• 75.0 75.0 ao.0 85.0 DIMS jr Typ. 46-1/2' 45-1/z' 75.0 75.0 emo 85.0 �'Typ. K •9 6• • p �•i • • • • • y1 •• •e •! •• Z 4R. Z3 WIDTH Er FLANGE FRAME ••• •i 6 U- • • • 9 �{ •0000• FIANCE DIMS •••••e • • • g • • BUCK DIMS tx p •• • • ••• i 6666 • o x - EQUALFRAME q 4 BUCK DNSEQUAL LRES 0• 018 8 3 FIN FRAME Ee9r:.MVAD AHMAo •r BUCK DIMS E.91. REVISED FLA. 70592 eec pfyingwOh the Florida 4C 535 1lvilding Code s M , 17, A�ea.naPb 15-0502 10 rnI Dme 2DLo � $ a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BY IA BASED ON ASTM E1300-09 (3 SEC. GUSTS) ou ADAPTOR F AME 2011 MI ��d Browing ra. AND FLORIDA BUILDING COMMISSION FLANGE olMs W 10-Q3 DECLARATORY STATEMENT DCA05-DEC-219 sheet of 9 1/8'ANN. GLASS 1/8"HEAT STREN'D GLASS 075'Interkyor 075"Interloyer eY o Soflex CP%h PEr Coro Safi"CP With PET Coro O'Eastman Chemical Co.' OAR'Eastman Chemical Co.' Z 3 J 090'Interloyer (Cleo,And Color Gloss Soft"Cleo, d Color Glass L By'Eastman Chemical Co: By'Eastman Chemical Co.' s OR OR ¢ Y U 090'Interloyer 090"Interlayer roO :5 Kuroray SentryGtas Kuray SentryGlas a By'Kuroroy America,Inc.'OR By'Kuroray America, Inc.'OR w 090'Interloyer 090"Interlayer 0 t r Kuroroy Butocite PVB Kuraray Butacite PVB By'Kuroroy Americo, Inc.' By 'Kuroroy Americo, Inc' ~ aO j 1/8'ANN.GLASS 1/8'HEAT STREN'D CUSS 0 4 m SILICONE M SILICONE Q GE 1200GE 1200 M1 DOW CORNING 899 N u Mt DOW CORNING SIN {L DOW CORNING 995 DOW CORNING 995 Q b 0 C O FWF, E8 �' EB • • \ 5r M4 AT 1/4 POINTS ON UTES {' AT 1/4 POINTS ON LITES •••••• r�f WIDER THAN 36" W VADER THAN 36" • • • to •• • •••• 3 � •mss' GLASS TYPE 'A' GLASS TYPE 'H' • • O t, 5/16'OVERALL LAM.CUSS 5/16'OVERALL LAM.GLASS ••v••• •••• 3 $�• (L.M.I & S.M.I.) • �/ = 4 • 1/8"ANN. GLASS 1/8"HEAT STREN'D CU •SS 1"•••• • •• •••••• t/►C,4 n Safi" ICP11 yer 075'ICP With sr n Soflex CP Wflh PET Core Soflex CP With PET Coro •••••• • • Fj 'Eastman Chemical Co.' o'Eastman Chemical Co.' •••000 ••••• •lea!_ OR 090'Interloyer 090"Interloyer • Safi"Clear And Color Gloss Saflex Clear And Color Gloss •• • w U orb r,1 By'Eastman Chemical Co.' By'Eastman Chemical Co.' • • • • w •••••• OR OR71pp 1/4'AIR SPACE 090'Interlayer 1/4AIR SPACE 090"Interlayer • • •••••• 1n Ile • Kuroroy Sentryaw Kuroroy SentryGlas 8y'Kuroroy America,Inc.'OR By'Kuroroy Americo. Inc'OR • • • 1/8'ANN. GLASS 090'Interlayer 090'Interlayer Kuroroy Butaeite PVB 1/8"HEAT STREN'D GLASS Kuroroy Butoeite PVB • • • By'Kuroroy America,Inc: By'Kuroroy America,Inc.' •• • e$ 2 Qz 1/8'ANN. GLASS 1/8'HEAT SIAEN'D GLASS u S SILICONE � � SILICONE •��'� Z GE 1200 GE 1200 g DOW CORNING 899 DOW CORNING 899 U All OOW CORNING 895 W M7 DOW CORN=9950 • ^ e jj o_a.1S XL EDGE SPACER XL EDGE SPACER e1 8 S X ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' <m a OR OR a DURASEAL BY'OtMEX' a OUR/SEAL BY'OIMNEX' OOR O OR o E9 SUPER SPACER BY"OVANIX' �' E9 SUPER SPACER BY'OUANIX' Enqr:JAVAD AH141D PRODUCTREVISEDCIVI M4 AT 1/4 POINTS ALL SIZES 4 AT 1/4 POINTS ALL SIZES FLA. W2 as complying with the PloAde W W Building GT_ASS TYPP. 'AI' GLASS TYPE 'H1' 0.70"OVERALL INSUL.LAM.CUSS (L.M.1 ONLY) 0.70'OVERALL 9NSUL.LAM.CLASS gy J 301015 °adeP'°dVe` W1r0-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • EX IOM PLY OF GLASS TYPE'At'&'B7'MUST BE TEMPERED. sheet 3 of 9 TYPICAL °"DR9SEE ELEV FLANGE & FLANGE ADAPTOR FRAME VI.V ,By FOR SPACING n 1Y000 SE BUCK UL LEDWGE :EOGF.DIST. TYPICAL ANCHORS __ Q r--------------=---- SEE SPACELEV.ING I I MW9-DADS C U APPROVE° I l "a. FOR SPAUNG o I 1 }' I MULLION d MULLION ANCHORS i I I SEE SEPARATE NOA I I d 0 r 0 Dom. w 0I I 9 $� 0 !EDGE DIST. I d W 1* , o4< m TYPICAL ANCHORS TYPICAL ANCHORS O O 55 SEE SC SEE ELEV.FOR SPACING FOR SPACING p Zui: M9 Qb � 2 3/� WOOD BUCKS AND METAL STRUCTURE 140T BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O AND TRANSFER THEM TO THE BUILDING STRUCTURE. SWEEP LOCK cI 2�3/B•MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING v OPTIONAL TO • • 0 EGRESS i 1 EGRESS LOCK ,]_/4" DIA. TAPCON BY 'TI1W (Fu-120 K51.Fy-92 KSI) 090••• 3 M m AT SILL1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,F�5j KSQ • ; $Lj • INTO 2BY WOOD BUCKS OR WOOD STRUCIUAES • •••••• = o cc • 1-1/2" MIN. PENETRATION INTO WOOD •••••• •••• 3 •zu• © -----`. • �n S THRU 1 BY BUCKS INTO CONIC. OR MASONRY••• • � �N�+� a0 E� WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASpWfVq • • o -.0 " DEPTH SHALL BE 2%". THE USE OF • • •••••• 3J DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONIC. OR MASONRY •••• • al W 1 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY z F i PERMFTTED. •••••• • • � -Y W #14 SMS OR SEF DRILLING SCREWS ��RS) •••••i Vi•i INTO METAL STRUCTURES i W • STEEL 12 GA. MIN. (Fy = 36 KSI MWJ• • • g •• F ALUMINUM : 1/8" THK. MIN. (6063-T56MIN.) • • • (STEEL IN CONTACT WITH ALUMINUM TO•BE P4TED OR PlIPMIP)•• • c 1 !14 SMS OR SELF DRILLING SCREWS (GIDE 2-;S) •• :•: +c INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK.•v .D96-) ° (NO SHIM SPACE) m` ' I TYPICAL EDGE DISTANC 54E • 5 2 INTO CONCRETE AND MASONRY= 2" MIN. 1 INTO WOOD STRUCTURE = 1' MIN. o 9 + - i E6INTO METAL STRUCTURE - 3/4" MIN. og•a$S 3 M9ah WOOD AT HEAD, SILL OR JAMBS SG- 0.55 MIN. L <m (O 2 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C` C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. o 1 : ErW;JAVAD AHMAD PRODUCT REVISED A. CML u complying wish dw Florida C.AN Duilding Code „ +I " d M PE/70592 Accryllmtt No 2 �♦7J'T��Oy • ,e a + . '• 3539 'Tallon Dale 040 $ b $ TANCHORS EDGE dsr. JN'-..- '• :• �'.. = I X\—SEE EELLEV. Muml lak Pmdlcl drawing no. TYPICAL ANCI,ORS FOR SPACING O 2015 ,BY SEE ELEV. w W1 O—O3 FOR SPACING f ,W000 BUCK h O s eet 4 9 O 1/4'MAX. BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME L,q!7j O SHIM SHIMS o O1 1 TYPICAL ANCHORS l. J TYPICAL SEE V. ANCHORSFOR SPACING ORS 1 S• S5 SEE ELEV. FOR SPACING , ua ,., FLANGE ADAPTOR FRAME g _ zoMETAL r STRUCTURE 5 0 aE 1BY O 2 y EXTERIOR t WOOD BUCKS 1 p' Et O D.L.OPG. O a O t/4'MAX. BUCK VADTH SHIMS SHINS • • TYPICAL ANCHORS O W ! 'I • •TYPICAL3 100. • ANCHORS SEE ELEV. SEE ELEV. • •••• p� • FOR SPACING •v ' FOR SPACING i I • •• • • vi V) ti s ? pp 1 1/4. O i.• • • �s•11 WOOD zz •• •• • • EE R 3� WOOD STRUM E2 ••••• •••••• N ��.•� 1B t • • • p • WOOD BUCKS • • • • as MUMI—DARE COUNTY •••• o g R APPROVED ANCA 1/2•lYP SEE SEPARATE O ` o BUCK WIDTH BUCK WIDTH •�' INTALIATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND o FLANGE ADAPTOR FRAMES. o •a:a I I 'I i Eaar:JAVAD AHMAD PRODUCT REVtSIlD I 1 CNPE/L as a plying with the Florida Q I I _ F C N 3570 2 Acceplmlce L __J 1 E3 inlion Dela p By i Product droving no. J14 x r FH.SMS, J 2015 W10-03 • •neat g of g TYPICAL""°"°'� STRUCTURE EQUAL LEG FRAME �V.V o SEE AEV. 1BY FOR SPACING S7RUCTlNFLE x 1 WOOD BUCK to_ I - TYPICAL ANCHORS E____________________� 0 \ r_ ________________�I 3 a; a: 'EDGF..DIST. SEE ELEV. 0 jl MW11 DARE COUNTY APPROVED n �S FOR SPACING II MULLION do MULLION ANCHORS II 0 zd •.a..', °• a E p5f. \ EDGE = I i SEE SEPARATE NOA i I 1"' ry a a I an I EDGE 01ST. �j 6 5 Al "' E, 3 o t N a ES TYPICAL ANCHORS SEE ELEV. �ICAL ANCHORS 1��Qyyrr M2 FOR SPACING FOR SPACING 0 4 SS TYPICAL ANCHORS MIAMI—RADE COUNTY SEE ELEV. APPROVED MULLION ; to FOR SPACING M9 S MULLION ANCHORS 1��.j ,1 0 1/4�MAX. NOA DUCK WIDTH BUCK WIDTH SEE SEPARATE BUCK WIDTH Q w ei F G J SHIMS O • D1 ^ I � N fr---I \ I . SWEEP LOCK 1 1/4"• OPOONAL TO -- — — —__ i I -- • • `�' N u 1 EGRESS LOCK _ _ — ••• •• EB AT SIU. __ I I • • ; l�Ad10r- I < I I • _ L __J O •• •• tn7j 4t oied? a ;a* • •••••• /14 Xi'FH. •• • Gi Z •��111•� r • ••••• •• • • W �0 W • .• .• .• y V0�. � W N - EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY • • • • INTO WOOD, CONCRETE OR METAL STRUCTURES •••••• WITHOUT THE NEED OF A WOOD BUCK. • ••• • r • • • • o R RE ••l • � 2 3/8'MIN. N �O� 2 3/b'MIN. _ TY P ICAL .2 SEE ELEV. a O$S 3 M9 z I= •.' FOR SPACING C 0 U It \\\ 0 \\\\ Engr:JAVAD AHMMD PRODUCT REVISFJ3 et CML M complying with the FloridS I ---_---. FLA.PE S�2 Building Code {��0 �} WHEN USED THE MIN. WOOD BUCK S AcceplakeNo 3 3 DEPTH SHALL BE 2%-. THE USE OF EWE DIST. I \ iYPIrAL A1�LHORS " DEEPER OR BEVELED WOODBUCKS IS Mimnl oftPfld9cl drawing no. SEE PERMITTED. �• ,By I FOR SPACING L 2015 W10-03 WOOD BUCK shoot G of 9 S �y�ORS FIN FRAME �V.V o ILLUSTRATIVE DTLS.ONLY FOR SPADING I EXT.OR INT.FINISHES 1 0 NOT BY CGI i Z c� f •6 s HOUSE WRAP — TYPICAL ANCHORS: SEE ELEV. FOR SPACING O NOT BY CGI gB SMs (GRADE 2 CRS) L E1 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0 t ES I --- BACKBED 1-1/2' MIN. PENETRATION INiO WOOD MRS CAULKING V&�` 8 41- � Ll � Q Has � o c I _ I � N P I - M SWEEP LOCK J n 1 OPTIONAL TO • • (/1 n EGRESS LOCK •••e•• Ir EB AT SILL f•• • 3 O G• Ll WOOD STRUCTURE 1/4'MAX BUCK HEIGHT •• •1/4'MAY,••••• 2 0 e B GAP .0.•9• GAP 0900 N y o NOT BY CGI y E3 F � 'r•f�•. a. 1/2'MIN. 09.9•. 1/2'MN. • FF��'yN` O 0- D 0090 • 9 G 3 r7'r+f F i 1 .•9• • • z JW Y! 2 • • • • W moo •• • •• • "' y.1 I •f•• BACKBEO • CAULKING yl •• k • • 9SS I _ I • C2 � + •,age S{ i ! HOUSE WRAP o ES NOT BY CGI c•^ e E3 ES EXTERIOR M9 - D.L.OPG. o � m u 1{ BACKBED CAULKING o E2 Engr:JAVAD AHMAD PRODUCT REVISED n CML 0c 1plyin6withlikefo" q . FLA.PE f M92 "in9 Code o HOUSE WRAP X C.A 3539 Aw,.g ce"�5-001t.10 �y tim Date NOT BY CGI 1 1/2' i et b ;.� �c++ A'limu Pm�tddrawing no. I TYPICAL ANCHORS IL 2015 W 10-03 SEE ELEV. sheet ] of 9 FOR SPACING O ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLER/REMARKS �v U O E1 C0I-100 I FRAME HEAD 6063-T8 - 1 E2 CGI-101 1 FRAME SILL 8083-TS � E3 CGI-102 2 FRAME JAMB 6063-T6 - O E4 CGI-103 1 MEETING RAIL 6063-TB - z zd E5 C01-104 1 LOCK RAIL 6063-T8 - ~f n E6 CGI-105 1 HANDLE RNL 6063-T8 - to C 0 U E7 CCI-106 2 SASH RAIL 6083-T6 - ES CGI-107 AS REGO. 5/16'GLAZING BEAD 6063-T5 - p to EB CCI-108 AS READ. 0.700'GLAZING BEAD 8083-TS - Q 7 EIO CW-109 AS REDD. FRONT FLANGE ADAPTOR 8063-76 - Ell CGI-110 AS READ. ►Y�FIN ADAPTOR 6063-T5 EI Cd-135 1 FLANGE FRAME HEAD 6083-T6 - IL Q �14L E13 CGI-136 2 FLANGE FRAME JAMB 8063-T6 - E14 CGI-137 I FLANGE FRAME SILL 6063-T6 - Q 3 g E17 CGI-805 OPTIONAL SCREEN FRAME 8063-T5 ab�f � M1 CGI-382V AS RE00. GLAZING BULB VINYL(DUROMETER 75-00 MORE A) PVC N�R ±5 M2 CGI-111 OPTIONAL. SCREW COVER PVC N. M3 CGI-112 AS REDD. EQUAL LEG COVER/SHIM.3'LONG AT ANCHOR LOCATIONS PVCM4 - 2/UTE SETTING BLOCKS EPDM HORE AM9 SUPER BOOST 2/WDW. SPIRAL BALANCE -MIO - 2/WDW. BLOCK/TACKLE BALANCE - • .,_. TA n M11 W2320ING AS REOD. PRE WITH CENTER IN WOOL• ULTRkFAB OR EOUK 3 Ov lam•64 M12 CGI-129 1/WOW. EGRESS LOCK OALUCMN. O d' • M13 CGI-131 2/WOW. HANDLE RAIL END CAP M&M • • _ M14 E2601OWN - D BULB-T SLOT OR EOUI* o• M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE)M116 CGI-130 2/WDW. SASH TOP GUDE(SPRM-BALANCE)M17 A30730401-32 1/WDW. CAM LOCK TRUTH•OR EQUN.••••••MIS CGI-132 2/WDW. SASH STOP.2'LONG OTYPE ORE N. •Ze(� U20 CGI-125 2/WOW. SASH CAM(BIT BALANCE) NYLON* dMftW• • • E • 3 M21 - 2/WOW. B/T BALANCE TAKE OUT CLIP - •• Bjl EQUN. y M7 ®.O__y� M22 148-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN •F M23 CCI-134 - SEL SPACERPVC• E OR EQUN. aW' • N • S2 - 2 OR 3/CDRNER / 10 X 1 1/*-I.C.PHL.PH.SMS. ST/5T,ASSEMBLY SCREW - • - S4 - 4/WDW. 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW - • • irp 04, SS _ 2/WDW. /B X 1'LG.FH.SMS. ST/ST.SPIRAL S.ASSEMBLY - - i 56 2/LOCK 6 X 1/2'LG.FH.SMS.O CGI-133 h CAM LOCK _ _ •• • '01 2, - q H �y�So a S 8 E o :- Nr.JAVAD AHMAD PRODUCT REVISED w CML .complying wdh the Florida o FLA.PE/70592 Buddini;CNo 2! CAN.7536 Yat iralion Dale $ $ 415 ' Am4ittro Prolklo $drawing no. k f W10-03 sheet $ of 9 2.505 2.50.5 .065 �� n 52 0 LI 1.745 .811 j .811 1.550 1.680 I 0 k .715 I .065 1.245.7{5 �.HA .�_ L E72 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Eft NAIL FIN ADAPTER 1.583 1.583 1.007 O <a 0 �r� .743 LL _ 065 Typ. yp. IYP. TW. 085 2.113 Y: t 3.175 1.388 3.675 3.175 1.015 VENT TOP CORNER 1.429 It 1.4291.220.500000 500 MEETING RAIL FRAME TOP CORNER •••• • Ow s� IF" 2.605 • (31 Ir •i I--2505 • 1.220 •• • �•• ; p- • x Eu FW4GE FRAME SILL E2O FLUSH FRAME SILL *410411 • 300 1.301 1.301 1.043 000 • N_ 1.788 7-5 • i •i• 3 R F065 065 iW. • • �. Tw. 1.015 ••••• • • i V 2.440 2.410 I ••••• •••••• VNO;� OLOCK RAIL I I •••••• • �' •• L L tots Lots FRAME BOTTOM CORNER • � • VENT BOTTOM•C0jNER • • •••••• .745 •745 2.195 • • • f • • • 2846 2.346 •• • • ••• � • • • 0 E3 t3 FLANGE FRAME JAMB FLUSH FRAME JAMB •• • R .490 T1 .120 �•�- 1.043 i o � I 1 .705 .050 TW. IS .705 .050 TTP. 1.015 I I 52 �• RAI 00 Vo �1 .86a b- E6 i 8 S 3 i O HAND L �c EB 5/16"GLAZING BEAD O .700"GLAZING BEAD _ i 1 1.395 End' WAD AH11r�D PRODUCTREVISED c ' 1.393 1,049 745 1.450 .180 R.A.PE/70592 as complying with the Florida CAN.7538 Building Code f• �` L �.18o zs3 Aem,,.c No IS 612.Jo $ .OSO .060r 1,023 A6S 5 0&5 Ay t.{t3 � Dade drawing no. 01015 W 10-03 O FLUSH FRAME COVER t9 SCREW COVER O SASH RAIL 10 FLANGE ADAPTOR sheat 9 of 9 r MIAMI-iDADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION - T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miami adexoWeconomv CGI Windows&Doors 10100 NW 25 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 120"Aluminum Horizontal Sliding Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" 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 LINIITATIONS: Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed io adveNsiog ljtprature. If any portion of the NOA is displayed,then it shall be done in its ent�ety. : •.: . .. . . . . ... . INSPECTION: A copy of this entire.MA.AMU'be 4*ogi*d.Id the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-(}915s07 g44 consists of this pa ge 1.and evidence pages E-1 and E-2, as well as approval document mentionectallove: • • • The submitted documentation was reviftedk M$riuel 1;e^r.r. ; ... . ... . . . NOA No.15-0512.05 MIAMI•DADE COUNTY Expiration Date: September 22,2020 "' ••• Approval Date: August 20 2015 pp g Page 1 . .. .. . . . .. .. ... . . . ... . . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E" dated 08/04/15, 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, 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 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202--94 along with marked-up,•dra"ipgs prL6-nst;llalien diagram of a series "Sentinel" aluminum horizontal sfrding4ind4w; llrep'ed•by Hurricane Test Laboratory, LLC, Test Report No. HTL-+W80-41dA(F,-Aa(ed 06164/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted tinder NQq MI.-]0-0510.44 ... . . • 2fladm Manue Pe .E. .. . . . . . . . . • •• •• •• Product Control xa mer ... . ... . . . NOA No. 1 12.05 Expiration Date: September 22,2020 "' ••• Approval Date: August 20,2015 . .. .. . . . .. .. • i r CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 14-0915.07) 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. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC V1 Edition (2014) and of no financial interest, dated 05/29/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 2. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P.E. 3. Testing Proposal issued by the Pr6duct Control Section, dated 12/16/14, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NOA No. 10-010.12) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" tlpriliAuT Horizontal Sliding Window - L.M.I., approved on 02/05/15 and expiring do 09/22/2Qy ; . .. . . . . ... . Manuel erez ' ' • Product Control-Ex i r . .. . .. . . .. '•• "' • • NOA No.15-0 .05 Expiration Date: September 22,2020 0:0 . . . . 0 0 0 . . Approval Date: August 20,2015 • • 0 0 • 0 0 :000:• • TYPICAL ELEVATION 111" 170" �U FLANGE WIDTH BUCK WIDTH p 6" 25 5/8" 5 1/2" 26 5/8" o MAX. 10"MAX. MAX. - MAX. 10"MAX. MAX. 3 HEAD SILL MTG. STILES HEAD/SILL HEAD/SIL ARG. STILES HEAD/SILL mV Z J / 5 MAX. ��U i 71 �� o Q F Q m }W I Og £ � ii L FII it F Q 7 7 r 6 II 6 II 6 7 X _ / 0IY W N w a i+' ifs Q 1 11 p mU11 `� m in J 1 Z N Q II D)i 0 _____JL_____ –___ R____. II W 11 11 In li 11I. t W • I B D 11 ""14 II •�<••• 0 B7 u • • i 5 S II 7 II •••• f '•• 1 • All 1 1 I ItA • ••1• J ••••y)j FALSE MUNUNS FALSE MUNTINS •(SURFACE APu 32 7/8" 32 7/8" ADOL ANCHORS (SURFACE APPLIED) 32 7/8" 32 7/8" DAT CENTER OF LITES& MTG.STILES OPTIONAL qHR OF LRES♦MTG.SALES 2 D.L OPG. D.L.OPG. AT HEAD/SILL D.L. OPG. D.L. OPG. HEAD/91 900008 0 W SEE NOTE(•)ON SHEET 2 36 3/8" S�•N•it(•)ON SHBET 2 p •• 38 3/8" • V VENT WIDTH ENT WIDTH •••••• • • aY ••• FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •••••• •••••: 3.1p% �n 41 110" �••••• BUCK WIDTH • • • j p MAX. 5"MAX MAX- � � •• • • ••• � O�� HEAD/SILL MTG.STILES 5"MAX. HEAD/SJU_ m • • • 4i2 MTG. STILES o RTlyREDFodSERIES SENTINEL 120 •• • O e n o ALUMINUM HORIZONTAL SLIDING WINDOW � °o� - G/r(2 OJC DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �ZoPO N �� II CHARTS SHOWN ON SHEET 3. By L S=L II -•iami Aoduc7Conw1 `o F E2 ii c �i F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S N OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI-DADE COUNTY % a APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS u u o �r M� j IN BETWEEN. w p I� I ^ LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL a: = n WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS H' v 53 Z ii INSULATING LAM. GLASS o o E o m -- JL IT =_-— ___ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE > S E S -;; ri REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRIGWE ZONE(HVHZ). SMALL MISSILE IMPACT II WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o 8 11 LOADS TO THE STRUCTURE I i 1 Engr.JAM AHMAD ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS FLACmL N592 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FALSE MUNONS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE s (SURFACEAPPLIED)—/ 32 7/8" 32 7/8" NOT PART OF THIS APPROVAL. �� $ 3 5 D.L OPG. D.L. OPG. ION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INFO WOOD ONLY. 6W2015 Browing no. _ 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE (W10-18] FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 11 2-Iz�1!5 1-7 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF y,U n (XO OR OX s1aEs) (XOX SIZES) (XGX SIZES) o FLANGE DIMS. BUCK DIMS. GLASS TYPPS'A'k'Al' CLASS TYPES'B'k'Bl' FLANGE DIMS. BUCK DIMS. GUSS TYPES'A'k'A1' GIASS TYPES'B'k'BI' FIANCE DIMS. BUCK DIMS. ciumm TYPES'A'YA1' CLASS TYPES'B'k'BI' O WIDTH HEIGHT WIOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEK;HT EXT.(+) :INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 97T.(-) EXT.(+) IMT.(-) O F p 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 Z 3Y 36' 65.0 85.0 80.0 90.0 106-1/4" 26' 705-1/4• 25' 65.0 BS.O BD.O 90.0 708-t/4• 26' 105-1/4' 25' 85.0 65.0 80.0 90.0 f i 53-1/8" 26' 52-1/8" 25 65.0 6510 80.0 90.0 111" 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 85.0 80.0 90.0 Q. Q 0 1 9V 74• 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74' 7J' 65.0 65.0 80.0 90.0 'p 26-1/2' 25-1/2' 65.0 65.0 BC.0 90.0 106-1/4• 38-3/B• 105-1/4' 37-3/8• 65.0 65.0 80.0 9010 106-1/4' 36-3/6' 105-1/4• 37-3/8' 65.0 65.0 80.0 90.0 O O D 37^ 36• 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 9D.0 C t a W .,53-1/8- 38-3/8' 52-1/8' 37-3/8' 85.0 65.0 80.0 90.0 73' 65.0 85.0 80.0 90.0 74' so-5/8' 73' 49-5 65.0 65.0 80.0 90.0 V p m 74' 73' 65.0 6510 80.0 90.0 106-1/4' 50-5/8' 705-1/4' 49-5/8' 65.0 85.0 80.0 90.0 74• 63' 7J' 62' 65.0 65.0 80.0 90.0 a& 1+! 26-1/2• 25-1/2^ 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 O L a 37S0-5/8' 36 49_5/8• 85.0 65.0 60.0 9010 74' 73' 65.0 65.0 80.0 90.0 ar�1 p 53-1/8' 52-1/8" 65.0 65.0 80.0 9010106 63' tOS-1/4' 62' 61.6 81.6 78.2 78.2 Q Q6 74' 73' 65.0 65.0 80.0 90.0 111' 1 110' 60.0 60.0 76.4 76.4 q,+ Z 9 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 106-1/4' 6J� 105-1/4• 62• - 80.0 90.0 37' 36' 65.0 65.0 �4-3 90.0 711' 110' 80.0 90.0'k • • 63' 62' ••••• O 53-1/8" 52-1/8' 65.0 65.0 90.0 • • • •••• • 74' 73' 60.2 60.2 74.3 0 • • ry 74' 83" 73' 62' - - 90.0 •• • •••• 0000•• • • J 1 0000 •••�' • • *ADDL ANCHORS REQUIRED AT CENTER OF U1TES AND MTG.STILE ENDS. *000040 • (�Yy)•'' • 0000 • • 2,1s•(� • 0000•• ,, `0'•M0 w11 `! (1a (1/4w) (1/2w) ;• ••(1/2W) (1/2W) (/3w) -4> • •• A•' •m 0000• N3•� • • 3 •° OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 F THE NDOW WI•H • �p Q � •y► 0000 'XO OR OX' 'XOX' 'XOX' •• • •• 0.0o •• • TYP. BUCK DIMS Ye"TYP. BUCK OIMS BUCK DIMS r'� I � hs"`NL 0 PRODUCT'ItHVISBD U a�� m complying with the Flaide •=z 3 z u Building Cods FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME AcapnlK� - ✓C. /�^ QAC' �10•�° FUWGE DIMS _ i I FLANGE DIMS _I I -I /�ZO C •o-._o °BY oSed > S O g ed FLANGE & FLANGE ADAPTOR FRAME ES@9Fo L EQUAL LEG FRAME Erw.JAvm AHMAD �-+J HA PE2 STD. MTG. RAIL: H.D. MTG. RAIL CAM.3538 0 70 = E LIMIT MAX. LOAD TO ±55.0 PSF LIMIT MAXmL 7D . LOAD TO +80.0 NOTE: 3 -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION 15 W10-18*1 0-1 8 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 11 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) BUCK DIMS. CLASS TYPES'A'k'AI' CLASS TYPES'8'k'81' BUCK DIMS. GLASS TYPES'JVWAL'l CLASS TYPES'8'k'llf BUCK DIMS. ICIASS TYPES'A'h'Al'I GLASS TYPES'e'Y8l' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z Ia.O 3 p J 25-1/2' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 36' 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 g 52-1/8' 25' 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 110' 55.0 65.0 80.0 80.0 IL v 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 a 25-1/2' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 ar G n 36' 37-3/8" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 110' 55.0 65.0 80.0 80.0 O t n 52-1/6' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 49-5/8' 65.0 65.0 80.0 80.0 V 0 M 73' 65.0 55.0 80.0 80.0 105-1/4' 49-5/8' 65.0 65.0 80.0 80.0 73' 62' 65.0 65.0 80.0 80.0 0 <M 25-1/2" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 Oar G 36' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 y 49-5/8' 52-1/8" 65.0 65.0 80.0 80.0 105-1/4' 62' 61.6 61.6 80.0 80.0 a W 73' 65.0 65.0 80.0 80.0 110' 60.0 60.0 80.0 B0.0 Z 25-1/2' 65.0 65.0 80.0 80.0 Q 36' 62" 65.0 0-0Z2 80.0 • • 52-1/8' 55.0 65.0 80.0 80.0 • • 73' 60.2 60.2 80.0 80.0 • • • • • • V n (1/2W) (1/2W) (1/3W) (1/3W) (1/3W) (1/4 (1/2w) L••A ••• 0/4W) • • W •••••• 0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4,O&WIINDOW WIDTH • r1 03 !� 'XO OR OX' 'XOX' 'XOX� • :*00:0 oo g • • • Y1p BUCK OIMS FIN FRAME �W IS � I s •i z?€i iri•�- c PRODUCT-VIS6D 0 complying whh the Ykeld� FIN FRAME DuDdMg Code - 57.2.05 ES Accepte11c0 No /P. 2o 0 o - bCJ�G, En9r.AVAD NAND e CNN. r1i pcodeaC FLA.PE{70592 STD, MTG, RAIL: H.D. MTG. RAIL: CAN. LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF NOTE: 4i GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0') ) Browing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 1/8"ANN.GLASS 1/8"HEAT STREN'D GLASS u 075"Interloyer .075'Interloyer a Saflex CP With PET Core Sall"CP With PET Care pq'Eastman Chemical Co.' By'Eastman Chemical Co.' OR Z 3 .090"Interlayer 090"Interlayer Q Sonex Clear And Color Glass Son"Clear And Color Glass Q 'Eostmon Chemical Co.' BByR'Eastman Chemical Co.' a a 090"Interlayer 090"Interlayer 0 cOi Kuroroy SenlryGlas Kuroray SentryGlos as By 'Kuroray America, Inc.' By'Kuroroy America,Inc.' OR Mr Ci. LL 090'Interlayer D90'Interloyer Q(j ti Kuroroy But cite PVB Kuroray Bulacite PVB By'Kuroroy Americo,Inc.' By'Kuraray America,Inc.' m 14 1/8"ANN. GLASS 1/8"HEAT STREN'O GLASS Q d`O Q _ SILICONE m SILICONE m GE DOW200 CORNING 899 en DOW1200 CORNING 899 DOW CORNING 995 MI DOW CORNING 995 .5 tZ71+g1 MI �cl • • Q Weil � 8888•• 0 • • • 8888• a 9: •• • 8888 .� o � a Ea x E8 8.9.66 88880• .41 ••••"ei XW 66616• AT 1/4 POINTS ON LYES X M7 AT 1/4 POINTS ON LRES • �•6 (il M7 WIDER THAN }6' W WIDER THAN 76" •••• • • .. • • •666•• W GLASS TYPE 'A' GLASS TYPE 'B' 6 •e 6 5/16"NOMINAL IAM.GLASS 5/16"NOMINAL IAM.GLASS •••••• 6 • ��6 1/8"ANN.CLASS 1/8"HEAT STREN'0 GLASS r7 •9.691 .075"Interloyer 075'Interlayer • • • • d Z 3i to, Saflex CP With PET Core Saflex CP With PET Cwe • • • • Z6r'6 BR'Eastman Chemical Co.' By'Eastman Chemical Co. •••••• p=fs OR • • • }O��+ .090"Intwloyer .090"Intedoyer • • 6 �7 Saflex Clew And Color Glass Sollex Clear And Color Glass •9 • • ••9 Q By'Eastman Chemical Co.' By'Eastman Chemical Co.' • 9 • 0 OR OR as • 1/4'AIR SPACE .090"Interlayer 1/4"AIR SPACE 090"Interlayer Kuraray Sentrygas Kuroroy SentryGlos 1/8"ANN.GLASS 0'Kuraray,Americo, Inc.' 0'Kuroroy Americo,Inc.' 090"Interlayer 1/8'HEAT STREN'0 CLASS 090"Interbyer +o$ Kuroroy Bulocits PVB Kuroroy Butocite PV13 o $a By'Kuroroy America,Inc.' By'Kuroroy America, Inc.' 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS PRODUCE �FYadde C i 9uild�hls�Osde 5iJ2.05 u C t SILICONE SILICONE A--,. a '^ m GE 1200 i m GE 1200 Date /ZO20 a DOW CORNING 899 w DOW CORNING 899 M7 DOW CORNING 995 M1 DOW CORNING 995 By 6 \ce iil yL. yo�oo'oo + XL EDGE SPACER XL EDGE SPACER `o AL' $ $a ST.STEEL BY'CARDINST.STEEL BY'CARDINAL' <m OR OR a DURASEAL BY'OUANIX' a; DURASEAL BY'OIIANE)P o O OR 0 OR 1 EB SUPER SPACER BY'OUANEW (WW.; E9 SUPER SPACER BY'OUANEx' E 'A�AHM 1 W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES SCAN. 5�6a PE a Y GLASS TYPE 'At' GLA55 TYPE 'BI' 0.70"OVERALL INSUL LAA.GLASS 0.70"OVERALL INSUL.LAM.GLASS rtirawing no. (S.M.I.) 201 W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'A7'&'Bl'MUST BE TEMPERED. sheet { of SEE ELEV. 5 � G,,,, FLANGE & FLANGE ADAPTOR FRAME y�V RUE 18Y FOR SPACING WOOD BUCK TYPICAL ANCHORS o SEE ELEV. 'a:< 'b -------------------- DIST:' SPACING EOCn Z P APPROVED 1 I k MULLION h MULLION ANCHORS EDGE 5T. \ 3 I 0 11 SEE SEPARATE NOA 11 Q �Fii a ST. 'r 11 11 00 O EDGE DIST. ;� u 1 J ---- - -____- O O n a V OD t E7 0 IL<06 g TYPICAL ANCHORS TYPICAL ANCHORS Q 9rp O ELEV.SEE SEE ELEV. Qaj 1 FOR SPACING FOR SPACING W B Zb-In 2 3/� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDWN• • • 0 I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • - •••• AND TRANSFER THEM TO THE BUILDIA.FJRUC;IJRE. ••••i• •••• .3J.. ••• TYPICAL ANCHORS: SEE ELEV.FOR SPACNG n "'F2-3/8-MON. •••••• • _ 1/4' DIA. TAPCON BY SRW (fu=120 KSI,Fy=92 KSI) �, d•• 1/4* DIA. ULTRACON BY 'FICO' (F=177•KSi Fy X1;9 KSI) :04110:0 w INTO 2BY WOOD BUCKS OR WOOD STRUGWtt • q :•'{ $ o - 1-1/2" MIN. PENETRATION INTO WOOD•••••• • • g 2 o !x c THRU 1 BY BUCKS INTO CONC. OR MAS•NRY•• •• •• O I p p WHEN USED THE MIN.WOOD BUCK DEPTH SHNL BE W.THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR %AQJ4"• 3 C) • �+ u 0 DEEPER OR BEVELED WOODBUCKS IS • • • d 0 3 •gyp 3' PERMITTED_ DIRECTLY INTO CONC. OR MASONRY • • • • Z z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •••••• 5 d ��,, • • • • o= W J14 SMS OR SELF DRILLING SCREWS `�"TS) e ••• � VT W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. TH*.=1,(6")• o INTO METAL STRUCTURES •• • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE rbs N P n 1 I t I INTO CONCRETE AND MASONRY = 2-1/2" MIN. `u a lei, § § INTO WOOD STRUCTURE = 1" MIN. m g 4 M9 i INTO METAL STRUCTURE = 3/4" MIN. 1 ( t WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. q c• - CONCRETE AT HEAD,SILL OR JAMBS f c = 3000 PSI MIN. o_ I t I C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm = 2000 PSI MIN •y e I 1 Ee9r.JAVAD AHMAD CNIL I FLA PE/70592 ^o 4; da CAN.3538 y PRODUCTRBVI$® S +1 w comWymY wish the Florida 5 EDGE " Y �' •'. � .a '..Q _+,� Bwdlf Ccdc _ O Aowpteoce No �/L O5 dfawirtg no. ^ ' TYPICAL ANCHORS- , s fl I e TYPICAL ANCHORS oo TIM G7+75�>'S�J. AUG - 2015 Iffy SEE ELEV. , SEE ELEV. W1O-18 WOOD BUCK FOR SPACING - FOR SPACING BY Miami Pmdud au wheel $of FLANGE & FLANGE ADAPTOR FRAME Flu a 1/4'MAX. BUCK WIDTH 1/4'MAX o_ SHIMS SHIMSFLANGE � 3 VENT WIDTH VENT WIDTH FLANGE ADAPTOR FRAME TYPICALANCHORS 0 F J FOR SPACING O FO O 1/2"TYP. S�6 lii g � g LIL r1/2 0 V �1 �+• Q v 2 2 LL TYPICAL Q f aNf L' WOOD BUCKS XOX LAYOUT EXTERIOR TCAL ANCHORS • • O.L.OPG. SEE ELEV. •••••• O FOR SPACING • • • 00000 MWAI-DADE COUNTY TO . • 0• r° APPROVED MULLION &MULLION ANCHORS O •SEE SEPARATE NOABUCK WIDTH SUCK WIDTH ALTERNATESWEEP LOCK1 OPTIONAL TOSPRING LOCK • • -0 0 56 II I I �• �•� • ZZ 02 11 II 1 1 • •it •000.9 �o -E 1 I 0 0 fv� 4 F 000 • •FJ • TYPICAL ANCHORS E4 pp SEE ELEV.FOR SPACING P c plying Ili be W Bull lug w11L 16e Fladda o y Uldldln10"D "D,�./1�'hi1 x r 1/4'MAX. BUCK WIDTH 1/4'MAX. Ac°cP40c0 V.�J � �°�„�� SHIM SHIMS ilubn DWM �� g N . 1 u o jr VENT WIDTH u a q 1 �1• edo Pfeducl a F TYPICAL ANCHORS O O © ,YPIGAL ANCHORS m $ $$ SEE ELEV. 1 SEE ELEV. 2 FOR SPACING 1 FOR SPACING �•�6 oI^c r •1. /4" a V�-�a.F INTALLATION DETAILS SHOWN ON PAGES 5 $ S ° AND 6 APPLY TO BOTH FLANGE FRAME AND E c° METAL i — FLANGE ADAPTOR FRAMES. STRUCTURE _ II o ' Engr:JAVAD AHAND i a CML SCREENS OPNAL ..---.. MIFIA PE/70592 CAN.3576 }R a E8 t:� 1tfY ES w000 BUCKS EXTERIOR 1 AUG lli t drawi0 XO LAYOUT D.L.OPG. ' W10-18 sheet B of�� tj TYPICAL ANCHORS u SEE ELEV. STRUCTURE EQUAL LEG FRAME 4" o ,By FOR SPACING m c WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING o I I MWM-DARE COUNTY APPROVED I I Z i s ° EDGe DIST:' N I I '. 3° °e..' -e..° - .a... N OGE - 1 j SEE SEPARATED M AN i Q ' Q ANCHOR! �3 Y uxi I I EDGE a DIST. m o 11 DIST. a O 3 L II � ppb V . .• -- ILy ____JI °opq E3 \ TYPICAL ANCHORS TYPICAL ANCHORS O d R G ^ SEE ELEV. C dl to-0- FOR SPACING SEE ELEV. C ILI FOR SPACING 3 g SnQ 1 LL ZI%NLL C. EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY ' "I INTO WOOD, CONCRETE OR METAL STRUCTURES Q g TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. • 0 SEE ELEV. •••• FOR SPACING 2 3/B'MIN. • ••• • ••d! •• 1/4-MAX. BUCK WIDTH �'I •• • •••• \ e • SHIMSEl , •••••• • I a V 1 ^ 2-3/8'MIN. ••••• • • -0 l• • ••••• a • g �W••• J - ♦ �� ••• 0000 • • • NN� • a • 30-4 M ad 0 3•x - _____ •••••• N p3M� i e WHEN USED THE AWN.WOOD BUCK • • • ?Z _.._,_,._.._.._.._.._.._.._.._.. m H m S F DEPTH SHALL BE W.THE USE OF MIAMI-DADS COUNTY • • • 3 • X I w 1 DEEPER OR BEVELED WOODIN"S IS APPROVED AYILUGH •••••• 76! m PERMI TED. $MULLION�NCHO%S••SEE SEPARATE�A0 ijj BUCK WIDTH BUCK WIDTH • • • 1 E7 u I I M7 PRODUCT R8VI38D I Codw 8,� 2 1 \�_sAwmplyiWBwllb WLe dR ,is�O TP_Kj AANCHm7ry 111h, .05 SEE ELEV. FOR SPACING a•o a 4$dm Qg o ew o ' aft By E�g,:JAVAD AHMAD ' Ni q CML ro FLA.PE/70592 EDGE GUST. ° .• \ `�i_-.a TYPICAL ANCHORS drawing no. TYPICAL AFICHORS _ I x ' SEE ELEV. °r 1BY SEE ELEV. �, FOR SPACING � 'j 70111 W10-18 WOOD BUCK FOR SPACING ! sheet 7 of�� TYPICAL ANCHORS ILLUSTRATIVE DTLS.ONLYFIN FRAME y.V EXT.OR INT.FINISHES SEE PACING NOT BY CGI FOR SPACING of 1 t 1 /2• t4i f'f-u as f HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV.FOR SPACING IL �' 0 NOT BY CGI 8 SM (GRAOE 2 CRS) d AZ 2 t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES BACKBEO 1-1/2" MIN. PiNETRATION INTO WOOD $c E3 CAULKING CH M E7 O <O O 00 00 I . o . v • 2 mo •.••••1 4 MAX.•.••• Op� • u WOOD STRUCTURE 1/4'MAX. BUCK WIDTH / • �. o NOT 8Y CGIGAP •.• • GAP �•• J i 1/2'MIN. ••• • t/2,WN • : N l' • a0 = • •• R pi'�f� • .. u �•. : • zz�,. w 2 •••• • •• • �C;U �.cKeE� • CAOUNNG • I� �- SCREENS-SCREENSoPr. .._.._.._.. MB E6 HOUSE WRAP 4 NOT BY CGI 1 EXTERIOR 2 �g<m BZ BACKBEO CAULKING c ' Engr JAVAD OWLµ n FIA.PE/70582 HOUSE WRAP PRODUCE RBViStD CAN. 538 NOT BY CGIZ mcmnplyke hhtheFbn d� AUG 2015 $ 8 1 1/2' DuOdhtd Code ^ . a1c ��O d--i.gg TYPICAL ANCHORS Dy (W10-18 SEE 0.EN. A91 BdeCl Cony FOR SPACING sheet 8 of 11 rE4 PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS U U CGI-100 - FRAME JAMB O FIXED GLASS 6063-TB CGI EXTRUDER CCI-113 - FRAME SILL 6063-T6 CGI EXTRUDER CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER Z CGI-103 - MEETING PAIL 6063-TB CGI EXTRUDER CGI-104 - LOCK RML 6063-T6 CGI EXTRUOER Q2 CGI-105 - HANDLE RML 6063-T6 CGI EXTRUDER CGI-106 - SASH RML 6063-T6 CGI EXTRUDER Q E8 CGI-107 - 5/16'GLAZING BEAD 6063-T5 CGI EXTRUOER a E9 CGI-108 - 0.700'GLAZING BEAD 6063-T5 CGI EXTRUDER G • f E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER (� 1N1 E11 CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER 0 Q VI 2 g E12 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-T6 CCI EXTRUDER 0�[<p E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER 0.3 Erb E14 CGI-139 - TF FRAME JAMB 8063-T6 CGI EXTRUDER a W 6 E15 CGI-140 - 1'MUNTN 6063-T5 CGI EXTRUDER E16 CGI-141 - 2.5"MULLION 6063-T6 CCI EXTRUDER Q Z N E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER IY eE E18 CGI-114 - SILL SNAP IN 5063-T6 CGI EXTRUDER • • 9999• E19 CGI-115 - SILL FILLER 6063-T6 CGI DTRUDER • ••• 0 j ••• • E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER •• • •••• 9000•• E21 CGI-117 - HO LOCK RAIL 6063-T6 CGI EXTRUDER • TRd E22 CGI-138 - TF FRAME SILL 6063-76 CGI EXTRUDER •••0•• ••• 0600, 0 EXTRUDERE23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER • c • MI C6-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - •••••• •••••• oatt- • M2 CGI-111 - SCREW COVER(OPTIONAL) PVC - •••••• ' y�4M41• M3 CCI-112 3'O ANCHORS EQUAL LEG COVER/SHIM PVC - 0 000 0 ,-wA e M4 - 0.700'X 0.040"BEAD GE1200 SILICONE SILICONE GE 0• •0 0• 0 0 v�uN7 M5 - 0.700'X 0.040"BEAD DOW 995 SILICONE DOW 0 R3 n 46 - 0.700'X 0.040'BEAD DOW 899 SILICONE DOW • • • d Z Z M7 - 2/LITE SETTING BLOCK EPDM DUROMETER 5015 SHORE A • • ?�� •009•• ICC%ii M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - • • 0 �" M9 684 - ROLLER TRACK PJC — 0 9•• • • ••• `� M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - M11 W2320ING - PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. 0.90 M12CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M W y M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI M18 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EOUN. is N M17 A30730401-32 1 PER W0. CAM LOCK ZINC TRUTH OR EQUIV. qq M18 CCI-132 2PER WD. 2' SASH STOP PVC PROTOTYPE PRODUCTREVISEDFA m eaEnVh'DW wOh IM Floridao'' M19 CGI-111 OFR. HEAD SCREW COVER PVC PROTOTYPE Building Cc& •• 5/� �S M20 CCI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON I M&M *0t1DRtW /20,?x*,' M22VARIESHI-FLO WEEP COVERS PVC AMESBURY OR EQUNMip$g g S2 - 2 OR 3 PER CORNER / 10 X 1 1/4"LG. PHL PH.SMS. ST/ST.ASSEMBLY SCREW c 53 - 1 1/4'EMBED. 8 X 1 1/2'LC. PHL PM, SMS.FIN ANCHOR SCREW S4 - 4 PER WD. /8 X 1/2'PH.SMS. ST/ST BALANCE BRACKET SCREW - - o S5 2 PER WD. /e X I. LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - Er9c JAVAOµM40 I E S6 - - /6% 1/2'LG. FH.SMS.O CGI-133 &CAM LOCK - CPAL - SB - 4 OM.RML 10 X 4"LG. PHL PH.SMS. ST/ST.ASSEMBLY MEETING RML - - �C N.3538 92 S9 - 2 PER ANTILIFT / 10 X 5/8"LG.PHL. PH.SMS. ST/ST.ANTIUFT SCREW 472015 drawing no. W10-18 sheet g of 11 tj 2.440 2.440-�{ 2.113 .055 '4��"� .120 �4% M 1.015 Imo• �I T- o .70j 5 050 TYP. 7� A50 1YP. 2.101 1.550 J 1.301 q�r 1.301 .864 .864 �.2.846 065 1.220 1.007L 1 TYP. 2 .050 5/16"GLAZING BEAD .700"GLAZING BEAD 0 11a.085 1.395 d�• �,1.449 twee1.745L En NAIL FIN ADAPTER FI.3951 0 Eta FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 180 293 a IL 1.196 .OSOT��{ .O60-rI I� 0 LL Q O 1.015 1.Ols ,.788 065 1---7.413--1 0�01`0 g�GG .085 4c 2 f.LL 3 1.140 1.140 TlP. 2264 1255 MJ FLUSH FRAME COVER 112 SCREW COVER Q a 1.015 1.220 • • O 1 080 ••••• 065 3.930 065 1M • • • • ••41� • 4.430 TYP. Typ• 1.043 •• • sees iO 3.685 2.885 3.185 2.885 ••i••• ••i•• J OLOCK RAIL Eta SILL FILLER •0000* N•••'� • 1.788 •••• • •• 0 .•Y • f •••••• N 00 � • 1.450 180 •••• • •••if• A SSO 050 2.440 2.440 L !__-_ •• •• • • • •»n 2.310 •• •• Fa.. 1 O FLANGE FRAME SILL E2 FLUSH FRAME SILL •••••• 3 1.015 065 1Typ. .220 • • • Z_Z-q.., • O 2.777 �•^-2.737 23 FLANGE ADAPTOR • • %00% _o a • • • C' 065 065 O 1.043 •• • • ••• � �r4�i 7YP. TYP. E2t ALT. LOCK RAIL • • • 2.505 2.613 2.505 2.613 •• • 613"2 N 065 o E LA W W 2.195 1.000 .991 .500 .991 ° 3.237 2737 1.015 •i� 2Q Eta FLANGE FRAME JAMB (MOVING) Flo FLUSH FRAME JAMB (MOVING) •o^+�� .811 .811 a S 3 X E6 HANDLE RAIL O *025 _ E JAVAD AHMAD u 0 2.505 ,065 IYP. 2•0S .065 TYP. ngr: CML I7.0� 1.OIs E CAN.3538 92 } �' �• L95PRODUCT'REVISED a/comPlyiogw961MPlo" 7201`.1.0� .500 uOA !T745 7.245 11°1 �1e • Dy W10-18 Etz FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) O SASH RAIL Mi PnldueLCOm of sheet 10 of 11 VR go d �o cd 04° Z�_o • • O • • 00.00 • • • ' 00 • • FRAME TOP CORNER •• •0960 n' 0000•• 0000 • 01 .0 ••0 • •000•• 0 K VENT TOP/BOTTOM CORNERS S2 ••••• • • 0 t 0 •00.0 •000• O� • ' Li �"0i •0000• 0 x Q • 00 00 � 0000•• g� / mac"• • •• ••• we o « W � PRODUMEVISED m g .complying WM the Flark% Uul(ding Code C .a! Accephnee Q/ V�—� in e n Dae ooq? By 8'S S3 vu a&pf.0dgu <m u m u O FRAME BOTTOM CORNER Engr.JAVAD ANIAAD i CML i Fu PC 70 2 c CAN. i 0 - drawing no. FIXED MTG. RAR CORNER W1O—�H 06/30/2015-2:48pm gabdels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 __ Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO QRST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 fight SO 15 20 25 30 35 40 45 50 DEFINED AS THE CR WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. 0-15 ft -43.4 -42.4 -41.6 -41.1 -40.6 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. +40.1 +39.0 +38.2 +37.7 +37.2 + 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA EER AS A SITE SPECIFIC CONDITION. l6ft -44'0 -43.0 -42.2 -41.6 -41.1 -4 4 16 ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B I OF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 + +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF T. -44.6 -43.5 -42.8 -42.2 -41.7 -41. .3 -55.1 -52.9 -51.4 -50.2 -49.2 -08.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT"WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 _qg,2 -48.6 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 + +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 - .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22 ft +43.4 +42.3 +41.5 + 9.2 +38.9 GENERAL NOTES: • • -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 - 5 0.1 -49.5 •••• 23 ft 1. TABLES ARE TO BE USED IN CONFORMANCE VVjj��IITH"AIjOWABLE�T�ESS DESIGN •••••• +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 + +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 ANP CHOPTFmR 30 PART 1 OR 3,USING THE • -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5TF .2 - -50.0 CRITERIA AS OUTLINED HEREIN. •• • sees • 24 ft 24ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND • +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41. 0.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR U6R WPrR ISSENTIAL PACR.trIES OR A56ZMBE'P• -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES • 25 ft 25 ft NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSOWt8 PICIENT(GCpi=a-/-0.18)FOR�II ••• +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OFlCcl(DIRECTI ALTTY�CTOR)W • 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELQCI �2RICANE QIP• LES ARE OR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. ••••• -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFICMRAWING. HESE TABLES ARE ONIy • VALID WHEN SIGNED&RAISED SEALED BY FRANK_L*�Bj W4RDO,P.E. • • Go*** 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CO ING WINIDWEUDGITY,EXPOSURN,ANY OTHER ••••• -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 COEFFICIENTS LISTON 'A3=E NO VERIFIED BY THE GOVERNING • 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 + 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARFE RA\fgTf FOR APPLICABILITY OF TABLE • -49.9 -48.7 -47.8 -47.2 -46.6 - -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFS •29 ft 29 ft 5.THIS SPECIFICA ER ANY PRODUCT EEPj2(� Q+46.0 +44.8 +43.9 +43.3 +42.7 + +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE ITTED LEST CRIi1A7aIC�6THER -50.3 -49.0 -48.2 -47.5 -47.0 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE TIOCCCCCCAAAAAABILiTY OF THESE�A$30f[ +q6.3 +45.1 +44.3 +43.6 +43.0 + 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IST GCQkDgCE WITH GOVFNG COD`S.6. ADHERE TO ALL TEM ORDINANCE6.32ft -51.0 -49.7 -48.8 -48.2 -47.6 -4 . 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATOF THE HOST GTRUCTYRE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPIN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT 40ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 ROOF SAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 I HEIGHT SOft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 so ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I O I 5 ® 4 a +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 a 5 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 V O 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 6oft +53.6 +52.2 +51.2 +50.4 +49.8 1+49.3 +48.8 +48.4 1+48.0WALL ZONE FIGURES ET IC C) p ]NIT ISSUE GSSN TSB 03D/05/E2 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m� �o oZ m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r O14 EXPRESS o 1 `\ .. ol r n REV 2014 FBC DGM TSB 06/10/15 q Ai _ ASCE 7-10, CHAPCORPORATE OFFICE: 0 TER 30 `°z z 160 SW 12th AVENUE, SUITE 106 ? �. m DESIGN LOADS FOR COMPONENTS&CLADDING y - z in p MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 D THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 3 O ' ,p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m p N m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM A 0 ADDITIONS,OR OTHER MARWNGS TO THIS DOCUMENT ARE NOTASCE 7- 10 OPERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERINGEXPRESS.COM r m