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WS-13-2499J� ' T - Miami Shores Village NOV 0 5 2013 Building Department 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �I I Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.U)5 13-,21-e Permit Type: BUILDING ROOFING JOB ADDRESS: 325 NE 93 St. City: Miami Shores County: Miami Dade zip: 33138 F.r.,/a.m ui. 11-3206-013-6250 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): nm, > l i®--<21 Phone#( -79(-)-5P—'0 --A1% Address: 325 NE 93 St. City: Miami Shores State: FI Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Prestige 5c:,b-e Phone#: (30!!E) &X-7 —1935 Address: 5500 NW 161 St. City: Miami Gardens State: FI Zip. 33014 Qualifier Name: (�:r mtaina. 1jcnyu2Zo Phone#:() -92.7' 195-5 State Certification or Registration #: CBC1251687 Certificate of Competency #: Contact Phone#: (305)827-1935 Email Address: DESIGNER: Architect/Engineer.tria ENArrff9 Phone#: (a!) 35y — XddJ Value of Work for this Permit: $ .2(o 00D Squarell inear Footage of Work: 'S Type of Work: ❑Addition ❑AIteration ONew )ORepair/Replace Description of Work: w anC§CXA,s acOd CAC=Ito �VV)PE x Color thruu tile: Submittal Fee $ o • Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ ❑Demolition Double Fee $ Structural Review $ ' _ TOTAL FEE NOW DUE $ e Bonding Company's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued Inthe se a of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I-- Signatur Owner or Agent Con The foregoing instrument was acknowledged before me this The foregoing instrument was a 1 ed before mr this-1:1— day of / , 2013 , by e-/lc�o day of t%kAJ , 201 , by (: c Ve who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: , . REN E CAR ONELL NOTARY PUBLIC: > 1, EN E CARBONELL MY C0MMMSXX#EE1M45 �ORANiI ION EE177745 Sign: SINS 1 9E Sign: .2096 Same . ` Print: emn Print My Commission Expires: My Commission Expires: ,xp��.�.x.�..xx.a��.x.�u.��.�*��a��.x��.��.��x��x�xa�u�x.��.��w��x.�..x�.��.��.��w�.�.�.a��. APPROVED BY " 4 It b l" Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012XRevised 07/10/07)(Revised 06/10/2009xRevised 3/15/09) CERTIFICATE OF LIABILITY INSURANCE DA11/04/2013 XY) 203 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. U SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Stasi Merchant Merchant Insurance - Miami PHONE 305) 804 - 2989 FAX Nob(866) 406 - 4983 PO Box 173306 ADDRESS . smerchmemerchariUnsurancesoluUons.com INSURER(S) AFFORDING COVERAGE MAIC 9 Miami FL 33017 INSURERA: United Specialty, Insurance Company INSURED INSURER B: Ascendant Insurance Comany RJS•Consultants, Inc DBA Prestige Solar INSURER C: Hartford Insurance DBA Prestige Windows and Doors INSURER D: 5500 NW 161 Street INSURER E: MIAMI FL 33014 1 INSURER CnVRRA[SCQ A TM M..usrw- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !LTR NSR I TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A GENERALLIAaWTY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR 1G06CO0106400 6/3/2013 6/3/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE O RENTED $ 300,000 MED EXP are $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEMLAGGREGATE LIMIT APPLIES PER: X POLICY PWT FRO- LOC PRODUCTS -COMPIOPAGG $ 2,000,000 $ B AUTOMOBILE LUUMJTY ANY AUTO ED X UTOS AUTOS HIREDAUTOS NON -OWNED AUTOS CA -33490 3/14/2013 3!14/2014 COMBINED SINGLE LIMIT BODILY INJURY (Per person) $ 100,000 BODILY INJURY (Per accident) $ 300,000 PROPERTYDAMAGE $ 100,000 UMBRELLA LIASOCCUR EXCESS LIAR HCLAIMS-MADE I EACH OCCURRENCE $ AGGREGATE $ WORKERS COMPENSATION AND EMPLOYERS' UA131M Y I N ANY PROPRIETORIPARTNER/EXEER EXCWDED4 CUTIVE (Mandatory In NH) undue undue OPERATIONS below NIA 21 WEC P04411 3/31/2013 3/31/2014 I X WC STATU- OTH- tUMITC E.L EACH ACCIDENT $ 100,000 - EA EMPLOYE $ 100,000 E.LDISEASE - POLICY LIMIT 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addhio"W Remarks Schedule, B more apace Is required) CFRTIFICATF N[H nFR nA ILInO I Ar�n�� Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1888-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marcs of ACORD NOV 0 5 2013 Belloso Residence 325 NE 93 St. Miami Shores, F1.3313 681- 11 1 Miami Shores Village' APPROVED BY DATE ZONING DEPT BLDG DEP 411ANV(,'l Elfl: CZ SURJFCT TO COM I I I Al ,F ST41E AWW PPwP 1� j;;; j �; ��pjfj fiFatit"o T FRONT D N.T.S. H G Project #: 13 -PWS -31-01 Contractor: Prestige Window & Solar Project Details: Belloso Residence 325 NE 93 St. Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 52.0 ft Parapet z 3 feet? No Level of Highest Opening Affecting Positive Internal Pressure (z_Max): 15.0 ft General Calculation Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GCp1): ± 0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient ( hK): 0.85 Velocity Pressure (qh): 56.57 psf End Zone (a): 5.2 ft ASD Method: P = 0.6w NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building I Valid Only With Raised Engineer Code. Results are not valid for use unless approved via original signature and raised engin seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 13 -PWS -31-01 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 PAGE -�- OF Z" A 15 55.0 x 63.0 4 No 24.1 0.85 56.57 0.93 -1.03 +37.8/-41.2 B 15 55.0 x 63.0 4 No 24.1 0.85 56.57 0.93 -1.03 +37.8/-41.2 C 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98--1.36 +39.3 /-52.2 D 15 55.0 x 51.0 5 No 19.5 0.85 56.57 0.95 -1.30 +38.3 /-50.2 E 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3 /-52.2 F 15 19.0 x 51.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 G 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3 /-52.2 H 15 37.0 x 51.0 5 No 13.1 0.85 56.571 0.981-1.36 +39.3 /-52.2 1 15 19.0 x 51.0 5 No 10.0 0.85 56.571 1.001-1.40 +40.1/-53.6 J 15 37.0 x 51.0 4 No 13.1 0.85 56.571 0.98 -1.08 +39.3 /-42.7 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building I Valid Only With Raised Engineer Code. Results are not valid for use unless approved via original signature and raised engin seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 13 -PWS -31-01 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 PAGE -�- OF Z" ENSINEERNN` S A FRAIAK L BERM Project #: 13 -PWS -31-01 Project Details: Belloso Residence Contractor: Prestige Window & Solar 325 NE 93 St. Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 52.0 ft Parapet z 3 feet? No Level of Highest Opening Affecting Positive Internal Pressure (z_Max): 15.0 ft INC. INNOVATION General Calculation Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GCPI): +-0.18 Topographical Factor (Kzt): 1.0 Velocity Pressure Exposure Coefficient K Coef ( h)� 0.85 Velocity Pressure (qh): 56.57 psf End Zone (a): 5.2 ft ASD Method: P = 0.6w NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult *,1(0.6)]. Risk Category for the listed Vult shall be verifie pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by other . Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Valid Only With Raised Engineer Seal PE0046549 Cert Auth 9885 P.E. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 13 -PWS -31-01 PHONE: 954-354-0660 FAX: 954-354-0443 �j kat WWW.ENGEXP.COM PAGE I OF C� - - K 15 72.0 x 80.04 No 40.0 0.85 56.57 0.89 -0.99 +36.4/-39.8 L 15 35.0 x 63.0 4 No 15.3 0.85 56.57 0.97 -1.07 +38.9 /-42.3 M 15 74.0 x 63.0 4 No 32.4 0.85 56.57 0.91 -1.01 +37.0/-40.4 N 15 37.0 x 80.0 4 No 20.6 0.85 56.57 0.94 -1.04 +38.2 /-41.6 0 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 P 15 55.0 x 63.0 4 No 24.1 0.85 56.57 0.93 -1.03 +37.8 /-41.2 Q 15 33.0 x 80.0 5 No 18.3 0.85 56.57 0.95 -1.31 +38.5 /-50.5 R 15 31.0 x 80.0 5 No 17.2 0.85 56.57 0.96 -1.32 +38.6/-50.8 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult *,1(0.6)]. Risk Category for the listed Vult shall be verifie pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by other . Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Valid Only With Raised Engineer Seal PE0046549 Cert Auth 9885 P.E. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 13 -PWS -31-01 PHONE: 954-354-0660 FAX: 954-354-0443 �j kat WWW.ENGEXP.COM PAGE I OF C� PROPERTY OWNER: PROPERTY ADDRESS: PRODUCT APPROVAL SCHEDULEICOMPARISON CHART Belloso Residence 325 NE 93 St. CONTRACTOR: Prestige Windows and D OPENING DESCRIPTION OF WINDOWIDOORL PRODUCT ACCEPTANCE NO. OPENING SIZE NOA PRESSURE OPENING PRESSU MULLION REQ (+) PSF () PSF (+) PSF I (-) PSF YIN A Horizontal Roller 11-1031.04 55"x 63" 60.2 -60.2 35.64 -38.84 N B Horizontal Roller 11-1031.04 55" x 63" 60.2 -60.2 35.64 -38.84 N C Casement 12-1220.14 37"x 51" 71.9 -71.9 37.13 -49.28 N D Horizontal Roller 11-1031.04 55"x 51" 65 -65 38.3-50.2 N E Casement 12-1220.14 37" x 51" 71.9 -71.9 39.3-52.2 N F Fbced 11-1031.06 19" x 51" 80 -80 40.1 -53.6 N G Casement 12-1220.14 37" x 51" 71.9 -71.9 39.3-52.2 N H Casement 12-1220.14 37"x 51" 71.9 -71.9 39.3-52.2 N I Fixed 11-1031.06 19" x 51" 80 -80 40.1 -53.6 N J Casement 12-1220.14 37" x 51" 71.9 -71.9 39.3-42.7 N K French Door 13-0226.06 72" x 80" 80 -80 36.4-39.8 N L Fbted 11-1031.06 35" x 63" 80 -80 38.9-42.3 N M Horizontal Roller 11-1031.04 74" x 63" 60.2 -60.2 37-40.4 N N French Door 13-0226.06 37" x 80" 80 -80 38.2-41.6 N O Casement 12-1220.14 37" x 38" 92.5 -92.51 40.1 -43.4 N P Horizontal Roller 11-1031.04 55" x 63" 60.2 -60.2 37.8-41.2 N Q French Door 13-0226.06 33" x 80" 80 -80 38.5-50.5 N R Fiberglass Door FL15210.1 31"x 80" 75 -75 38.6-50.8 N MIAMI-D:ADE MIAi14I-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) �• .miamidnde.�ov/aconomv CGI Windows & Doors, Inc. 10100 N. W. 251° 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 area 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 irmnediately 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. DESGR P'pION:-Series "160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LNII APPROVAL DOCUMENT: Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets I thru 11 of 11, inclusive sheet 9. 1, prepared by AI-Farooq Corporation., dated 01-03-13 and last revised on RUL 31, 2013, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance n:mnber and approval 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 sheet 1, 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 in shoot 9. LABELING: Each unit shall bear a permanent label with the manufacturers naive or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E- I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 13-0226.06 Expiration Date: August 08, 2018 Approval Date: August 08, 2013 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets I thru of 11 of 11, inclusive sheet 9.1, prepared by Al Farooq Corporation., dated 01-03-13 and last revised on RM 31, 2013, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+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 24113.2, 1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out %V/ 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/11/13 and last revised on Jun 04, 2013, signed and sealed by Javad Ahmad, P.E. 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Tue. 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 12111!1$. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/11/13, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum. letters, as part of the above referenced test reports. G. OTHER 1. Test proposal # 12-0553, dated 04/25/12 approved by RER. shaq L Chanda, P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date: August 08, 2018 Approval Date: August 08, 2013 E -I s,-,/4•FRAME WIDTH 2 AtCHM TYPE AT SME 2 ANCHORS TYPE 'B' IP STLE ENV*. TITPHCAL ELEVATION c x > DOORS TOAD CAPAC'PY - PSF SINGIR DOORS (X) DOOR OM LII. or INIUL-LUL FRAME MOTH I LEAF W1pTH I FRAME II.. -4-)TROTH 37-,/4- 3r- I Sir I w -I so DOOlt OPTIONS TYPICAL _ _ - - (XX) DOORS IDAD CAPACITY - POF DODDLB 000 DOOR OWB. LIN. or D,SOL-LI. FRAME LOW FRAHE ('H') -4-)TROTH 4 WIDTH HEIGHT 72- 35' 1 ST U SO I 80 NOTE: V� VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. FLM BOLTS AND LOM MUST BE ENGAGED TO HEAD AND SIU. DURING PERIODS OF HURRICANE WAPMM NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OWS—DEC-219 K, p Fl-, i3F«?Ciit-I RRA D ANCHORS AT SARs ENDS QUATRTM CUM ANCHOR TYPE SLUR 4 App altdwumpL7)tgTaft Flwi6tR�WA�Ceie� t itRu ASERISS 180 SENTRM ALUMNJIM OUTSWING APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIOELITES. SIDE RITES CAN OE ON ONE OR BOTH SIDES OF DOOR, SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIE SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES SEE SHEET 4 FOR SMEUTE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR. SIDEUTE OR MULLION CAPACITY CHANTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORA BMW CODE URC. = KOH VELOCTY HURRICANE ZONE (H*4 18Y OR 2BY WOOD MOM BY OILERS. MUST BE ANCHORED PROPERLY TO TRANM LOA05 TO THE STRUCTUTRE. ANCHORS SHALL BE AS LISTED. SPARED AS SHOWN ON DETM,% ANCHORS 15 NT TO BASE MMER& SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A ROAD MMTION IRR(YtEASE IS USED IN DESIGN OF ANCCRB INTO WOOD ONLY. MATERIALS MUM BUT NOT LIKED TO SM/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CLOW FLORIDA SDG. CODE SECTION 2003.8.4. DOOR D.L.O. DIMS OLA HEIGHT - FRAME HEIGHT - 12.875' D.L.O. WIDTH X DOORS) FRAME. WIDTH - 13.75- D.L.O. WIDTH (XX DOORS) o (FRAME WIDTH - 25)/2 DOORS/SMWIES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT ITEORREO. O zz(2 lao vomng no. W13-01 37-1/4- 72" O C AH DOOR FRAME 9B07H DOOR FRVAE WI QHANTiTY CHART t MAX r rdpEAT c ID r� c r SEE cINRr FOR awmn p� LRS A — CORNERS 4 I I 1 4! O 1 It / 6 --Ji I C SEE SHEET 9 FOR SPACING THAT DMEEOS 21' msIt AOO AN AOOITIONAI. ANCHOR II 1 ��• 11 BEMIEEN 10400 ON DOORS OVER Be Hm I 9@ It 1 II / [-A` 11 Z 3 L wW ACTAA: 1 ACTIVE 1 La � O _ AS yf o 23 1/2' 23 1/2' 73 1/2' 0 �2 ANCHORS O.L OPO. O.L. �G. �aaomPbuB tM TYPE W ANCHORS SURFACE APPLIED AT STILE ENDS 4 4 AN H FALSE MIINTINS - ! AT STILE ENDS MAY 11E USED MM�� TYPICAL ELEVATION FOR 3 HINGE DQd2 TYPICAL ELEVATION FOR 3 HINGE DOOR RY.•.:��`" , �� X) � xx NOTE: SEE SHEET 1 FOR DOOR CAPACITIES •? n_(( Ears JAYAD{{ g � RA pr CAN. "m o JUL 2013 aroma W13-01 (snaet 2 or t t HUD ANCHORS AT STH.B liNDB ANcaoa TYPa SHIM A 'D' 4 4 4 rtes SHOI 1/4' 144' MAIC... _ 3/8' 1/2' 8 8 8 B 8 Bi u 37 1/8' SDLLT WIDTH 38"7r WIDTH DOOR FRAME WIDTH a' sDEIlTE SEE CHART FOR DUAN.... .� Run ANCHORS 0 8' MAX FCORNERS 8' MAIL. F 3• 8' 3' - --_ A$ S77LS & MUWdON ENDS CHART ANCHOR ..... - -_ 1 1 1 1 11 II tF 1 I� - • i �' �fr- J LOO( i J' SEE 9 1 •�I�1/ /✓ fAwt tm4 SAME LOCATI�IS AS ANCHORS SHOWN ON W / 'm / = _ •� 1 - ----sIF- = SHEETS 1 $ 2 cr m -.1 m d -i ti II // tl� II �d��dddiiii•••• jj I I JIM, r 11 II 11 �N�S ACTNE OFM:TIYE $ 1 J ) Z Z 31 1/8" 3W T/e' ro V O 3T T/a' D.L. OfKI D.L. OPT' 23 1/r 23 1/r D.L. D.L. OPO. 11R,9IC.N LOAD GLPAGTI'Y -PRF 4 ANCHORS TOE Ef FASURFLSE�EAPPLIED muNnFS SDEUTE ATIONABY PANR1. (0 TYPICAL ELEVATION 1YFMCAi ELEVATION STILE AND MAY BE USED SIDFIJTE WIDTH FRAME 18](p1i ($a NOTEBDAW) t O) i o% %O ) MULLION anDs Ud INCHESffS 24 INCHESINCHESEIIT{+j pCT-(-) SIDEUTE OPTIONS ;.;Frr;+lAM�jFagIYMD �K gg 30 ihOfiMl 6' 33 84 80A 80.0 38 80.0 80.0 37-1/8 77.6 77.8 .10 3973.8 73.8 CIDER D.L.O. DIWIS. 42 88.8 88.8 Q.LO. HE04T = FRAME HEIGHT - 12.875' 0 9 8H 24 80.0 80.0 D.LO. WIDTH SIDEIITE WIDTH - C STAND ALONE SDELITE ONLY ` 30 80.0 80.0 D.L.O. WIDTH SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 w aao 80.0.D 4 � rw.o eo_o _ cAm aaww �, s7-1/e 77.6 .77.0 _. .73.8 Faction. S so 739 is 24 80.0 80A ffi 8 30 33 �80.0 80.0 80.0 JUJ-2'0'10 do 3s eao eoo W13-01 n-1/a na ns BFIOeI 3 of 11 rtes SHOI 1/4' 4 4 4 _ 3/8' 1/2' 8 8 8 B 8 D=GN LAAO CAPACM - PSF SOME OiCM S DOOR LEAF WHES SMWFE FRAM e>t:M Btt WM aro a= MNLiioN NOIEl EM.(+) W.(-) 24- 30 33 36 37-1/8 30 42 35 1 84 BOA aA BOA 80.0 solo 60.0 77.6 77.6 739 73A S&6 WA 24 3D 33 3S80.0 37^t/6 39 35 BO wo 80.0 50.0 a" 77.6 77.8 739 73A 24 36 37-t/e 38 iS 80A s0A s0.0 80.0 80.0 SOA nA ns U CU LW Wm StOEItHE Vfim DOOR FRAME VADTN r J SNOLE (B) 3r wx WUBLE 0(* 7Y VAX STDMM TO DOOR INSTRUCTIONS: USE CKARTS AS FOLLOM 1. SELECT SNORE OR DOUBLE DOORS CAN= FROM TABLES ON SHEET t. 2. SELECT LONER OF SfoaaE 10 DOOR MUON CAPAWY FROM TABLE ABOVE. 3 LONER MUU FRMS STEPS 1 OR 2 ML APPLY To EMRRE STSTEM. C IN i NIDTN NHDTN H J eTmx MOTH - ro / 1, y � J N CCAt�1.�b38� \ w\ i m I lll'. 12013 • W 3 01 IN i NIDTN NHDTN H J C loom-] Wflm eTmx MOTH - ro / -A—) / \ 11,11\ / N CCAt�1.�b38� C loom-] Wflm eTmx MOTH - ro / \C / N CCAt�1.�b38� o w\ i m I lll'. 12013 .._XO-EEND A MS `MAN M SEE SHEET 3 SEE SHEET 1 wroni eTmx MOTH - ro i Q.. CCAt�1.�b38� o w\ i m I lll'. 12013 • W 3 01 l— Z O 8 NOTE: GLASS CAPACITIES ON THS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219nA $ $ a r - ro i CCAt�1.�b38� o - i m I lll'. 12013 • W 3 01 AAPS: GLASS .090 SAR.ER PV8 BY 'EASTMAN CHEWCAL C0.' 075 SAFW CP BY TASWN QiEMICAL CO.' .090 SENTRYOIAS BY 'OUPONT' 'ANN. CLASS SILICONE DOW comac so WW CORN98. 899 GE -1100 GE-1ZW OE -1'm0 14 AIR SPACE CONSLTMO OF: ST. STEEL METAL SPACER AROUND Alf PERIMETER OFTHE GLASS. 7/18" LAM. GLASS 7/18' LAM. GLASSM veJtacomPVkew'8nO" 1" OYI3RALL INSUL. LAM. GLASS ,GLAZING OPTIONS RA11�19 f NEAT 3fREMo GLASS .680 SPFPYB BY •EASTMAN CHELUM CO: INVE AYM fA75 S'FLLEX=a CP BY �TM,N Com. CW .090 9ENTRYGLAS BY 'GUPONT' C3/18' NEAT SWN'0 GLASS saxxm WW CORNING 995 NBt rmw CORG 899 TDIROWD QM 3/s as SAAM 3/18' NWAEO GLASS MO SAn" PW BY 'EASTMAN CHEMICAL CO.' ONIEPoA ms f .075 S*um CP BY 'EASTMAN meam CO.' .090 SENTRmLAS BY 'OUPaiT' 3/10' HEAT STRM GLASS SRFpNE DON/ CORNING 995 OWN colam 898 RA PE CAN. droving no. W13-01 1`63N9I1. ARCO= 1BY 4470D W= 2BY NOOD 8= EDGE OW. SEE EL6YNtON3 DISI. SEE NOPE SHEET 1 vmm OR FOR SPAIM •�.;' •t •r / SEE YEESS�1 •r. .s,• r a- �� •:fid!• J EDGE ow1 I I 1 ® la RS t�®> 13SNS FOR SAACM WOOD BUCXS AND METAL STRUCTURE NOT BY CGI WNDOWS MUST SUSTAIN LOADS IMPOSED BY GIAZNG SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: sEE Emy. FOR srAcm TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELm' (Fu=177 nL Fya155 151) INTO 2BY WOOD DUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4' MN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE '8'- 14C OBL Ln TRACON I3Y 'ELm' (Fw177 NS, FY -155 ft) DIRECTLY INTO CONC. OR MASONRY 1-3/4' MNBE . EMD INTO CONCRETE (HEAD/9LL) 1-1/4' MN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- .#14 SF/.ST SMS OR ccl F I IN . c(YtFueS (F-100 K% FY -65 KS0 INTO MIAMI-DAUE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') INTO METAL STRUCTURES (HEAD/SWJAMBS) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE =1' MN INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Cc n 3000 PSI MIN. C -ID HOLLOW/FQL6D BLOCK AT JAMBS em a 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS20W SILICONE SEALANT. DOOR D TAILS wypmc�dnaweMYlwtafib tW- FIMF41 CatA.S �tiNO� drawing no. W13-01 1 1 1 1 1 a1 1z a3 1 13 CON a,• a. EDGEDST.M CAL ANCHO" SEE ELEVATRINS FOR SPACOW WOOD BUCXS AND METAL STRUCTURE NOT BY CGI WNDOWS MUST SUSTAIN LOADS IMPOSED BY GIAZNG SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: sEE Emy. FOR srAcm TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELm' (Fu=177 nL Fya155 151) INTO 2BY WOOD DUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4' MN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE '8'- 14C OBL Ln TRACON I3Y 'ELm' (Fw177 NS, FY -155 ft) DIRECTLY INTO CONC. OR MASONRY 1-3/4' MNBE . EMD INTO CONCRETE (HEAD/9LL) 1-1/4' MN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- .#14 SF/.ST SMS OR ccl F I IN . c(YtFueS (F-100 K% FY -65 KS0 INTO MIAMI-DAUE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') INTO METAL STRUCTURES (HEAD/SWJAMBS) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE =1' MN INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Cc n 3000 PSI MIN. C -ID HOLLOW/FQL6D BLOCK AT JAMBS em a 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS20W SILICONE SEALANT. DOOR D TAILS wypmc�dnaweMYlwtafib tW- FIMF41 CatA.S �tiNO� drawing no. W13-01 O 1,W UOX 0 ISY 5p00f) BUCK SEE NOTE SHEET 1 ACTIVE LSAF S TMOL ANCHORS SEE ' IYWCAI. ANCHORS O •,.` qq o an �� PO 25 ,� O.L O. ,�'�• ~ 1@TAL STRUCTURE LEIU' THD1H EXTERIOR �nmmp(rfaewNn Yo1Hriq� WUH DEW BOLT ?i DOOR FRAME WOTH SEE SHEET 9 (p ..... .. .. __... ,rr MAx. g ' • , 911HT � N SM5{ © O WPOW MY OORR WOOD W" n SEE SHEET 9 WOW STRLCWRE8 3C Mi CONCRETE . FLUSH ALT SEE NOTE SHEET 1 ZOR Z j IMSONRI.'. ACTIVE LBAF INACTIPR T.RAF !3. p� _. TYPrAL ANC"M 22 E4 I9 %{i U SEE ELEY. • �:• 19 S • e ~; ~ IYPMAI. ANCHOItg c • . . 7 dL OPO. � { :,'•.: % 7 7 7 SEE a". FOR SPACMO �s g 19 Ol OPO. EXTERIOR 1.FAF w10TH _.._ _., .. DOOR FRAME LFJ1F TPmlti YAf1TH._ n F8r.MM • GS/ M. �0.WW"2 0 3 •g� g� 16 $ 5 �Wg• J r- diowing fro. W13-01 DOOR DFTAIIS sheat 7 of 11 TYPICAL ANCHORS �U EE SPE VATIM CM 1a is C "4a 0 MAU 1n• O O FOR L JAMB s a 18S PACM CODIf TE • . 17 GN SHEEIS 1 Ac a 0 o {' ---_ - --- __----- O Zi;i � � W � EXTERIOR o 4 ae O.L OPG. LEAF WM IgUITE Pam" -- DOOR FRAME PATH 37• MAX. SOiGLE i19 7E• MAX. mum (Xln g FRAME VMM 8 7l"mASEE a".NCf�S �w a7thNx 1� FOR SPACING LAMY SEALANT BEFORE momall - d NOTE: LUT SHIM TO METAL STRUCTURE AT JAMBS TO 3J8• c° t2 'v "oo JAW NMU— CW/L a. CAJL CONCRETE: 'y p. • ,1 v•'.�..� dYOW{f1 no. L • EDGE Dw. � A q13 W1,3-01 FOR SPACING SIDELITS DnT ! S ahaet 8 e1 11 PART fh SESCNPtDR MATERt3. RAtdt. aonTRa. [7-1703'1. C7-I5W OPl'7M I SP.3 PASS 3 P71iT t1KJ1 ASSGBI.T TALIIVE ILKO F10610101.T A9SESm1.Y QMptt1VE 18At1 ACTIVE LEPER �i1VE LEVI CFd•Q1616V CFd-NSi71 BALMBI IBm M ILL OPTIUK IKED BT, All OPII69S 7999 f0 Oftym BU01T (EVER lFN1 BR.LYIO 7'TImi6L 887 OPTS P .� 6EADt0.i !ACTIVE lUl R7�0.T NCIIYE LOO] 710VN 1ESIER It S{II VOLL. A0 IOAfiO3 ACTIVE IEYER TACIIVC LFAF) 0E7IffR IX 0.f! 1/A33�Jf8i 90 t4i60S OUI01T IEYCR tR1ACIIVE IEAh 7SIER BI SQ{ OP117t9L OPT0.1 3 ffi/7 BILL OF MATERIALS O[d-G61RY„_ YAmI Bl.@ZO ACTIVE LEPER OICIIYE IEAFI C7PER ORCEX 107E lI 1/E' X 49 0L2390 IAILYT LEVER (g4'FR CIELS M4 07.383Y EXTRUSIONS MISCELLANEOUS IIEB i PAM tm 78NIPFI0.T Ie11k33A1. Iii: ffMA66 BLbd( RALE 6063-I6 CD EXI03[R 16 C7 -IW A67RRfdL 6D63 -IS 1 Cf6-79 fRWE IEA/ A® SU 5563-ib C51 EXl@mER 6e63•n ce m�E1t 2 gd-191 ikYE .SeD 573-16 561 FSfAtl➢O mum 3 C7-195 SIRRE BEAD ABO 50.1. 556:i-i6 CO EIDAOfR 1 7d-19T S C9-IDe FREE STADRE 9MRE .IAfI INTOG 910.11[ .W9 5063.16 50Gi-16 C7 OIfl00FR L81 EXTA07R Will fi ar 5 07-W PA41 T0P A6D 65tim1 �. 5063-16 W EXIWIOCR a3 7— fY8-19i PA71 VO1�L STILE 6051-75 Cq allom � 9 ITT-199 S+EaR BI.OfOt _ '--' 6063-T6 07 ES1RtfOER l8 [7-191 FFlIE WAD AM 50.1. CREIt COVO Ig63•IS CW EStR11DCR ro t7-m 14 fld-t>7 FADE LEAD AI10 1LL AAMIEO SGRCtt COYO 7/15.7Affi FAAHM ffAD 5063-75 6063-IS a1 ExTRtlU 07 ESiWIOO IIA C7-8'.3 1' QASS FAAIIiG BFIm 6641-13 cm f1i0iER NOTE NOTE, FFEA6 NUMBERS 8. 10 & 11 ARE NOT USED !S (id-ZJ0 Km an O LOCKING HARDWAREI. mm N f73M� Zppi2 �o O SCREWS �+�P1NAawL9e�/ an9 X Fm Na BRSr17f REMAPRS c 7 0 N i 3/-IES WA TOS - MW.7N OTA@0EW g l9 0 6 S 12' PAR FM SMS - ASTRAtdC ATTAamo Ir Mom ?6 O i 10 i t 1/M Al SAS - ASSE W 3 PER tffiRER f%l � 8 oma 9 hn I E cm �ss3e3` t; m 013 i f drawing f;. W 13-01 ' sheat 9 0l 11 PART fh SESCNPtDR MATERt3. RAtdt. aonTRa. [7-1703'1. C7-I5W OPl'7M I SP.3 PASS 3 P71iT t1KJ1 ASSGBI.T TALIIVE ILKO F10610101.T A9SESm1.Y QMptt1VE 18At1 ACTIVE LEPER �i1VE LEVI CFd•Q1616V CFd-NSi71 BALMBI IBm M ILL OPTIUK IKED BT, All OPII69S 7999 f0 Oftym BU01T (EVER lFN1 BR.LYIO 7'TImi6L 887 OPTS P .� 6EADt0.i !ACTIVE lUl R7�0.T NCIIYE LOO] 710VN 1ESIER It S{II VOLL. A0 IOAfiO3 ACTIVE IEYER TACIIVC LFAF) 0E7IffR IX 0.f! 1/A33�Jf8i 90 t4i60S OUI01T IEYCR tR1ACIIVE IEAh 7SIER BI SQ{ OP117t9L OPT0.1 3 ffi/7 OEA0e0.i NCIIYE LfA17 COPPER PEER O[d-G61RY„_ YAmI Bl.@ZO ACTIVE LEPER OICIIYE IEAFI C7PER ORCEX 107E lI 1/E' X 49 0L2390 IAILYT LEVER (g4'FR CIELS M4 07.383Y tA.AI87 KAO DAD YBA7. Gd-G6iRA1 M M BLbd( RALE 6063-I6 CD EXI03[R 16 C7 -IW A67RRfdL 6D63 -IS 061 ESTI�ER n a6 -Sea saD.Tr m51a 6e63•n ce m�E1t PART fh SESCNPtDR MATERt3. RAtdt. aonTRa. [7-1703'1. C7-I5W OPl'7M I SP.3 PASS 3 P71iT t1KJ1 ASSGBI.T TALIIVE ILKO F10610101.T A9SESm1.Y QMptt1VE 18At1 ACTIVE LEPER �i1VE LEVI CFd•Q1616V CFd-NSi71 BALMBI IBm M ILL OPTIUK IKED BT, All OPII69S 7999 f0 Oftym BU01T (EVER lFN1 BR.LYIO 7'TImi6L 887 OPTS P .� 6EADt0.i !ACTIVE lUl R7�0.T NCIIYE LOO] 710VN 1ESIER It S{II VOLL. A0 IOAfiO3 ACTIVE IEYER TACIIVC LFAF) 0E7IffR IX 0.f! 1/A33�Jf8i 90 t4i60S OUI01T IEYCR tR1ACIIVE IEAh 7SIER BI SQ{ OP117t9L OPT0.1 3 ffi/7 OEA0e0.i NCIIYE LfA17 COPPER PEER O[d-G61RY„_ YAmI Bl.@ZO ACTIVE LEPER OICIIYE IEAFI C7PER ORCEX 107E lI 1/E' X 49 0L2390 IAILYT LEVER (g4'FR CIELS M4 ITEM t ®E PTRT Ba 1EscRIPnSM aonTRa. IVORi'. PI >7 BR � gi 1�7 ,_.. 3[081 .(XARy�f 350 F00.1 GA947 iG9lI FLLM AtFiwRT et AISSB,RT OR a- BD Y3i)Z76 J97 x � YEATBERSIRIP PSL W FfBIIY fp VOLL. 7.TRAF'p 50 >V B8 1/A33�Jf8i .WJ i X00 ffi1 PAE Y'S116PPIf16 170. YI ►U 0.1R/fA3 W >?s T.31 M9 A189-IA3YB BDGE K 1? X {7 IANE K 1/t i 17 WINW01 &0A54 O[d-G61RY„_ YAmI 236 17 107E lI 1/E' X 49 SIS FE6ER Y6 M4 07.383Y tA.AI87 KAO DAD YBA7. Gd-G6iRA1 M M 3/5'-%f1i,1.T TBREAOED 190 - 9EgAE0 YIIR 3/6° REX 9tt Z7C PlATEO - you n 3 � eau ' = eaa �f P 1bvmNr tlftp As* a � bd RW IO Ban 00 3)W PH SM 0 FMmieail rp o Comewm 1WM � n QQj1 ecamtu �,, ro.•n• � � 13 M! r Fv AAW& o Ysa opc o TOP SECIMN swsx (BOTTOM SIOLAR) `o _pmveawoom »ee F6F � � flasFbdts (Inactive Panel) rr� Tap & Bottom ur 1 o� u4n Mou MM CrA •, FPE cw. Sate $ go i � 8 JgL- 2013 CGI aM(W W13-01 3-PONT LOCK sheet 9. for 11 .780 .coI 11-9110 10 DOOR FRAME HEAD, — .� 1929 to FRAME COVER 1.387 t.szs .o9z ,s SILL COVER .483 .073 CSIDEUIE TOP & BOTTOM FRAME I t� SIDELITE JAMB COVER sae .133 ma Am 243 I .824 ,980 1.822 O TOP & BOTTOM RAIL 9.300 .ow 1928 1.440 4.4fiS Q HINGE & LOCK STILE 9 13 19 ASTRAGAL ADAPTER SHEAR BLOCK EAR BLOCK PLATE d - ,.I23 9ss .030 120-¢ 2so .080 1.,84 -«I 1229 1-.- DOOR FRAME JAMB 080 14 aoloo GLASS STOP (LAM 1.489 I .120 970 1.184 n � � SIDEUTE FRAME JAMB SIDEUITE MATING JAMB GLASS STOP ONSUL LAM. F�t;I.a.,ob1m 21 NMDA t7 s ASSEMBLY FASTENERS TO BE OWKIEO! 4 ASSEMBLY FASTENERSro BE 867AUE0 PRIOR ro .�ttJINO /AATWO -IAM PRIOR TO JOUAN6 HAltlt6 JA484 / 4 % /, tpg�.�.! / / r HOLE CAP----Ii� ACCESS HOLE i FASTDM :i 6 SEE SHEET 8 , FOR OETAG.ca Z iiiiy i•r' �'- m .A 03M� SDEUTE JAMB CORNER SIDEUTE MATING JAMB CORNER 13 DOOR FRAME TOP At BOTTOM CORNER TOP &BOTTOM TOP & BOTIOM IS 0 B ' fo �dwtomPbtaetvimw 0� t�. i g< C FILK °iu870�z oil a.mv;rq no. iFaF TOP & BonoM CORNER W13-01 60" 1 sheet 11 of } 1 MIAMI•DADE MIAMI DADE COUNTY, FLORIDA 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 my%mlamldadLggX Mnomy CGI Windows & Doors, Inc. 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 ERProduct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AIU). 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. IIESORIPTIOM: Series 112381 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series 238 Aluminum Casement Window", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "U' dated 02/28/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement. of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 12-0229.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted.documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series 238 Aluminum Casement Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "H" dated 02/28/13, prepared by Al-Farooq Corporation, signed and sealed by ravad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, Type "B -A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588-04, AAMA 1304-02 and per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Aluminum casement Sliding Window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF 1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Type "B -A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588-04, AAMA 1304-02 and per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No.'s HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.02) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI--074298, dated 0627/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1010.02) Jaime D. Gascon, P E Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 1+;-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HT"0804303 96 and RTL -0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 ate 01-1002 03) 5. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per ASTM E547, ASTM E331 and SFBC, PA 202-94 4) Forced Entry Test, Type `B -A' outswing casement window, Grade 10, Level LV 1 per ASTM F 588-94, AAMA 1302.5-76 and per. SFBC, PA 202-94 5) Standard Test Methods for Deglazing Force of Fenestration • Products per ASTM E 987-88 6) Standard Test Method for Determination of Operating Force of Windows and Doors per ASTM E 2068-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -1003 and YI L-1041, dated 10/14/94, both signed and sealed by 'Yamil Kuri, P.E. (Submitted under previous NOA No. 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 11130/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM B1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/21/13, expiring on 05/21/16. / ..---- . Shy_ , Jaime•D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2818 Approval Date: March 21, 2813 E-2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTIN[TED) 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP -- Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 11/30/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. ATLOSF-1109.01-12, issued by American Test Lab of South Florida, Inc., dated 11/20/12, signed and sealed by Henry Hattem, P. E. 3. Proposal No. 12--1600 issued by Product Control, dated 08/22/12, signed by Jaime D. Gascon, P. E. 4. Laboratory compliance letters for Test Reports No.'s HTL-0080430147 for specimen A & B and HTL -0080-0906-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.02) S. Laboratory compliances letters for Test Reports No.'s HET148 2143, HETI48-2144, HETI48-4287 and HETI47-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1010.02) 6. Laboratory compliance letters for Test Reports No.'s RTL40804303-96 and HTIr 00804107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01--100203) 7. Laboratory compliance letters for Test Reports No.'s FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-0229.08, issued to CGI Windows & Doors for their Series "238 Outswing Aluminum Casement Window L.M.L", approved on 05/10/12 and expiring on 10/26/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 E-3 MO EXTERIOR INSTRUCTLONS: USE CHARTS AS FOLLOWS. STEP T OETERMPIE MON WIND LOAD REOMMAENT BASED ON We VELOCITY. Lim HMOHT. Im ZONE USO& APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/IYPE. STEP USING CHART ON SHEET B SELECT ANCHOR OPTION WITH OESKIR RATING MORE THAN OESIGN LOAD WECBIEO IN STEP 1 AOOVE. STEP 4 IF ALUMINUM BUCK STSLEM IS USED USE CHART ON SHEET 7 TO OEMMUNE CAPACTIY. A1'E 3P THE LOWESF YAUIf RESULTING FROM STEPS 2.3 NO 4 SWILL APPLY .To ENTw SYSTEM. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. MAXIM MULTI POINT LOCK By IRUTW N.T. TO CAM LOCKS nl neau/aur TYPIC_ ELEVATION (RANGE FRAME) MUUI POINT LOCK BY 'wrERLoW ALT. TO CAM LOCKS MAIL WOM LOCK HEIGHT POWs M" 2 Sr 3 74' 4 S Actegta�coNO14 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. _ �E$ SHLITI'ERS ARE NOT REQUILZED. 'NT + H lladoPtoJaA '-- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEI FOR MULLION/MULTIPLE UNITS, REFER TO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SEPARATE CGI MULLION N.OA HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. EAIr. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA EMBEIXNENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INC LUORNG MUT NOT LIMBED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DMMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. o 9 ool 0 EXTERIOR frs FOR GLASS TYPES. REFER TO SHEETS 3 AND 4. OB con�1�77� 1ybaFl.lam Mpni lL�de lYudaWCn TYPICAL ELEVATION (caw. LEG Rwee) Cm RA PE 9 70%2 cio, *4 a � o drawirl no. W98-100 MULIJ wZBy Imanowc ALT. TO CAM LOCKS Y Cm RA PE 9 70%2 cio, *4 a � o drawirl no. W98-100 2 3/8- 24734737 4.0 �a ro 5 1307 .0� TYP. Z 2,663 n 2.2t3 ,F � .7E0 N � .CBO TTP. Z4� L438 0 t922 13 O CORNER K CORKM KU F�UCX ST.STLEI. AM TH= AWIBNWA Q FLANGE FRR1T£ Q YENT (5/18• IAM. 2073 4797 769 Q 990 TV. (L of 720 � 2465 7-713 L438 VENT CORNER .tta0 TYP. � '$ 1624 Z ® vEr)T pNSUL lAAL cross) 1Q EOUAL LEG FRAME. —L737— &L 737 ,F ALL FRAME ANO VENT CORNERS TO BE nw PARE 6 OOANPTI'Y OESGRIMON Mass M "480"t91R/8�um � 0 (L' SDLEO VATH C E SILPROF OR EQLUV. 1 001-373 4 FLANGE FRAME 6083-T6 Woom OR EWN. �j to C9-387 4 EOtW. LEG FRAME 800-T8 BON" OR EOW. 1b75 'm_ � �O n o 2 CM -376 4 VENT (5/16' IAM. a m) 6067-T6 e4ME7t OR FA18V. 2B .__ CC -361 4 VENT (MM. IAM.. (Ya3) ...... _.._ 8083 -TB 8f mn OR Eam. ... I 1_ �' 1 .720 � O e� L 3 2C CC -385 4 VENT (7/10' LAM. CUSS) 808:1-18 f10A1.E7C OR EOIAY. 4439 � ? o j 3 CCI -373 4 OGEE GLAZING BEAD 8083-75 =AM OR E7 m. S 3A CQ -388 4 SQUARE 0LAZM BEAD _6063-T5 OIOM.Px OR mw. 4 - 4 .080 THICK CORNER REY A mum - L347 �' O 4 6 - a .060 THICK CORNER KEY ST. STEEL 6 AP -425 AS RECO. FRAME VFATIO PM - SCie.FM APTUS ® VENT (7/18• LAM. GI/CSS) 7 T!MtK-180 A6 REOD. VE1a - SCIREGFL CE-LON .734 a 36-10-0-10 2/ vE74r 4 24 tom, AT ia+ AND eOTTOM srEER. TIRIIH, ATTAQim a/ (6) /a x 3/a- ss sus rp 0 24-13-00-20d 2/ VEHr FACE MO" LOCK STEEL TRIRH. AtTap&b W1 (2) 08 x 3/8' — = d� p 6A - 1/ VENT MCA.TI POINT LOCK TROM} 930 8 p 1/ YEM MLA.T1 POINT LOQ( _ MTERLOCK 10 - 2/ VEI1T .110 YHM LOCK KEEPER, AT FRAME AWa FAQEAS LOCK STEEL tx;w ATTAQ1tL W/ (2) X10 X J/a- ss sus tl - 1 oPERATtxt (OPA(INNJ SIM TRUTH. ATVICHEO 1T/ (2) 18 x 3/8' SS SMS K /' t I to - t OPERATOR (OP7IONM.) Slm OMERLOCK - Q CCI -375: OGEE GLAZING STOP t2 30178 t OPEMOR 7RACR STEEL TRUTH. ATMM V/ (7) /8 x 3/8' SS SMS .r}3 2/ CORNER FTrAME AHII VENT ASSEMERY SCREWS - 010 x 1-1/4- SS SMS l CGI -396.- SOLME GLAZING STOP EW. AWANDLA" ' 9 AA PC VR�1R'T RBNWiP18[1' HAN, 2013 A r� •14' - uam Jg (arGT/HI9 -- FRAME CORNER y lyygg-100 ' Mii.ritladOP+odOa \ 111 sheel2of 7 E U34AM 3�1AFU X PV8 BY '90LMW 11,8' ANN. GLASS 1 ,DLA AAK GLASS r 490 SAFUN PY8 BY 'SOLUTIM -MTERLAYERS-F- .079 VANCEYA S10RUG ASS BY 'SDLLF ' LLL .090 SNTRY8IAS 11Y U~ ,(r ANN. GLASS � SILICQ1E 9 NOMINAL 7/18' NOMINAL TYPE '2' GLA88 TYPE 'S' -3/19' HFAT STREN'0 GLASS .d9 "T'LEX P19 BY 0 .979 VMCE%% BfORMGU35 BY ~ L .090 �NTRYdA4 BY 'MMNf /19• HEAT STREWD CUSS SQUARE BEAD SILICONE ,� ; . M, 9M DOW 999 7/16' NOMINAL CIA --R TYPR 'B' PROOUCYRUMVED as cnni117btgwithixo Plasma Itu9dln8C41dn R J� sl MiendUatbProdnet ERnOo � k LIMIT MAX. LOADS TO 171.0 PSE WIN MULTI POW LOCK BY 'tW11D.0W IS USED NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 cw, FTA PE,MM 6 4 243 droning no. N98-10( gwat Sof 7 PER ORMA1NCE VALUES OF IMPACT IGSISTANT MIM)M NO SMDTERS R600atf0 OFFER TO snm a 111817 7 FOR R19TAIATISI REIAas PERFORMANCE VALUES OF IMPACT RESISTANT VOMITS NO S1NfIU S R400at60 RUM m SHWS a Data 7 FOR S14TALLATM DETAILS WMD00 DIMS. I GLASS TYPE '8' f MASS TIRE 'S' MASS TYPE '0' VRIDOW DIMS. 0LA39 lYP6 '2' - GLASS TYPE '8' GLASS TYPE '8' YADTH HOW W. (4) !Mr. (-) EXT. (+) IW. (-) FM. (+) TNT. (-) woo Hmw F.M. (+) 1HT. (-) EXT. (+) iiii. (-) EXT: (+) tNT. L-) 20' 2a• 28' 30' 32' 38` 110A 194.3 110.0 INA 110.0 19" 20' 24• 287 30' 32' N' 8847 7&4- 642 88.7 73.4 942 110.0 110.0 194 120.0 192A 110.0 110.0 1100 195.0 120.0 120.0 l tao 161.9 110.0 115.0 110.0 195.0 110.0 t3LA1 110.0 19" 110.0 19&D 110A 129.5 110A /95.0 110.0 19&0 _110.0 60.9 60.6 110.0 120.0 110.0 12 0.0 It040 121.4 1104 to" 110.0 195.0 67.9 574 Ilan 120A 110.0 I20.0 38' 40• 42' 1079 107.9 110.0 195.0 110.0 195.0 20' 24' 28' 30' 32' 72' 66.4 6&4 110.0 1980 110.0 120.0 97.1 07.1 110.0 19,0 110.0 120.0 56.1 56.1 110.0 120A 110.0 120.0 92.5 928 110.0 120.0 - - 489 48.9 110A 120.0 110.0 120.0 20' 24' IIGA INA 110.0 195.01100 195.0 46A 464 110.0 120.0 110.0 120.0 110.0 13&8 110.0 195.0 110.0 195.0 43.8 43.6 110.0 120.0. 110.0 120.0 29' 30• 32' 36 40' 42' .4+2` _110A 110.0 104.1 116.9 111.0 _ 104.1 110.0 110.0 110_.0 195.0 195.0 195.0 110.0 110.0 110.0 19&0 195.0 120.0 20- 24' 28' 30' �• 524 52.0 110.0 120.0 110.0 120.0 43.8 43A 110.0 170.0 110.0 120.0 38.1 3&t 110.0 120.0 t10 -C- 1204 928 92.9 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - 832 83.3 1100 120.0 110.0 120.0 79.3 79.3 110.0 120.0 - - 20' 24' 26' S4' 418 418 IIDA 120.0 110.0 TWA 349 34A 110A 120A 1I0,0 120-0 20' 24' 28' 30'97.1 32• �„ 110.0 110.0 103.8 145.7 121.4 104.1 110.0 TIED 110.0 19.0_ 19.0 19.0 110.0 110.0 110.0 19&0 195.0 120.0 - - 1IDA 120.0 - - 19-1/6• 26-1/2' 37' 42' 28' 110.0 195.0 110.0 19A 110.0 195.0 110.0 is" 110.0_ 19.0 110.0 110.0 145.4 110.0 19.0 110.0 110.0 12&1 1104 i9A 110.0 199.0 ,95A 194 97.1 1104 195,0 1104 120.0 91.1 91.1 110.0 1204 110.0 120.0 36' 40' 42• 80.9 S.9 110.0 120.0 110.0 1200 19-1/8• 25-1/2- 37' 42• J8-3/8• 110.0 110.0 988 86.8 iso. 137.5 988 88.8 110.0 110.0 110.0 110.0 195.0 19.0 1948 _120.0 110.0 Ilan. 110.0 1t00 19 _199.0 5.0 120.0 120A 2.8 72A 7 110.0 1204 110.0 120.0 95.4 09.4 110.0 120,0 20' 110.0 1298 110.0 195A 110.0 1980 24' 28• 3O' 3a' a 95.0 107.9 110.0 195.0 110.0 195.0 to -i/8' 26-1/2' 37' 42' ss -s/8• 110.0 1445 110.0 19A .110.0 195.0 5&2 92.5 110.0 120.0 110.0 12ED 99.7 104.3 110.0 195.0 1104 INA 84A 8 11014 120.0 110.0 120.0 6.3 74.7 74.7 110.0 -1"-0 110_.0_ 659 98 110.0 120.0 110.0 1 120.0 120.0 604 504 110.0 120.0 110.0 12MO Sy8' 40' 42' 719 71.9 110.0 120.0 110.0 120.0 19-1/8' 26-1/2' 37' Sr N.7 1042 110.0 19&O 110.0 1 195.0 86.8 64.8 110.0 120.0 110.0 120.0 749 774 110.0 I2OA _ 110.0 120.0 81.7 s1.7 110.0 120.0 60.0 804 110.0 120.0 110.0 120.0 20' 24' 959 112A 110.0 19.0 110.0 19&0 19-1/8' 25-1/2- 74-1/a' 634 46.6 83.0 4&6 110.0 110.0 195.0 120.0 110.0 110.0 120.0 120.0 85.8 95.4 110.0 195.0 110.0 12MO 28• 30' 32' 36' 6O' 76.7 83.3 110.0 120.0 110.0 120. - LOAD/AREA LIMITS FOR +110.0. -- 120.0 +110.0. -195.0 PSF = PSF - 16.34 SQ. FT. 10.00 SQ. FT. 73.2 77.7 110.0 120.0 110.0 120.0 702 72.5 110.0 12oA 110.0 120.0 649 64.6 110.0 120.0 110.0 120.0 PROOUCYRUMVED as cnni117btgwithixo Plasma Itu9dln8C41dn R J� sl MiendUatbProdnet ERnOo � k LIMIT MAX. LOADS TO 171.0 PSE WIN MULTI POW LOCK BY 'tW11D.0W IS USED NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 cw, FTA PE,MM 6 4 243 droning no. N98-10( gwat Sof 7 INSTALLATION CONDITIONS FLANGE FRAMR...(AXT-1[=5. TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE -NEI T-. 6 _ 1 0 L n 2 1/B" 2-If2" MK . INSWATKIN TYPE T WOOD BUCK TYPE 'f' MMW PRESSWE TREATED TYPICd! INSTALLATK)N DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACPIO SEE SHEET 8 FDR DESCRWRON 2 7/B" • II 1 RUCK INSTALIAMON BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL' PRESSURE TREAED TYPICAL INSTALLATION D TAIL ON ALL FOUR SIDES/USING WO00 3/4' X I' X 3/Tf2"4' X 2 - AT ANCHOR LOG WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT'I IL �� a -I/2' wN INSTALLATION TYPE '2' WOOD BUCK SPE •2' PRESSURE TREATED rIPACAI, INSTALLATION DETAL ON ALL FOUR SIDES/USING WOOD SEALANT 8 w BUCK MNSTAUATION BY OTHERS FRDADCTIUTNmsD as=awPl3ing oiU� Ba+Pbr&ta T41DNRnSCudo ASL W�a.J 14 NfSi Pmduw g`F! ATTACHMENT 70 Z ACETAL STRUCTURES d TYf'm ANchVM d1 SEE0.EV. FOR SPACING N SEE SHEET 8 FOR O=tPT W N N �a[2M Emir: JAWA AHM x •E o r dinning rro. W98 -10C Q 4 2013 shoat 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDESI FOR ANICKM PERFORMANCE VALUES SEE SHEET B SEE ELEV. FOR SPAM SEE SHEEP S PoR OES'fWN q z,/s' ,•. a -,/a• &M INS,' I , AUM TYPE T WOOD BUCK TYPE -T PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING W000 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SH M B FOR DESCRP'IM i , 3/B• o 7/8• ° BUCK P.MTALtATION BY OTHERS WOOD BUCKS NOT BY CM CORP.. MUST SUSTAN LOADS IMPOSED BY C.. SYSTEM AND TRANSFER THEM TO THE 8UILDING STRUCTURE. ° 1• MQL k u • M 0 • ♦ •elL ♦io e -ACINO - t DESCRIPTION .1♦i1 1 tllii TYPICAL WSTALLATION DETAIL ON ALL FOUR. SIQES�lSING WOOD TgIOTwcrrsr.NmIBG I��mTe`r�s� 12-1� 0.14 Udldlnry Codi '��a� AxcPlo'ua Nn. i •.11_ • _. •ii!•r; no. 11 Sao PERPORNANCE VALUES OF AVSPALIA940N ANCDORS FEFER TO SIM 8 FOR DEL10S mum" DIME. ANCHORS W/O SHIIAH Q8 ANC801W W M SHUR CW AT 17' O.C. AT 10. O.C. OT Ir D.C. AT 10' OA. VWTH t1F W 4+)/NF-) .(+)/841'.(^) EXI.(+)/MT.(-) EXT{+)/WT.(-) 20• 24' 28' 30' 32• 38' 40' 42' 36"I8" 111&0 195.0 184.8 INA 1951 _ 19So 120.0 192.9 198.0 _ 110.8 195,o 1033 177.0 147.4 1371 168:8 198.8 98.8 1204 180.0 165.0 851 1143 ilio 180.8 774 1033 1281 171.4 73.7 98.3 20' 24• 28• �• 32' 38' 40' 42• 42' is" 192.9 _ 1951 1910 132.7 110.6 178.9 . 147.4 1053 Is" 94A _ 128.4 154.3 Io" 89.8 1179 144.8 19-9 92.9 t I09 128.6 171.4 73.7 013 115,7 154.3 8113 t10.2 1461 83.2 88.8 84.2 207 24' 28' 30' 32' 36• 40' 42• 4117 1981 1118.0 154.8 1934 105,0 1951 129.0 1613 _ 1929 195.0 110.6 180.0 195,0 1032 1689 1910 981 13" 1291 1209 180.0 187.6 86.0 1078 135.0 to" 77A 989 1218 160.7 73.7 9-1 20• 24' 28• 30' 32' 36' 40' 42' Be to" 188.0 1931 1910 137.6 114.7 195A 177.0 171.4 1910 98.3 147.4 160.0 195.0 91.7 137A 150.0 1910 88.0 129.0 1333 195,0 _ 76.4 1210 Is" 681 Itb.7 1033 1143 171.4 859 983 20• 24' 28' 30' 32' 38' W, 1910 1910 1238 1881 180.0 111&0 1032 154A 1943 1910 88.5 1444 195.0 82.6 135,0 195.0 77.4 132.7 1231 118.1 1201 110.0 13.8 1032 20' 24' 28' 30' 1. o6• 195.0 100.0 140.7 195A 119.0 199.8 1173 1042 178.3 198.0 100.5 140.7 183.8 _ _ 195.0 938 183.4 1910 8810 1313 123.1 20' 24•187.3 28' 30' 32' 72• 160.0 198.0 129.8 180.8 105.0 107.8 1609 180.7 1910 9-I 1299 150.0 1951 88.0 120.4 140.6 195.0 809 112.9 20• 24' 28' 30' 78' 1959 173.1 148.4 198.0 1910 1810 119.1 992 _ 90.1 1909 1389 138.1 1383 198.0 79.4 127.0 20' 24• 1 28' 84' 125A 1910 13x7 195,0 185.0 198.0 110.8 160.9 168.3 1910 94A 1422 PE]WORMANCE VALUES OF 00TALIATION ANCHORS REM TO SINN 5 FOR Dams QRIDOH om AMORE W/0 WAS CUP AI4CROR.9 1RTH SHEAR MIP AT W CA. AT Ir O.C. AT 1r O.C. AT 10. O.Q. 1F91TH I/1EOi/I .(+VW4-)) EXL(+)fWL(-) 14.1/8` 28-112` 3r 2B' 103.0 1118.0 149.4 196.0 198.0 144.0 107.6 161.6 198.0 198.0 771 110.9 19-1/8' 26-1/2' 3r 38-318"1012 1951 190.0 1519 1910 195.0 _ 108.8 138.9 t82.8 788 141LI 144.7 19-tlr 26-1/2' 37' 80-5/8• to" 19&o 183.8 191.9 103.2 I910 110.8 1388 138.4 1738 70.3 99.2 19-1/0' 26-1/2' 37' 83' 195.0 1910 123.3 to" 155.3 1910 898 1538 111.2 1949 838 111.6 19-1/8• 26-,.,r7h1f4 1951 195.0 1308 195,0 164.7 190.0 94A 161.1 1 I 1 ANCHORS NA SHRAR CWP TYPICAL ANCHORS: sEE ELEv. FOR SMNG 1/4' DUI, KWIK-CON 11 BY •HIL ' (114=103 KSI. FF -157 KID ,1,/4' DIA. ULTRACON BY 'ELCO(Fu-177 KSI. FY -155 KSI) INTO 2BY WOOD RUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY ' 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCfffiWS (OWE 2 CRG) 1 INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. - .090' INTO METAL STRUCTURES ANCNO D WITH SIIRAR CLAP STEEL : 1/8' THK. MIL (Fy - 36 KS! MIN.) ALUMINUM : 1/8' THK. MIN. (60613-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - I' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD. SILL OR JAMBS re - 3100 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 P9 MSV. PRODUCrREMWED mcc9nply4n8witk16o Flortd0 Acoq 111AIdtog , D y p,i 6 ��4 M9 ffk;T. Ira : Z01d h � Y drawing no. N98 -10C PERFORMANCE VALUES OF ALUMINUM BUCK INSTALIAnON ANCHORS WINDOW Dtm& W. (+) 0R. (-) MTH HECHT 2r 24' 2r 30' 3Y 3r 40' 1. 28' 189.0 Ina 199.0 194.4 1823 182.0 120.0 12DA 2D' 24• 28• 31r 3Y 3r 40" 4Y 42" 195.0 195.0 178.5 169.8 1200 120A 120.0 IISA 20" 24' 2r 30' 32' 3r 40' 4Y 48'-126.0 1930 1930 120.0 120A - 120A 120A 120.0 20' 24' 28' 30' 3Y 3r 40' 4Y bc 193,0 199.0 120.0 120A 120A 12DA 120.0 I 20 2r 24' 28" 30' 3Y 3r Bo' 19" 120A 120.0 12DA - 120.0 120.0 2r 24' 2r 3r 3Y or I89A 120A 120A 118.2 1122 20' 24' 2r 1. 3Y 7Y 120.0 1093 993 89.8 BSA 20' 24' 2r 7r 1013 88.4 743 20' 24• a4" WA SLO PERFORMANCE VALUES OF ALUMINUM BUCK UWALLATION ANCHOR$ WDfm Dm pR, W. ( ) yam HEIGHT 19-1/8" 29-1/Y 37' 28' 199.0 195A 1990 19-1/8' 29-1/2• 3Y 39-3/$' 1990 190.0 120.0 19-I/8' W-1/2• 3r W-9/8" 1980 12DA 191/8' 28-1/Y 3Y eY ,990 1200 1170 19-1/8' 28-1/Y 74-1/4• 1200 90.9 TYPICAL ANCHORS: SEE D.EV. FOR SPACING A - 1/4' ORL KWI(-CON R BY 'HILT.' (F -.m KSI. Fy-157 KSQ DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 8 - 1/4' DIA ULTRACON BY 'ELCO' (Fn -177 KSI. FY -155 KSI) DIRECTLY INTO CONIC. OR FILLED BLOCK 1-1/4' MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - 114 (GRADE 2 CRs) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD TdNCAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = I* MIN. CONCRETE AT HEAD. SILL OR JAMBS r9 - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI UK 2.500 .948 v - _ %1145. .0�i PRUDUCTRBNBNBD x41hOreFlida..5922 nmpwm a 12 - 1 O • 11E1.,23LIG ��-,....439 By .90.5 MIMIat T4ft- pauln. .125- aw.. JAYAO mwe ALUMINUM 8LK2C OPTIONAL COVER FL4. PECIVIL C 8083-•T6 W63 -T8 CJUL ]339 - � drMoVin I W98-10( MAR 02013 A1»� 7 ALUMINUM BUCK FI2Amn4a DETAILS �V REFER TO 911EIS 3 TIRU 6 FOR TAH. 9 CAPACTES 115E LORER APPLICABLE VALUE. _ Fi I 1 � It CIOp gpa� 4I�a a 3� Q3014 SMS AT 8` FROM EHO9 B14 SNS AT 8' FMAXNDS ^ iy V 73d 1O.C. MAX AT JAMBS lO.AT JAMBS i YD.C.r MAX24' O.C. AT WAO/SILL ' 24' O.C. MAX. AT WAD/SILL 1 \ ` K IR 8W _ 0 4', < t o LL$$ .a ^. 1 TYPICAL ANCHORS TYPE 'A OR 'B' TYPICAL ANCHORS TYPE 'C' AT r FROM EPOS AND s SL ro " AT 8' FROM ENDS AND 2 T/Y MR. 17' O.C. MAX. AT JAMBS EDGE24" O.C. MAX AT HEAD/SLL DIST,I• Mux 17' O.C. AT JAMBS MAX. 24' O.C. MAX. AT NEAO/SU Z Z _ a� p y Prig INsTALU►1m TYPE '5 NVA.LATION TYPE '8' �- f1rTlTrT- 28Y tY00D BACK OR HOOD smllcluREs TYPICAL ANCHORS: SEE D.EV. FOR SPACING A - 1/4' ORL KWI(-CON R BY 'HILT.' (F -.m KSI. Fy-157 KSQ DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 8 - 1/4' DIA ULTRACON BY 'ELCO' (Fn -177 KSI. FY -155 KSI) DIRECTLY INTO CONIC. OR FILLED BLOCK 1-1/4' MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - 114 (GRADE 2 CRs) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD TdNCAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = I* MIN. CONCRETE AT HEAD. SILL OR JAMBS r9 - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI UK 2.500 .948 v - _ %1145. .0�i PRUDUCTRBNBNBD x41hOreFlida..5922 nmpwm a 12 - 1 O • 11E1.,23LIG ��-,....439 By .90.5 MIMIat T4ft- pauln. .125- aw.. JAYAO mwe ALUMINUM 8LK2C OPTIONAL COVER FL4. PECIVIL C 8083-•T6 W63 -T8 CJUL ]339 - � drMoVin I W98-10( MAR 02013 A1»� 7 MIAMI-DADE COUNTY, FLORIAA, WD PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidodP.gov/sera! CGI Windows & Doors 10100 N.W. 25 Street Mlamh 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 PERA-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. PERA 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 Zane. DESCRIPTION: Series "Sentinel 12011 Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L IVLI.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision "B", dated 10/10/11, prepared by AI-Farooq Corporation, signed, sealed and dated 1/13/2012 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'ai%cting the performance of this product. TERII61INATION of this NOA will occur mer the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0510.12 and consists of this page 1, evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. CMIAMMA E U NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No 10--0510.12) 2. Drawing No. W10-18, titled Series "120 Sentinel Alum. I3oriz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. UT"080-0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) -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" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05!05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, exp' ' on 12/11/2013. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 E-1 Approval Date: January 12, 2012 CGI Windows & Doors ,�. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2007, dated May 05, 2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-051 0.12) 3. Laboratory compliance letter for Test Report No. IITL-0080-0102-10, issued by Hmricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510. 12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 104510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.l.", approved on 09/22/2010 and expiring on 09/22/2015. g4h D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 FIN FRAME Fi HUES (SURF WENT WIDTH EQUAL LEG FRAME 20 SENTINEL HORIZONTAL SLIDING DESIGN LOAD RA=QS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIOP6 OF H.R./H.R. OR HORRONTAL ROU M WITH OTHER MIAMI—DARE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOIYS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE R.ORIOA BUILDING OWE INCLUDING HIGH VELOCITY HURRICANE ZONE (H%W. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCIIORS EENT TO BASE MATERIA. SHALL BE BEYOND WALL DRFSSNO OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD M M71M INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEE,/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATFRIA(S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2E W.B.0 PLROD1lcruet+�, B�mol =Kl LAMINATED GLASS INSTTTATING IAM. GLASS SMALL MISSII:E -MiccT MI LARGE SSR-M,.IMP�"I' Lu 0 0 S cv Zj Alk 012. W f 0 18 BUCK WIDTH 2 lir VIOL 70° WOL KAX HFAD/9W. M. SDLES HEAD/SILL u I= 1 O ii F FS O J p II tl >•I B 1 11 1 LSE MUNTINS VCE APPLIkD, 32 7/B' 32 7/8' ADDL ANQ{WS OP'ftONA(. DL 0M AT k kM AT IFAD/SLL pA, OPG. 353/8- SEE Nt01E (•> ON Stell' 2 WENT WIDTH EQUAL LEG FRAME 20 SENTINEL HORIZONTAL SLIDING DESIGN LOAD RA=QS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIOP6 OF H.R./H.R. OR HORRONTAL ROU M WITH OTHER MIAMI—DARE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOIYS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE R.ORIOA BUILDING OWE INCLUDING HIGH VELOCITY HURRICANE ZONE (H%W. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCIIORS EENT TO BASE MATERIA. SHALL BE BEYOND WALL DRFSSNO OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD M M71M INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEE,/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATFRIA(S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2E W.B.0 PLROD1lcruet+�, B�mol =Kl LAMINATED GLASS INSTTTATING IAM. GLASS SMALL MISSII:E -MiccT MI LARGE SSR-M,.IMP�"I' Lu 0 0 S cv Zj Alk 012. W f 0 18 Lin • FLANGE DD1S. Dow IAAD CAPACITY - m (ID 08 OR SIM) 6484 TM A &'At' I a= TrM 1Ya'SI' WIDTH PIANGE DES& I DOCH Bum 9488 t4PDTView Am'RP83'B'&TTI' WORH MD" WIDTH HEROT Exr4+ W.(-) m.(+) W.(-) 20-1/2` 3r 09-1/8` 7$ 26' 28-1/r 38' 82-1/0" 7r 2r 83.0 68.0 8010 9010 80.0 65.0 60A 90_0 BOA 68.0 80.0 9010 BOA BBA 60.0 90.0 28-1/2' 37'3B' 83-1/6' 74' 35-3{8' 25-1/r 52-1�, 7r 37-5/8' 85.0 86.0 8010 90A 65A 6510 SDA 90.0 BOA 88.0 BOA 80.0 65A 800 90.0 9010 26 -1/r25 37' - 83-1/8' 74' W_$)W. -1/r 38" 52-1/8' 7r 49-51° 6510 &910 SOA 90.0 85.0 WA 8010 9010 611.O 8510 8010 90A 88.0 GSA BOA 9010 26-1/2" 3r 53-IAr 7$ _ or 2x1/2° 30' 82-1/8' 73' or 8610 6510 BOA 9010 851060.0 �.0 90A �.0 �A BOA 9010 00:2 002 1 74.3 743 74' Or 7e 8r 1 ODA 90.0 59 DESIGN LOAD CAPACIfY - P6'F WE �) FLANGE DD1S. BUCK 1DM8. 6484 TM A &'At' I a= TrM 1Ya'SI' WIDTH HEIW W I 1 W04 ER6(+) DRd-) 1 ERI.(+) OR.(-) 74' 108-1/4° 111• 28° 73' 109-1/4' 110' 23' &4.O 88.0 SOA 90.0 a5.0_ OB.O Bob 904 BBA 8810 800 004 74" 106-1/4° 111° 3B-3/8' 7r 100-1/4" 110' 57-3/8" 65.0 80.0 ODAL76.4 95.0 65.0 OOA 88.0 6510 ODA 74' 108-1/4' 111° 50-0/8' 7r 106-1/4' 110' 49-5/6' BOA 00A 00.8 �.D 05.0 80.0 �.0 85.0 ODA 74' 106-1/4' 9r 73' 105-1/4' liar 9r OLA 85.0 _ 00.0_ 81A 6110 782111' 6010 BOA 70.4108-i/4' „ fab -1/4' or- - OOA110' SOA *ADDL ABHORS REQUIRED AT CENTER OF LITES AND MIO. STILE ENDS (112W) (1/2W) G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIOTH 'XOX' 74° T1P. 61M am- )6' TYP. e= DIMS I - - 4 j- FLANGE FRAME EQUAL LEG FRAME F11V81E OD6 E5 STD. MTG. RAIL, MAX. LOAD TO f65.0 PSF E4 - 7 DOWN WAD CAPACITY - PSF (1/4W) (1/2W) (XO% BIEES) FLANGE IT MB. mm Dum a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIOTH 'XOX' 74° T1P. 61M am- )6' TYP. e= DIMS I - - 4 j- FLANGE FRAME EQUAL LEG FRAME F11V81E OD6 E5 STD. MTG. RAIL, MAX. LOAD TO f65.0 PSF E4 - 7 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIOTH 'XOX' MTG. RAIL LIMIT MAX. LOAD TO 180.0 -90.0 PSF E4 H.D.4 EQUAL. LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHELT ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2012 ZZE DOWN WAD CAPACITY - PSF (1/4W) (1/2W) (XO% BIEES) FLANGE IT MB. mm Dum CIASB Tnw AA'LL' OfA89 nm Wall, WIDTH HFItT11r mm umff Exr.(+) DR.(-) ERI.(+) INT.(-) 74" 7r 80.0 GBA 80.0 90.0 108-1/4' 28" 105-1/4' 2G" 88.0 a" 80.0 90.0 111' 110' 88.0 650 80.0 _ 90.0 74' 73r 611A a" 80.0 90.0 108-1/4' 3B-3/8' 105-1/4' 37-31V &S.0 WA 8010 90.0 111' 110' 8&0 88.0 80A 90.0 74' GO -0/G' 1 7r 49 -SIB' 1 6&0 6" BOA GOA 74" 6r I 7r 1 02' 1 0&0 1 WA 80A 90.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIOTH 'XOX' MTG. RAIL LIMIT MAX. LOAD TO 180.0 -90.0 PSF E4 H.D.4 EQUAL. LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHELT ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2012 ZZE (1/4W) (1/2W) (1/4 a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIOTH 'XOX' MTG. RAIL LIMIT MAX. LOAD TO 180.0 -90.0 PSF E4 H.D.4 EQUAL. LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHELT ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2012 ZZE Dls'Wtao LOAD CAPAM - P8F (go an oa slims BUCK DBIB. 0[6'38 TIM *A'&'Af OLb98'[PPBB'A'&'B1' wow HEIGHT EM(+) IM.(-) EM.(+) -(-) 25-1/Y' 36' 32-1/8' 7r 2S. 88.0 BBA 88A 88.0 80.0 811.0 BOA 80.0 a" 65k BOA 80.o 65.0 86.0 80.0 80.0 20-1/r 3B' 52-1/8'860 7r 37-3/8' BBA 88.0 WA 80.0 mo 65A 80.0 80.0 BB.O 8110 800 830 830 811.0 80.0 2&-1/2' 3r 52-1/8' 7r 48-5/8' 88.0 880 88.0 880 9DA 800 80.0 80.0 BSA 65.0 80.0 ODA 85.0 68.0 80A BOA 25-1/2' 36' 52-1/8' 7r or BSA 464 80.0 811.0 830 860 _ 80.0 B3O 86.0 80.0 80.0 800 802 80.2 860 811.0 (1/2W) (1/26) j ( G OPERATING VENTS �TOBE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E5 MTG A7 UMR MAX. LOAD TO 165.0 PSF E4 DESIGN LOAD CAPACITY - PSP (XOX SIM) BUCX om. QM TTM'A'8'Ar mm Tim '8'&'81' MM M- EXL(+) BR.(--) t](T.(+) INT.(-) 73' 103-1/4' 110' 2r 1$A 88.0 80.0 GOA MA 65.0 80.0 80.0 63A 65.0 811.0 811.0 73' 103-1/4' 110' 37-3/e' GSA 68.0 80.0 80.0 SU BB.o 80.0 00.0 85.0 88A 80.0 104 73' 108^1/4. 110" 49-8/8' 68.0 830 811.0 BOA 09.0 85.0 80.0 850 85.0 80.0 80.0 BOA 7r 108-1/4' 110• Br BBA BBA 80.0 80.0 81.8 61.8 BDA 60.0 8D.0 emo BOA BOA U/3rn (t/9M 0 W) > / a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XIX' e1l:x oars FIN FRAME H.D. WIG. RAI, UMR MAX. LOAD TO *80.0 PSF E4 DMGN LOAD CAPACITY - PSF (XIX MM) BUCK Dmnm OH88 TYP&8'A'&A1' IIIA T4Pt6'R'&'Bt' VOTH HEIGHT EU4+) Orr.(-) DCL(+)18.0 7r 830 65.0 80.0 105-1/4' 2V 830 BBA 80.0 110' 830 65A BOA 7r 860 85A 80.0 105--1/4- 37-W 0.0 BBA 80.0 110' 86.0 65.0 80.0 7r 49-5/8' 85.0 6BA 80.0 7r 82' 88.0 830 80.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' IROD11Cr REVISED wmpt IMVAtB fro "Drift A= Il-lo3T.1)1( P FIN FRAME ter.., .: . NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS) AND FLORIDA BUILDING COWSSION DECLARATORY STATEMENT DCAOS-DEC-219 I 111 draering no. f lS.-M W90-18 GLASS.A. 9/18' NONNAL LAIL. GLASS HEAT SfRFN D GLASS Am* PVB DIMMER VANCEVA COIWOSfE BY •SOLUTW' OR 080• PVB 9NIEIIIAYER SAFl.l7G a BY %mLr ' OR Aw SOP Kn3uTER BY 'DUPONI• 1/8' NEXT SREN'D GLASS 2 GE CORNING CORM 1200 'q N1 $$Oyy EB GLASS TYPE '8' 5/18' NOMINAL. LAN. GLASS 1%8' MW. -GLASS INORDER TO GKIALIFY FOR SMALL MISSILE IMPACT RATING .075' PV8 LNTE1naY€R. FXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. VANCEVA COMPOSITE BY 'SOI. M OR Ile AIR SPACE AW PVB 011104AVER VVAANG.'EVA COMPOSITE BY 'SOWTIA' SZ aG BY 'SOLJJTN 4W PVB BDERIAYER OR PV8 INIERIAYER ASCP INIEIOAVER s*m OIC BY 'SOLIIfIA' OR BYpaNr -mo- SAFLE% 04 BY 'SOUAW OR 1/e• ANN. GLASS .080' SCP INIIRLAYER ASID' SGL' PaMAYER GLi ,200 GE 12W %DOW OWNING � BY 'DUPONT' r, GLASS.A. 9/18' NONNAL LAIL. GLASS HEAT SfRFN D GLASS Am* PVB DIMMER VANCEVA COIWOSfE BY •SOLUTW' OR 080• PVB 9NIEIIIAYER SAFl.l7G a BY %mLr ' OR Aw SOP Kn3uTER BY 'DUPONI• 1/8' NEXT SREN'D GLASS 2 GE CORNING CORM 1200 'q N1 $$Oyy EB GLASS TYPE '8' 5/18' NOMINAL. LAN. GLASS M7 L GLASS TYPB 'Al• PE 'Hl' 0.70" OVERALL ONSUL. LAN. GLASS 0.70' OVERALL INSUL. LAM. GLASS NOTE- OTEIN 1/8' ANN. GLASS INORDER TO GKIALIFY FOR SMALL MISSILE IMPACT RATING 1/8' HEAT STREN'D GLASS FXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. .075' POB WIERIAYER A78• PVB WERLAYER Ile AIR SPACE VANCEVA COMPOSITE BY 'SOLLW 1/4' AOR SPACE VVAANG.'EVA COMPOSITE BY 'SOWTIA' 4W PVB BDERIAYER PV8 INIERIAYER 1/8' ANN. lilAS3' s*m OIC BY 'SOLIIfIA' OR 1/8' HEAT STREN'D GLASS -mo- SAFLE% 04 BY 'SOUAW OR .080' SCP INIIRLAYER ASID' SGL' PaMAYER BY 'DUPONT' BY 10~ 1/8' AWL (LASS 1/8' WEAT SIRM CLASS S0ICONEyy��' SO.IOONE GE 1200 DOW CORNING 899DOW GE 12DO CORNING S" Nt DOW CORNING 893 et Nl DOW CORNING 885 M7 L GLASS TYPB 'Al• PE 'Hl' 0.70" OVERALL ONSUL. LAN. GLASS 0.70' OVERALL INSUL. LAM. GLASS NOTE- OTEIN INORDER TO GKIALIFY FOR SMALL MISSILE IMPACT RATING FXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. 0 drawing no. W10-18 �H. r rX'Y�Ij �%u1 ii cl <a 1•_ TYPICALMtCHDRS y 8 I aTYPICAL MC�W s. MY SEE ELEV. ' �.. ' ' u ' i ., SIX a" W006 EBl(2t FOR SPA2FIf1 p FOR SPA= t •• A FLANGE & FLANGE ADAPTOR FRAMRyu E wl 2-3/8• MIN, WHEN USED THE MDL W= BUCK DWM 94ALL BE Or. THE USE OF BEEPER OR Mum WDODmmn 6 PERMED. MAW-OADE COUMY APPROVED MULLION & MWlM ANMM SEE SEPARATE NCA WOOD BUCKS AND METAL. STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GAZING SYSTEM AND TRANSFER THEM TO THE BUILDINO STRUCTURE. TYPICAL ANCHO`{S; sm ELF/. FoR sPAcm 1/4! DIA. TAPCON BY lnw (Fw.120 KSI, Fy-92 KSO 1/47 DIA. ULTRACON BY 'EI CO (FU -177 KSL PY-155 KSD INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIDI. EMBED INTO CONC. OR MASONRY 614 SMS OR SEF DRILLING 1 SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK.=.090') INTO METAL. STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8` TM MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO w00D STRUCTURE =1" MIN. INTO METAL STRUCTURE = 3/4MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o 3000 PSI MRL C-90 HOLUW/FWID .AT,. Pm 2000 PSI MIN. PRODUCrRRVIM I F . =%—loldgs.Bnwevm" 09�- a o� {d�rJawtRg •1mp. 0 WPM ANCHM RM U". -\SP FLANGE ,a• VAX 91WS V OD wow LOCK )MONAL ,O WRW LOCK B= vmm ile ma sur wDTH 0 WPM ANCHM sm ' ! FM AM __�1]]aw .:J1.. m� `;(�i #F}Vin EXTERIOR FLANGE ADAPTOR FRAME My�N 3 FLANGE ADAPTOR FRAME 0 � �o a E �$ g= O 'it 11�jc Zz12 "'TALI "O" DETAILS SHOWN ON PAGES 5 Ato 6 APPL TO• BOTH FLANGE FRAME AND FLAq�•,�[}AptOTt FRAMES. d < m " rmonucrssvrs® � � �` Nidl,Q@6,OYid6 � � qq �, 6' • Aooepw�roo ft-to�ati( 8 drawing no. W10-18 �� \\-Rl FOR SPACM u „(pw& ANCHORS SEE ELEV.FOR WAC= p EQUAL LEG FRAME ,�— A?PRWEU raa.Im @ wUJON Anawas SEE SFINWE MOA EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD. CONCRETE OR METAL STRUCTURES i WITHOUT TNEED OF A WOOD BUCK. HE 0 WB7 USW RE M06 WOW SM 0FRH MOM 6E 2W. THE USE OF 0EsnR 0M SSELM SNS Is FERMMtM 4.' cm� . M1'.. a era ►- oft ' a 1 2! rnaGu arlaiaRs iZ dmxing no. �.. • :e $ 1 W10-18 LLUSTRAME MUL ES SAH` FIN FRAME �V.V W. OR rrr FWStES FM SPACM c I'f0T BY fX7 a� li Hat9E WRAP' TYPICAL ANCHORS: SEE OXY. F'at sPA m Nor 8Y cfa ' Q SMS (MM 2 CPS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1-1/2' YIN. PENETRATION INTO WOOD E3CAUUQW�yy p O j WOOD STRICTURE ,/<• MAX. trilCX WTD,,, 1/4• MAX CAP GAP N c G ,/2' MK 1/2' FBFL fIl N R4CXM CAUUQ" f 9 N i q E7 5 1 M9 E8 HOUSE WRAP _ I NOT BY CCI EXTERIOR i a g<m RAcxeEo Cm"xw "' �'' • eaooucreEVFsso !� ' ►tiA Pr`* W -M °.�.wrlmnamdffiF Mr. HOSE WRAP NOTBY Ca � g 8 ect� drmrtng ra. Tnm JAtd 18 2012 W 10-18 M sP [ a cf 11) I= PAR1O i QIT mnw MAWWM FEANF./8DPPTIBR/RSMARM E1 CGL -t00 - TIME JAMB ® FOOD GLASS 8083 -TB CGI EXTRUDER E2 COI -113 - FRAME SILL - 6w -Te CGL EXTRUDER E3 OQ1-102 FRAME }LFA 8083-T8 CGI EXTRUDER .— E4 Ci:1 S - MEETING RAO, 6063-76 CM EXTRUDER EB oGL-104 - L= PAIS _.8083-T8 CM flCRBIDER ED Cd --10 - HANDLE RAIL 8D63 -TB CGI EXTRUDER E/ 061-106 - SASH RAO. -� 8083-78 001 EXTRUDER m CGL -107 - 6/16' GLAZING SEAR 8083-78 OM EXTRUDER ED OB -108 - WOO" CLAM SEA 6083-7s CGL TRS Et0 1X8-109 FRONT FLANGE ADAPTOR 8083-78 CGL EXTRUDERE11 Of8-110 - WDM. FOR ADAPTOR 800-76 CO EXTRUDER E12 CGI -138 - YF ERAME JAMB & MEG GLASS 6063-18 CO EXTRUDER E13.: __W-!36 - 7F Fgd1E HEAD 6063-78 CGL EXTRUDER E14 001-139 - TF FRAME JAMB � 6083-78 001 EXTRUDER EIS CGL -140 - 1' MUM 8063-15 _ 001 EXTRUDER Eta 001-141 2.8' MULUON 6o93 -TB CO EXTRUDER E17 CCL -805 - SCREEN FRWE 6083-18 CM EXTRUDER .._ Eta CGL -114 - _ SIL SNAP 8t 0033 -TO � q E19 CGI -115- SBL. FLUER 8087-T8 OD EXTRUDER E20 CO -118 - FRAME JAMB 6083 -YO O8 EXTRUDER E21 OGL-117 - 101 LOOK NAB. 6053-75 OM EXTRUDER E72 OB -138 - TF FRAME SBL 6083-70 CO EXTRUDER 623 CGt-iKA FROM FLANGE ADAPTOR 6083 -TB CO EXTRUDER MI CM -362V - OIAZBRO &A.a WHYL (DUROMEFER 78-M SNORE A) p4c - M2 CO -111 W cuvm (Ww q,� P. _ M3 CGL -112 3' ® ANCHORS EQUAL LEO COVER MM FMC _ M4 - 0.700' X OA40' SEAD CE1200 BOOM SBNOONE 6E MS - 0.700' X CAW BEAD DOW 998 .. SMXXRE DOW - OJOD X 0A40" BEAD DOW 899 SILICONE on M7 - 2/ LIFE SETIINO BLOCK_ trDM w - - PRDYECTO WRAP WATERPROOFING OR EQUIV. - - M9 664 _ RROUIR TRACK- PM _ M,O CGL-128 2 PER S45t1 ROLLER ROUSING NYLON M71 w23201No _ PDE WITH CENTER ELN .. ._ WOOL ULTRAFAB OR MUM. M12 CO-t2g 1 PER SASH EGRESS LOOK ALUM. SAM M13 CO -13t 2 PER SASH HANDLE RAR END CAP RYA M&M U14 39" 1 PER ti i-% AMLDT mm NYLCK M&M MIS OPTENAL _... ._ RMCU ATED FOAM 30 PPI MIS ail -134 - JAMB SPACER PJC PROTOTYPE OR EQUIV. U17 A3073MI-32 1 PER WD. CAM LACK ZDXO TRUTH OR EQW. MIS CGL -132 2PER WD. Y SASH STOP P,1; PROTOTYPE M19 CO -111 0 FR. HEAD SCREW COVER pyo pAp707YpE M-: CGI -128 2PER SASH SASH Ow (B/T BAIMM NYLON MSA M22 - VARIES HF -FA WEEP COWERS .. PYC AMFSBURY OR EOIIY 52 - 2 OR 3 PER CORNER 0 t0 X 1 t/4' La. PHL m SMB. ST/SL ASSF8671Y SCREW -. - - 53 - 1 1/4' EMBD. # 8 X , 1/2' LO. PML. PFI. SMS. FIN ANCHOR SCREW 4 PER M. # 8 X 1/2' PTI. SMS. ST BALANCE BRACKET SOffiY _... _ SR 2 PER WD. # 8 X V LG FIL SMr. ST/ST. SPIRAL B. ASSEMBLY S8 - # 6 X 1/2' LG. EH. SMS. m CGI -133 & CAM LOCK - �4— # 10 X 4' LO. PTB. PH. SMS ST/ST. ASSEMBLY MEETING RAILfff f 10 X 8/8' Ur`. PHI. PLL OWLS. ST/ST. ANTUFT SCREW RA PE C'T8382. lo_l :- i8 � drawing no. MW W1O-18 2440- 2440 21+3 1.015 083 •490 .120 •TOS AM Na. .705 .050 MP. f ,� c g 2+01 ' ' t Sot 1.360 ljm J784 0 b za4s Lna. , eo1 AM Ira. t aao +.mT .A N r� _4[7 Q 5/18' GLAZING BEAD O .700° GLAZING BEAD Q ti 85 Ta• L 1.155 .155 1355- 1.018 FLAWA FRAME HEAD tAl$ O FLUS14 FRAME WAD 1,353 .745 I E4 MEETMG RAIL E11 NAR ADAPTER 1.393 BD V Y PH 1.015 1.015 1.7.018 1.498 .050 1.4f3 1a. t0 td s 1.140 1.140 Ira• � 2-264 `5`J FLUSH FRAME COVER SCREW COM rrrggg � �0 � I 1.O1S 1 .089.089L 089 may A� •�. aegis 2,888 3.030 A85 3.186 711'. 2885 1.043 O LOCK RAIL. 7YP E's SILL FILLER ��vv < 1! t 768 ,.a5o p $ .tA10 fn 2440 2440NnMM- Z310 i3 M FLANGE FRAME SILL O FLUSH FRAME SRL 1.018 l� 1220 Q OO 3 2 z 2737 2737--� 7.043 FLANGE ADAPTOR S A&5 tra. .008 IV. �+ ALT. LOCK RAIL 2.509 2.73 21m 2813 1.692 Am tra 2195 c .091• i7�3M7_ .600 .991 74 FLANGE FRAME .IAMB (MOVING) 2737A 19 1/FLUSH FRAME JAMB (MOVMG) t.015 $ i a Low O' HANDLE RAIL ett eti 1.025 1 2XAS .OK TV. 2508 .0a IYP. T ,.399 6pr:,J0. A)oYtO '• PAGWCP$EVLtiED taA aepAYq� YA�baa =P= "ftamPm" �C.RN. 7538 1.015 1.015 .745 1.000 1.743 .900 1248 .066 1.015 2017 dree4ng no. 10-18 FUNIGE FRAME JAMB (FIXED) E' FLUSH FRAME JAMB (FOM) Q SASH RAIL 9heati05111 h FRAME TOP CORNER VENT TOPZBOTTOM CORNERS W + S2 /� z3 z Z. 8A e>tomrcresv�r � $ holm meFtaids arve t wig o FRAME BOTTOM CORNER,,;q°A. S •� FLI9Ai 70M7 2 SB 2di2 drawing no. Foo mm. IOL camER W 10-18 Bn�ttatt MIAMaiaaoE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmm—miamidade.sovJnera/ CGI Windows di Doors 10100 NW 2e 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 PERA - 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. PERA 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 "130 Sentinel 11 Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W1042, titled "Series 130 Sentinel Alum Fixed Window (S.M.I.) (L.M.I.p', sheets 1,1.1, 2, 3, 4, 5and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, 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 Impaet Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 'This NOA revises NOA # 11-0303.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1031.06 aglow Expiratlon Date: September 22, 2015 Approval Date: January 12, 2012 Pagel CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1042, titled Series 130 Sentinel Alum Fixed Window (S.MS ) (L.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLQ, Test Report No. HTL-0080-0103-10, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Subndfied under previous NOA No.10 -0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 02/28/11 and updated oii 10/10/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasS Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their"Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. C �../ Manuel, P.E. Produe(Contr E finer NOA No. 11-1031.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -t CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010 and of no financial interest dated 10/06/11, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL4)080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NDA No l0 -0510.13) 3. Proposal No. ,09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 -0510.13) G. OTHERS 1. Notice of Acceptance No. 11-0303.03, issued to CGI Windows and Doors, Inc. for their Series 11130 Sentinel" Aluminum Fixed Window - L.M.L approved on 03/21/11 and expiring on 09/22/15. �A&aaegQ I 1ARzk - MinuepferlP.L Product Contr E miner NOA No. 11-1031.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 IF 4G' nAIM %MTH O.L M. qq 1B' MAX. Ti&m/sul. A swmm comem SIDES o I�GE &AGE ADAPTOR AD�OR�E dml FAM MUWMI (SU�ACE APPL�D) J 1B� MAx e^ MPG. OPIONAL SHORTER 11EAD/SRL SIDES C EQUAL LEG SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. O2 FIX. WOW. WITH OTHER MIAMI -DAA COUNTY APPROVED WINDOWS USING MMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 49- 3E m �icAL �EVAnoNs FM4` ANCHOR SPACING SHOWN HEREIN APPLICABLE FLUSH n 6 u u C II 11 ii u • ii �� it If � � arew>rh Fm�Mll d. 4 P 1 h If II II n u i n li u -----u----- ----Ir-----Yr--- 11 II D.L. DPG. 6f E 11 11 II B I�GE &AGE ADAPTOR AD�OR�E dml FAM MUWMI (SU�ACE APPL�D) J 1B� MAx e^ MPG. OPIONAL SHORTER 11EAD/SRL SIDES C EQUAL LEG SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. O2 FIX. WOW. WITH OTHER MIAMI -DAA COUNTY APPROVED WINDOWS USING MMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 49- 3E m �icAL �EVAnoNs FM4` WWNDOW WINDOW WIDTHWP�01Y WIDTH WNOOW WIDTH WIDTH I' A J L. .J WINDOW WIDTN WINDOW WIDTH WINDOW W@TH W WIDTH DAYLITE OPENINGS: D.LO. HEIGHT - BUCK HEIGHT - 3.00' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I I D.LO. WIDTH = BUCK YAM - 3.00' REQUIREMENTS OF THE FLORIDA SUELDING CODE INCLUDING HIGH VELOCITY K $HURRICANE ZONE (RAA). I I I WOOD BUCKS BY OTHERS. !DIST BE ANCHORED PROPERLY TO TRANSFER L LOADS TO THE STRUCTURE. W. I I ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETa1S, ANCHORS EMBEDMENT TO BASE MATERIA- SHALL BE BEYOND WALL DRESSING OR STUCCO. _. L J ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETARS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. A LOAD DURATION NCRFASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MIATIRW.S UHCWDING BUR' NOT 11M11ED TD STEEL/METAL SCREW, THAT ALLOWABLE LOADS FOR a_TOWTE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE COME INTO CONTACT WITH OTHER DISSDMLIR NRATER6ARS SHALL MEET TIE VERIFIED BY INSCRIBING PICTIM WIDOW SHAPE WITHIN SQUaff OR ILCTAN= AS REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.&4- SHOWN N DOTTED LINTEL AND O1ifaNNG ALLOWABLE LOADS FROM THOSE SHAPES. u E WW LAM. GLASS s PA$• :INSULATING LAM.GLASS MALL MISSILE IMPACT6AWRHs GE MISSILE IMPACT shee�� ANCHOR SPACING SHOWN HEREIN APPLICABLE FLUSH ' TO RANGE AM FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. � � arew>rh Fm�Mll d. 4 P 1 h If i n BY BUCK HHEIMiT D.L. DPG. 6f E 11 11 II If 0. -I n d 0. 0 n pp � M 6* MAX CDS 7 M z z SIDES Z Q � _ 23 WWNDOW WINDOW WIDTHWP�01Y WIDTH WNOOW WIDTH WIDTH I' A J L. .J WINDOW WIDTN WINDOW WIDTH WINDOW W@TH W WIDTH DAYLITE OPENINGS: D.LO. HEIGHT - BUCK HEIGHT - 3.00' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I I D.LO. WIDTH = BUCK YAM - 3.00' REQUIREMENTS OF THE FLORIDA SUELDING CODE INCLUDING HIGH VELOCITY K $HURRICANE ZONE (RAA). I I I WOOD BUCKS BY OTHERS. !DIST BE ANCHORED PROPERLY TO TRANSFER L LOADS TO THE STRUCTURE. W. I I ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETa1S, ANCHORS EMBEDMENT TO BASE MATERIA- SHALL BE BEYOND WALL DRESSING OR STUCCO. _. L J ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETARS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. A LOAD DURATION NCRFASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MIATIRW.S UHCWDING BUR' NOT 11M11ED TD STEEL/METAL SCREW, THAT ALLOWABLE LOADS FOR a_TOWTE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE COME INTO CONTACT WITH OTHER DISSDMLIR NRATER6ARS SHALL MEET TIE VERIFIED BY INSCRIBING PICTIM WIDOW SHAPE WITHIN SQUaff OR ILCTAN= AS REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.&4- SHOWN N DOTTED LINTEL AND O1ifaNNG ALLOWABLE LOADS FROM THOSE SHAPES. u E WW LAM. GLASS s PA$• :INSULATING LAM.GLASS MALL MISSILE IMPACT6AWRHs GE MISSILE IMPACT shee�� Bim 41r u wom epy. OM 0.1- wpm MCAL ELEVATIONS o.1- OM r ,e., 11 a II7NN If II 11 II II It 11 11 II II II II � � � ----- ----- C p'1'• 'o L LI O 11 p II II II II q��B�•,. at It 11 It 11 II 11 11 v 11 11 'fp Sl II 11 m ✓'A II 11 p p p II 11 n II 11 II 11 I C p B nj p �r�j n o�NM .... FN.SE MI NIIWS 8• MNL 18• MAK [] 3 M (SURFACE ) 161 w RKE x 61 HFADwx SIRAwx COQ �6 eFi z Z � SI• phi OOMM SIRES O FIN FRAMES p p ALTERNATE SWES AS 94M oN %W 1 ALSO AVAILMLE FOR FIN RMI o m V O CANp2w 6epbile gS a}tI BY drawing no. ix10-02 CGL- 1.1 —Of6j G? L DRSM LOD CAPACPPE - POP KAM OINK. SIMON LOAD CAPAMIT - M CLASS TIM 10f4'Ot' OL86 TIM W&111• 18DT11 (W)MWM (I.) FLOM am EDCB DUE. GLASS TEP88 '0'&'OL' WASS Two b' OV 18DTH (N) Ll:NOM (L) ISM (S' LEMGM (L) EXL(+) 1NL(-) I tM.(+) INF.(-) 24" 3D• 36" 4r 48" 54" or 81' 3w ar 29' 30" 41" 47' 53" 69• or 3v 80.0 8" BOA 50.0 BD.O BOA SOA 60.0 BOA BBA _ 60.0 _ 60.0 BOA BOA 611A BOA BOA 80.0 BOA e0A BOA 60.0 H0.0 BOA HOA BOA 604 BOA 86.0 BOA BOA BOA 24" 30' 36' 4r 48' 54' 86• at* 48' 23' 29" 3S• 41" 47' 53' 89" 47" BOA BOA MA BOA BOA BOA Bob 80.0 80A BDA 80.0 80.0 702 701 80.0 BOA 813 613 BOA sa0 s13 613 WA sa0 613 m i BDA 613 613 WA AMC BOA - 24' 30' 38' 42' 46• 54' 80' 61' .. - or 23' 29" 35" 41' 47° or W. 60' w 60A W.0 BOA BOA 96.0 80.0 HOA SOA BDA 80.0 80A H0.0 702 701 60.0 ODA 613 91.3 Sao 80.0 043 803 72.8 72.5 489 48.6 65.1 0&1 489 403 8&I 86.1 24' 30• 36" 42' 48' s4' 60" 11' 72" 2r 29" 1' 41' 47" 1' 1' 80' 71• BOA Bao Sao 80.0 80.0 Bao ODA iia 80.0 80.0 50.0 80.0 702 701 Bao OU3 81.3 80.0 80.0 $0.0 54.3 84.3 723 46.8 4&8 88.1 728 S&i 48A 48.0 00.0 $4.0 24' 30' SB' 42' 48' 84" or 23' 28' 38' W 47' as, 50" or Bao 80.0 80.0 60.0 90.0 80.0 s9.o BOA 781 782 80.0 BOA 70.0 70.0 BDA MA s13 613 80.0 604 543 s0.3 7" 728 r 52.4 524 698 698 24" 30" 35" 42' 48" 49" 9r 23' 29' 35' 41' 47' 48" M. I Sao 6&O -Bab 80.0 GOA BDA Bao 75.8 76.8 solo 80.0 BOA 601 652 a" 80.0 80.0 608 60.0 GOA 59.6 59A 80.0 MA 24' 30" 38' 42' 48' 102" 23' 29' 35" 47• 43" 101° 80.0 BOA BOA SOA MA _ 80.0 80.0 Bao 74.6 749 a" 86.7 65.7 W.0 BOA ODA 59.3 593 SOA 80.0 24' 30° SS• 42" 44' 108' 2r 29' W. 41" 43• 107" 80.0 BOA BDA BOA 80.0 80.0 80A 80.0 739 73.8 BOA 62.4 82.0 BOA Sao 80.0 59.1 1 88.1 I Ban Sao DRSM LOD CAPACPPE - POP KAM OINK. BUCK Dun CLASS TIM 10f4'Ot' OL86 TIM W&111• 18DT11 (W)MWM (I.) WHYTH (9) LENGM (L) EXTO) I INT -H OQ.(+) 1PR.(-) 24' 30' 41' Ile 23" 29" 35" 40" 113" HOA 80.9 SCA SOA d0.0 BOA GOA Sao 73A 73.0 GOA 80.0 61.4 81.4 Sao HOA 24' 3D" 36" 39" BOA BOA Sao BOA 23• 2r 35" 31' 110' 80.0 WA SOA 80A am WA 80.0 89.4 72.4 72.4 _ Sao H0.0 "A 608 HOA BOA 24' 3a" 36' 39" 121'20" 23• 30" 30' 120• 8GA Bolo SGA BOA BOA HOA solo BDA 72.3 723 80.0 BOA 658 659 80.0 80.0 DEM TMD CAPACBT - PSP FL NOD Sam BM DImB. GLASS TFM '6'&'Cl' GTA99 TIM 'D'&'Dl" WMH M LOOM (1.) will (Yn LEN01H (L) EXT +) I 1M.(-) kVO) I INT.(-) I9-1/8' 28-1/2" 37" 48" 53-1/8• 81' 28° 18-1/8' 20-1/2' 36' 4r 82-1/8' 60' 2r MA _ BOA Bao 80.0 -80.0 !IDA 80.0 80.0 BOA BOA 80.0 BOA 8D.0 Saw BOA 804 80.0 80.0 80.0 80A BOA BOA Sao BOA 1971/8' 26--1/2' 37' 48' 53-1/8" 51" 38-3/8.. 18-1/8" 25-1/2" 36• 47• 52-1fir HO' -3/8. 80A 80.0 60.0 BOA 80.0 SOA 80.0 BOA solo WA Bao Salo 77.1 77.1 BOA BOA 77.1 77.1 80.0 80.0 I ii._11 77.1 Zm o 80.0 19-1/8° 28-1/r 3r 48" 63-1/8" 81• 75-1/4' 93-3/4" 80-5/8' t6-1/8' 25-1/r 3s" 47' 52-1/8• 80" 74-1/4' 92-3/4" 49-5/0• 80.0 80.0 80.0 BOA BDA Ina 90.0 80.0 80.0 ODA 80.0 Ou 813 813 BOA BOA BOA S&0 "A 77.4 384 M.0 77.4 77.4 SBA SSA 77.4 77.4 SBA $&a 788 76.5 19-1/6' 28-1/2• 37*38' 46' 63-1/8' 61• 75-1/4" �• 16-1/8" 26-1/2• 47" 52-1/0' 80' 74-1/4" w613 solo SOA 80.0 60.0 MA Bao 86A BOA _solo solo 80.0 80A st.3 80.0 80.0 563 633 73.7 73.7 46.0 48.0 84.0 84.0 468 458 61.9 618 19-1/8" 26-1/r 3r 4S" 63-1/8' 81' 78• 18-1/9' 25-1/r 38" 47* 52-1/8' 80' �• BOA M.0 60.0 90.0 Ho.O Bao BOA - 80A 789 7&9 604 80.0 Bt.s - 61.3 BOA eD.O S63 553 73.7 73.7 48A 48.0 84A 84.0 ANCHOR SPACMO TO BE AS PER SHEETS 1,dc 1.1 IN 4.v L hi 0. g&aO% WORN ANO mom MORMONS CAN BE offlu D Q VFRIIGLLLY OR HOIBIDNTAILY AS SNOWN ABOYE. rQi AAA LL tlrA_ BUCK am RANGE FRAME FLANGE CM- --I MILK OMS EQUAL LEG FRAME ii tl Z Z L QQ 1JE rrO_ iS eSMoDAs a 0 4 EW FRAME gg BUCK Bus C FLANGE FRAME R $ � g FLANGE w PBODIJGTtl$Yl3BD FL ak CReE 7049QarIDtthep1916da o OtM. Ibbaw. draMng no. W1 2 00 3/1$4 AM MASS- GLASS T1[PE 'D' 7/18' Omva LAY. Gums 3/18' HEAT STREWD MASS 3/18' ANN. GLASS .075" PM WIER AYER- AM' PYB IMFIOAYER 079' PY8 IML7NAYER YANCEVA ROIPOSfE BY 'SOLUTW v cm R�IPOgTE 8Y 'smim 3/8` AIR SPACE YANCEYA COMPOWE BY 'SMM OR VA OR .080• PV9 HOERLAVER .090' PV8 IMERIAVER 3/18" HEAT 511RENb MASS0 .090" PW ORTERLAYER 010 BY 'SOLUM' S m ma BY 'SOLUM' SAFLDL KG BY 'SOuw OR .080' SGP 9OERIAYER OR 13Y 'OUPoHi' OHO' SGP INISUAYER 090' SOP INTERLAYER 3/10' HEAT SINEMO GLASS 8Y 'dLPONP GE 12W M 'DLW 3/18' IR'AT STREWO GLASS DOW ODRNM 885 3/18' HEAT STREW D MASS SUJOONE GE 1200 DOW CORNNG ¢ r � I CONE GSE 1 200 `, 899 t •, Oav CORN" 998 � -1/"oow RN7RNING w9 i, 1NYp RmN91G 998 00 0 \�"� Gum TYPE -:c 7/18' OVERALL. LAD. GLASS (L M.I. & S.M.I.) GLASS T1[PE 'D' 7/18' Omva LAY. Gums 3/18' ANN. GLASS 3/18' HEAT STREN'D GLASS 073' PVS IMER AYER 079' PY8 IML7NAYER 3/e' AYR SPACE v cm R�IPOgTE 8Y 'smim 3/8` AIR SPACE COMPOSFIFE BY 'SOWN' VA .080• PV9 HOERLAVER .090- PV8 9/1FRIAYER 3/18" HEAT 511RENb MASS0 I.E1C 910 BY 'SOLUM' 3/18' HEAT S1RENb mm- 010 BY 'SOLUM' OSAFLl7C 080" SCP IPJIEIZIAYFJ: .080' SGP 9OERIAYER 13Y 'OUPoHi' BY 'DUPONT' 3/18' HEAT SUWeO MASS 3/10' HEAT SINEMO GLASS GE 12W GE 1200 "7,,DOW COMM 99S DOW ODRNM 885 c 9 �� GLASS TYPE 'Cl CIASS TYPE 'Dl' 1' OVERALL 94511L.. LAIR. GLASS (L.M.I. ONLY) 1. OVERALL DISUI. RAAL GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'Di' MUST BE TEMPERED. 3 s µ�1 899 995 ;dtCONT-1 Moir VA IU -41 11 50Y.1 If kw PRODUCT RBVISW f � 1.70592 � •rl'r-M¢ Corti t�Is, B M.� drOwirLg ra. W-19-02jj -heat 3 of 8 TYPICAL EDGE DISTANCE CONCRETE AT HEAD. SILL OR JAMBS Vc - 3000 PSI MIN. TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY m 2" MIN. C-80 HW_LOWAILLED BLOCK AT JAMBS fhn - 2000 PSI MIN THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE 3/4" MIN. INTO METAL STRUCTURE - 3/4" MIN. R INSTALLATION DETAILS THAI 1X INSTALLATION DETAILS THRU 2Y INS ALIA11ON DETAOS INSTALLATION DETAILS INTO METAL @ WOOD BUCKS DDO CONCRETE BUCKS OR INTO WOOD STRUCTURES 04WMY INTO CONCRETE SIRUCTURE.S OR INTO APPROVED MILLIONS tG FIANGF FLANGE r ANCIM 6 NG 1/4• MAK FLANGE x ° _ v it 28Y t B1�Ic FOR �ms um8 E3rTUR YPCAL ANCHORS •. STRUCTURE K ila SlR PA@o M2 TYPKAL ANCHORSdl a v.a. SEE EIEV. MKITH /11=1 ® = OA R FOR SPACING \ --�• Et -• - ^f ; ,:.. 1 S2 MM d .. TYPICAL AibKIRS 1' I 'v. "• SEE a". 6 !I I 1NYID BAlay CK FOR SPACING I �C"]i� 6 r EQUAL LEG OR WDOD &ICK MAL ANTGH RS: SEE 8". FOR SPACING 1/4- DIA TAPCON BY 'RAIN' (Fu -mo KSI, F)=82 KSI) 1/4' DtA ULTRACON BY 'EI (Fw177 KSI. Fy>1155 KSII INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY i/$ MAX . SHtldB .. EQUAL LEG TWICAL ANCHORS •; FOR a. #14 CMS OR SELF DRILLING 2 (CRAOE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MDI.) ALUMINUM : 1/8" TFBG MIN. (6663—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCREWS (MADE 2 CRS) INTO MIAMI—DME COUNTY APPROVED MULLIONS (MIN. THK. a .0907 (NO SHIM SPACE) EQUAL LEG TYPrAI. ANCHORS SEE m". FOR SFACM WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN IAMIS.IMRO$EO BY GLAZING SYSTEM AND TRANSFER THf]d TR: T)UILDING STRUCTURE. P, g c4" TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WNDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR I FLANGE ADAPTOR WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 11lif_ fTi NSTAUATKIN DETAILS DIRECTLY INTO CONCRETE FIANGE ADAPTOR �/s• NA:L sHns PKAL ANCHORS . SEE sw��elc 55.4 WN.• 4 ' WOOD STRUC NOT BY CO TYPICAL ANCHORS: SEE ELEY. FOR mwaao B@(GRADE 2 C" INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION WTO WOOD (a14.V INSTALLATION DETAILS DRO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR a ° icl METAL WMAL anaHHms � SPAtYRG 14 . Q, I YNW--DACE COUNTY '' MWMI-oY1DE COUNTY APPROVED APPROVW MLRLXIN i= WnImRJ Ri MUIJUCN ANCHORS G M WON ANCHORS R S'EE SEPWTE W]A I ` .�' • g < m o u .. SEE SEPARATE NDA --- ____�-•IJ••JM1VAO RDb t _ CML CP-'0TJCR'RBVISBD !„ RRA. PE �S 70= m=Wyhw with Om Fb*b a ` CAR ra ML ANCHORS b FM SPACM � drawing no. sheet 5 of 6 2808 1.9058t2 998 Am MP. EI FLANGE FRAME 2.800 812 ,.498 TYR ,.338 O FLUSH FRAAIE/FlN FRAME .999 875 QGLAZING BEAD (LAM. GLASS) .120 05 �P. 1.1 14 Ea GLAZING BEAD (IAM. INSUL GLASS) ,.1 065 1.550 tow 4=1- , ,.308 Cl NAIL ELN ADAPTER 1.398 .ODO.180 .1185 I'j�� 111 I' .129 T�--T 0 GLAZING ANGLE (LAM. INSUL. 1'4°0 (-160 sso . f FLAME ADAPTOR 1.118 .291 .050 , CO, SCREW COVER 1T2A1APARTQDAMTTY D)�IION YATO&ALEt 4/ YIOW. FIAPR:E FRAYff 8Dt13-T8 -Q E3 4/ WOW. 4/ WOW. MM ERANE/f1N FRAME GLA29A 866 (UtN. MASS) 0083 -TD - 6083 -TB - E4 4/ WOW. MAaNG WM (ML MUL. MASS) 6083-T8 - E5 E8 4/ WOW. 4/ WOW. MAL FIN AIAPLOR FRONT EJMM ADAPTOR 8083-T8 6063-T0 1111 612 C01 -382V CC, -124 AS REI. AS KU GLAM OUB VINYL SCREW COYER- OPDON6L PMC MWOMEI]Ot 78-80 SHDOE A PMC - R9 IXi1-112 AS OWL 14M FMW COYER PVO 114.. .. - OKWIAL GL44M ANDLE (1 X 1/2 X 1/87 8083-T5 - s2 /10 X 1-1/4' 2/ CORNER ASS:318LY SCIM PHL PH 3613 ST/sT - T RECT. OR SQUARE WINDOWS M ire a r g ar0N910 no. W10-02 f Florida Building Code Online Page 1 of 4 FL * FL15210-113 Application Type Editorial Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. xl Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R3 COI Certificate Of Independence pdf Referenced Standard and Year (of Standard) Standar ASTM D1929 ASTM D2843 ASTM D635 Year 1996 1999 1998 hqs://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)gv3yWKJZIQ... 11/4/2013 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 4 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R3 Eauiv of STANDARDS.Ddf Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 Summary of Products i FL # Model, Number or Name Description 3210.1 a. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door - Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ! Other. See INST 15210.1 for Design Pressure Ratings, FLIS210 R3 AE EVAL 15210.1.odf i any additional use limitations, Installation Instructions Created by Independent Third Party: Yes ; and product particulars. 15210.2 b. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite I Wood Grain/Rustic/Mahogany or Sidelites - Inswing/Outswing (OX or X0; OXO - Series 0 Fiberglass Door Limits Use Configurations) Installation of Approved for use in HVHZ: Yes Instructions ! FL15210 R3 II INST 15210.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports ! Other: See INST 15210.2 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.2.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.3 c. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites - Inswing/Outswing (XX; O)XO - I Series 0 Fiberglass Door Configurations) i Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.3.pdf ! Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ( Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.3.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.4 d. Smooth/Wood Grain/White 6'8 "Impact" Glazed Fiberglass Single Door - Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.4.Ddf 1 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?paratn=wGEVXQwtDgv3yWKJZIQ... 11/4/2013 PC i7il plastpro 37-VA+IAX. OVERALL r FRAME WOO s 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / mood Grain / White Woad Grain Rusfic / Mahogany Sedes 0 Rbep- :boor Q INSWINGIOWSMNG UPACr GMIERAL NOTES i. This product has been evaluated and is In oomp % th the 2DIQ Hodda Building Code (FB1C} sfruckiral requterrants h)ctut the WO VORX* WHIcane zorw WVR. 2. Product anchors be as Lsted andspoced as shown on details. Anchor ernbeorwo to boo moteft Z shag Gb beyond wap drug erstucco. �i � 4 3. When usd In the'HVW this proWO cornp9es with Section IVA of ffne Florida Btb ng Code and does of E r rewire or, irnpactresistant cov g. a; 4. When used is arm ouNde of the Wit mgs4irroF# wWborn6 debit -protection this pry corrpfie, with Section 14019.1.2 of tha Z10 f8C and.does. not r$q uta ari lnreocFeaskittlritcozverlev.'firis.ai�tircfa"rts t b 'W and Irnobudes Wind Zorve 4 as doWed in ASTM E 1946 and Sack t :t }F 1:2.4 of the:FBC. 5. Fa2x stud ccuosirucffon, of these urnlis sildbe the same as diet Town fer2x tuck masonry eor+s#iv4ftfan. 6. Site cevic5#ierh it i.ale}tiefe iraeh.t#m deii�is.of tads otixi li�p.reqLe fvMw ah ''p9. in qrr4�l+sk fpy o licensed eisgirieers�t' ` ad�t°titecf. �. Cutsv7rgcaiRgunattswcri�tfairtot+nate t1VHf°,:A1FOffiGC>nEdltondofust Hauch tate wdtt2[ Vii. ifft ifnr; r e esn#$$ ° M1f rte? arusk ha<A.d ally ink ta3bhtal ares rx MW. i N :w .'i"Y Ant" °'b°�e x : :.1.•- P OX CAP,PVCj \ n :M(LVL) 1 HORitONPAL CROSS SECTION a See dteeb 5 and b for rcwlHpoint lock dekft TOA R 4R. a .' u Y Y4 • :. by WERIOR SCMUOR WAM CORE jPOLYUREiMAt1E- =' 1.9 PCF MK) i a • ABERG M SM a , •.' )(1AVWN.TI j • '. =' BOTTOM RRiI-"`� � /-2-"N VEOCAL CROSS SECTION KHOE: SMAIM MWa5 KWOM DEADBM StGNAflNtESEi m("o) safuGE `rrs�s (m) "0'SEJWPW64 ± 75 0EAD6DLT. PAMEX 18vk RME M ± TS DEADRMt F07SEW Hom WRTI•POWWM, 3-FOW TOUM ^ $ 5Q WAF AMR-EooffLock IMMUMIMSEM 175 See dteeb 5 and b for rcwlHpoint lock dekft TOA R 4R. a .' u Y Y4 • :. by WERIOR SCMUOR WAM CORE jPOLYUREiMAt1E- =' 1.9 PCF MK) i a • ABERG M SM a , •.' )(1AVWN.TI j • '. =' BOTTOM RRiI-"`� � /-2-"N VEOCAL CROSS SECTION - - -- - 1-1l4*MK ` 1 2 - BA& (NP'( U 4 4 A G g &� 2 1 G ,e e a E3 4 8 INTERIOR dig X O 3 A 3 v :- ro°• 3 �s Q � E EXTERIOR \:J eax. (rrn.} I � ;a li G d 4 4 %3`\ HOAtzomm CRASS SECTTON a 2 T ® a 0ls 3 Sf�wnw/ixs�,btrrk MY 0 r-vww G CWK L I(ERIOR L a e INTE-RiOR •qA' I ' 0 YY 40 ! y < ' C / � 7 � c TT 4 EXTERIOR EXTERIOR° E sn Jtf m' S "eECJlON ! � HORIZONIM CROSS Sr CTiOId ° LES corm bqr 1 t!4' aunt 3 ovtsvmtig -§ira�x} i sfiown `� N &a.(1YP.I %,-' a15o�P�wed ft -15210.1 0 sir i3 ova � INTERIOR R VMnw/ADA d C�_3 ITVMWM CRCtSS3ECiti)N /� 1/g W—M RISS WCWN L On JK : BM1h LFS we /IDs FL -15V O.1 � W R 2)(WCK ° 1xBuac H t2.1 T S 9jgj �iWPFEM(pi(•r01MLOCiGSET 2J(BUCK 25 O 3POif11 i0f�t10•I I d `C ti 1x sucr H ® 2)(Bl= 19 1x BUCK H 23 CA 22 0 2 1• � p °z T � ! SIRPAB ZO z p� o 0 X021612 ! ; a N.T.S. 3 { ttra ew , K Y8 Awt7t P�9ViSIR EP1Ai& 8AWRASMUP ATE p mu ( f� Ta Tot�guesys4�n PY.-15210.1 r� MANUAL R.A SED TONGUE GEAR SYSTEM OF d�s o� 6 i 60 57 J,t iii BUCK SB Ix SUCK H a n 0 we 02116112 °a sma N. TS. 3 tn: J w W&FTrlsrxmrm=SSM SsMKEJAheDETAl a" LFS 3 3Pt.IDCk ORMW mw �.—asato.r a 171* mmom"7 &AM Omalm 2X U=AOICNCRM SMOJAW COMCRM ANCI-M NOM 1. &Absffkftn of equof concrete anchom from G dilkient soppier may have dfflbmnt edge distance and center dkfance remkornenk 2 Concrete anchor bcWbm at the comes may be acpi-sted to ffrintah the rnln. edge dislowe AD rrsortarjolft Concrete anchor bcallons noted as WAX ON CWTEFI mm be Oufflimeal to n=htah the min. edge cUmme to mmlarlbAnk adcullond concrete anchors may be redluhed to ename the "MAX. ON C5Mr dbwnfon ame not exceeded 3. Concrete onchor kd)W. N't RAW ....................... . .... . .. ......... .... ... . .... ..... ............................ ...... .. ................................................ ..................... ........ .... ................ ....................... ITW 1/4' 1-114- 2-1/7 r EECO LATCH A Ste_ T D%a 4' ffw 3116' 2-5/r 2-114• I HNGE DMIL UYP.) SEEE MC BUCK IX BUCK n?. HM &v"RY7 &.vmm MME A SUCK,11 CA a] IHMJAAS Ix 2X WOWNTAIL ll� HWA nEm ovbwbv m OZAO/l 2 JK Lm FL -15210.1 zT 7 os9 I I X MjCK(—H 2X M= CL Qj IXUCK 2X BUCK 2X (SUCK -D7 (�JHIX BUCK LATCH A Ste_ T D%a CA a] IHMJAAS Ix 2X WOWNTAIL ll� HWA nEm ovbwbv m OZAO/l 2 JK Lm FL -15210.1 zT 7 os9 I in macf * OtR VIM "13Htb tQ! rµ� 1 xse nu�xotn r 4 I F� —2 f 213 riBLUNM UC—agh@cn jSSQ JtiA18 g aW�. ar _—_—� 2w -- J- - 22' oursws� nnoio woon,►,�ae & � SAT d4 C38 ca a w€Ant rssp �v t eorranaso a �a• PE65 s Fd M. iii • 02/_rs 12 ; = N.T.S. mssea xx enr ana �. eK JK s 3T I (acs! " Aw er= L Fs a Nw. I9 [.,.k...-15210.7 C Fi 21 �fe�N z IL o e$ i a� a z d J 0 z IOU v Q2iS 12 Wma M.T.S. ° ato ac JK m woc ar VS3 o�maa 1wa d FL -15210.1 0 law �or� N eaLOFeinT�Rtais 6a1• eu>r�,1t A lx �lc lcSG >- OM WOOD B 2X BUCK SO >-- 0.55 WOOD C i!4 MAX. SHIM SPACE - D 114 X 23/4" PRi ElCO OR f1YV CONCRETE SCREW SICK. MASONRY -3,192 PSL MW. CONCRETE CONFORMING TO Ad E 301 OR HOLLOW BLOCK C(1NFORFABQG TO ASTM C90 CONCRETE 1/4X33I4PFIi ELCOOR RWCC}NCRETESCREW STEN. H 3115'x3-1/4PFH IIWCONCREIESCREW STEEL -- I 1!4 X 13/4 Pf}i ELCO OR HW CONCRETE SCREW STEEL. L IIB x a i12' PFFi WOOD SCREW STEEL 1 POLY Fish JAMB _ C[SAAP. / VINY! 2 FAIGER JOINTED PINE FRAME WOOD lP 7 WEATHERSIR� FOAM 8 DOOR BOTTOM SWEEP VINYL 4BU 9 4XfTHWGE STEEL 11 #9 X 3/4 PFN W006 SCREW STEEL 22 3 POINT iONGIIE' MULTFP064f LOCKSEf (Mfg. BY HOPPEJ STEEL 23 MULTI-POINT5TiffiCEPLATE (TONGUESYSTEiNj STEE27 L 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM] STEEL LATCH STRIKE PLATE STEEL 28 DEADBOLTSTRIKEPLATE(SECURRY) STEEL 29ADA TIIRESH0I.D ALUM 30OursW6dGTNRE3NOLD ALUM/YYQOD 31 OUTSWBVG THRESHOLD Al11M/WOOD 32 01115WINGTHRESHOLD � ALUM)WOOD 33 OUiSWWG'LHRExNOLD ALUM/COM? 34 OUTSNNJG THRESHOLD ALUMNVOOD 36 INS1NSNG THRESHOLD ALUM/COMP M _ 37 SWUdG1HRESHOLD ALUM/WOOD 38 6NSW04G THRESHOLD ALUMICOMP 40 DOOR PANG. -� DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 55 #10 X i-1 pF PFN SCREW STEEL 57 BACKNVGPLATE �- 58 i;8 X Z° PFH WS S TEEL dd MULTI-POINTSTRIKE PLATE -------- TEEL.LOCKASSEMBLY L 21 �fe�N z IL o e$ i a� a z d J 0 z IOU v Q2iS 12 Wma M.T.S. ° ato ac JK m woc ar VS3 o�maa 1wa d FL -15210.1 0 law �or� N eaLOFeinT�Rtais 6a1• eu>r�,1t A lx �lc lcSG >- OM WOOD B 2X BUCK SO >-- 0.55 WOOD C i!4 MAX. SHIM SPACE - D 114 X 23/4" PRi ElCO OR f1YV CONCRETE SCREW SICK. MASONRY -3,192 PSL MW. CONCRETE CONFORMING TO Ad E 301 OR HOLLOW BLOCK C(1NFORFABQG TO ASTM C90 CONCRETE 1/4X33I4PFIi ELCOOR RWCC}NCRETESCREW STEN. H 3115'x3-1/4PFH IIWCONCREIESCREW STEEL -- I 1!4 X 13/4 Pf}i ELCO OR HW CONCRETE SCREW STEEL. L IIB x a i12' PFFi WOOD SCREW STEEL 1 POLY Fish JAMB _ C[SAAP. / VINY! 2 FAIGER JOINTED PINE FRAME WOOD lP 7 WEATHERSIR� FOAM 8 DOOR BOTTOM SWEEP VINYL 4BU 9 4XfTHWGE STEEL 11 #9 X 3/4 PFN W006 SCREW STEEL 22 3 POINT iONGIIE' MULTFP064f LOCKSEf (Mfg. BY HOPPEJ STEEL 23 MULTI-POINT5TiffiCEPLATE (TONGUESYSTEiNj STEE27 L 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM] STEEL LATCH STRIKE PLATE STEEL 28 DEADBOLTSTRIKEPLATE(SECURRY) STEEL 29ADA TIIRESH0I.D ALUM 30OursW6dGTNRE3NOLD ALUM/YYQOD 31 OUTSWBVG THRESHOLD Al11M/WOOD 32 01115WINGTHRESHOLD � ALUM)WOOD 33 OUiSWWG'LHRExNOLD ALUM/COM? 34 OUTSNNJG THRESHOLD ALUMNVOOD 36 INS1NSNG THRESHOLD ALUM/COMP M _ 37 SWUdG1HRESHOLD ALUM/WOOD 38 6NSW04G THRESHOLD ALUMICOMP 40 DOOR PANG. -� DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 55 #10 X i-1 pF PFN SCREW STEEL 57 BACKNVGPLATE �- 58 i;8 X Z° PFH WS S TEEL dd MULTI-POINTSTRIKE PLATE -------- TEEL.LOCKASSEMBLY