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WS-18-569Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Perri* NO. WS-3-18-569 ,Permit "Type: WinidofslShutters ark-.Ciass flcatian .Windoul lDoor�Reptacem lestfa:Date: 3/6/201', PetznittatsxAPPROVED Expiration: 09/02/2018 Applicant 390 NE 104 Street Miami Shores, FL 33138- 1121360130160 Block: Lot: CHRISTIAN & DREIRDRE DUNK Owner Information Address Phone Cell CHRISTIAN & DREIRDRE DUNHAM 390 NE 104 Street MIAMI SHORES FL 33138- (305)804-2767 390 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone LEADING EDGE CONTRACTOR SERV (786)406-2488 Cell Phone Valuation: Total Sq Feet: $ 5,000.00 0 Type of Work: NEW KITCHEN & BATHROOM WINDOWS (6) No of Openings: 8 Additional Info: NEW KITCHEN & BATHROOM WINDOWS (6) Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.70 $2.00 $1.00 $5.00 $180.00 $9.00 $4.00 $206.70 Pay Date Pay Type Invoice # WS-3-18-66684 03/06/2018 Credit Card 03/06/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 156.70 $ 156.70 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inf construction and zoning. Futhermore, I authorize the abo is accurat a d that all work will be done in compliance with all applicable laws regulating contracto to do tf>ewe7Tc stated. March 06, 2018 Authorized Signature: Owner / Applicant / Building Department Copy ontractor / Agent Date March 06, 2018 1 �\ 1,0 b3\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 MAR 0 2018 FBC2014 i* BUILiDING Master Permit No. 91 C I-1 — 1S I`l PERMIT APPLICATION Sub Permit No. WS 1 E - S bpi BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL DPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION HOP CONTRACTOR DRAWINGS JOB ADDRESS: CLO N f MI' s-r 22 City: Miami Shores County: Miami Dade Zip:.i> 2 J1 3Y Folio/Parcel#: l I • 2 3(p' Ci J .0)U0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehollder):G'h ill n CitATI COone#: Address:.1 V0 E `�I O ST City: / " Ila ' 4L4 b t' t S State: -tftZip: 331 3Y Tenant/Lessee�NName: �� Phone#: Email: S1t("U —1 h eAnv CONTRACTOR: Company Name: 1.....tail1 l"y , SA v S e#:1 ' 401E'' 21 Address: r101,4 --7.6 n\ IA3 1 S- City: � CI.I .� �T l State: � Zip: p 1- , 1 �[ �(�1 Qualifier Name: v+ o Phone#: 1 O �! ` `� �2 1 �'v State Certification or Registration #: e_44G I SZ'L QcS— Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: _ o� =- '�, Square/Linear Footage of Work: Value of Work for this Permit: $ 3t Sbq-210 City: State: Zip: Type of Work: ElAddition Alteration ElNew ❑Repair/Replace De olition Description of Work: - • 6 ca) door imp VW �wnwa immiff �•I•. Specify color of color thru tile: Submittal Fee $ S d ‘. d Permit Fee $ • CCF $ colas Scanning Fee $ �^I9 Radon Fee $ fDBPR $ . 2 ' 70 Notary $ S Technology Fee $ `- Training/Education Fee $ I Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ) S (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Cr n iC .r) me or who as produced identific. ion andwho did take an oath. NOTAR PUBLIC: Signature CONTRACTOR The foregoing instrument � was acknowledged beforemethis day of -f c j e,r' , 20 by ET') day of in Cl f Q k , 20 1U , by 10 who ' rsonally know )o 7t(i' op �. - , who is personally known to as me or who has produced J 6 V`Q 1' (; CCOS r as identification and who did take an oath. NOTARY P Sig . .��w_��; Sign: Print: !i1 II�i1t _ Print: 46` ••• ; ORETTA COMES Seal: } * * MY COMMISSION # FF 954664 Seal: AV ADYPRI - MY COM ISSION # F 4031 EXPIRES: March 21 2020 *= ��.. e , °itoFFvf' BondedThruBudgetNotarySenice� =;,r ;��-P = EXPIRES: March 25, 2019 ............ Bonded Thru Notary Public Underwriters ****is************************** ***** *******************:t*$ 1RlY S:vssssrsa�s#sss��s+bkilekit 8c******s**s**** APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and 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 Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casem.ent Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/441,5, prepared• • ; • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing•the• VIiami-Dade` County • . Product Control Revision stamp with the Notice of Acceptance number and exuatJ4q date •by. tha Mian1i' • • • • Dade County Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.minmidade.gov/economv • • . . ••...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • •• •• • . . • • • • • • , , ... •••• LABELING: Each unit shall bear a permanent label with the manufacturer's Jarvg.or loga,qiity, statt,•• • • model/series, and following statement: "Miami -Dade County Product Control AppfYwed", unions othtenvis�e • noted herein. .. • • •' • •RENEWAL of this NOA shall be considered after a renewal application has beet filed and there has beex • • no change in the applicable building code negatively affecting the performance of aid • product. .. .• •• � • • �. TERMINATION of this NOA will occur after the expiration date or if there has been a revisrdrf of 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. e—NOA--namber—preeeded—by-the- woods —Miami -Bade --County, Flerfdt--and followed by the expiration date may be displayed in adveitising1iterature. 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.kthe .manufacturer or its distributors and shall be available for inspection at -the jo,b'site':at't4 request of the Building Official. This NOA revises NOA# 14-0506.01 and consists of this -page 1 and.evidence•pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, 1 E, MIAMMDADE COUNTY APPROVED • i _• E' NOA No. 15-0512.19 ` Expiration Date: October 26, 2018 Approval Date: September 17, 2015 Page 1 • • • ...... • • • • • • • • • • ••••• • • ••••• •••••• •• • • • • • • • • • • • • • • • • • • • • • • • • •'• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••••• •/ • • N0,0 •••• • • • • •• • • • • • • • • • • • • • • • 4 000000 • • •�� G` • • •1 • • a CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact. Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • . • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -24 • • • • along with marked -up drawings and installation diagram of a series 700 P, ptg 4Vject out window, to qualify DuPont "Butacite" PVB interlayer, Duranlri8 and Supex Spacer® insulating glass spacer, prepared by Certified Test Laborkpnies, Test.Regort No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Raniesh 4 . Patel' I' E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FfInTAS 2) Large Missile Impact Test per FBC, TAS 201'94 • . . 3) Cyclic Wind Pressure Loading per FBC, • along with marked -up drawings and installation diagram of a series 238 aluniinum •fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Sike;• Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large -Missile Impact Test per FBC, TAS 201 9 � • ...... 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh.C. 1, P.E. (Submitted under previous NOA # 14-0506.01) E-1 . • Manuel Pe P.E. Product Control diner NOA No. 15- i 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 ...... . • . • ..... ...... • • • ...... • . ...... . • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and•E; dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. • • • • ...... • • ••...• • .•••• ..••. ...... . • • (Submitted under NOA # 08-1010.02) • • • . • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20t- . 2) Cyclic Wind Pressure Loading per FBC, TAS.W4 . • • • • • along with marked -up drawings and installation diagram of an altunii tim outswdMg casement window, prepared by Hurricane Engineering & Testing,4p„Test R'epots No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated. ' 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font; P '; .• • ...... (Submitted under NOA # 08-1010.02) • 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 9+. ' • •' •' • .••• 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted and E-2 ManuelPere Product Control Ex er NOA No. 15-0 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 • • ...... • • ... ... • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 • •. • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourcd5'R) .. • • • • •• •• • ...• • • • . • .•• •• • • •... E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America; 4t¢. for J: • "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/1 S expiring•on 07/04/18. • • • ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Iuc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on•1 41f16. •"••• 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company.(MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on ...... . . . •••••• • • .•.... • • ••••• • • ••••• ..•..• • • •.•..• • • •.•••• • • Manuel Pere Product Control Ex min r NOA No. 15- I .19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5'h Edition (2014), dated April 11, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08--2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and.... HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc.,.dated 03/06/06 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. • • • • • •. : (Submitted under NOA # 96-0417.03 and 01.1002.03) • • • • . 6. Laboratory compliance letters for Test Reports No. FTL-1003 ahZlH'TL-104i,i*ssued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both sig.p.41.And sealad4,y Yamil Kuri, P.E. OO • • ; • . . •• • 7. Test Proposal for the qualification of Butacite® PVB glass interl'ayeby Kuriray. America, Inc., as well as Duraseal® and Super Spacer® Standard warm-ed$•e• O O • flexible insulating glass spacers, dated December 16, 2014, issued.by F ER, P.mtI.fix Control Section, signed by Jaime Gascon, _P.E., Supervisor, Product Control Section. (Submitted under NOA # 96-0417.03) - • • • • G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/ 18. Manuel Pere Product Control Ex. r NOA No. 15-0 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E - 4 000000 • . . ..•.•• • • .•..• • • ..••. ....•• • • •....• • • ..•... • • GENERAL WINDOW SECTIONS FLANGE FRAME SNUBBER AT IMPACT WINDOWS ONLY FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. D.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STFP 9 STEP 3 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP @ THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D.L. OPG ••• • • •• • 4 • ..• • ••• • •• • OOOOO • •• • • • ••• • • • • • • . • • • • .•. • •• •.• • •• • • VENT WIDTH WINDOW WIDTH MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS WINDOW WIDTH VENT WIDTH WW-2' D.L. OPG. TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAY. WOW. HEIGHT 6' MAX. TYP. HEAD/SILL CORNERS SURFACE TAPPLIED FALSEIMUNTINS OPTIONAL 24" MAX. TYP. AT HEAD/SILL LOCK POINTS -THESE-WINDOWS-ARE—RATED-FOR-LARGE lc SMALL MISSILE -IMPACT. SHUTTERS ARE NOT REQUIRED. NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Ergr: JAVAD AMMAD CML FU. PE # 70592 CAN. 3538 PRODUCT REVISED as complying with the Florida Acccptading Code 17' L4012 . `� Acceptance I �OJ)8 •'ratio r Dale r�5. x//• 2n 8 ale Produc drowing no. W98-100 sheet 1 of 7 • • • • • •• •• • • • • • • • •• • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • WINDOW WIDTH AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2648200 FAX- (305) 2626978 • •• • • • • • • • • •• •• •• VENT WIDTH •• •• • • • • •• • • • •• • • • • • • • ••• GENERAL WINDOW SECTIONS • •• WW-1 1/2• - D.L. opc. • •�• EQUAL LEG FRAME •• • • • • ww—s 1/2' 6' MAX. TYP. O I- - HEAD/SILL CORNERS o I f I • • / to 0 ".-f,_.51 •..•........ ••• 71.E Vojf x c, 3(= -. I 'g CAM LOCKS d O 2 LOCK POINTS I- A x N " O ", —f''--Yi-- / =7L--- //i i// ii z SNUBBER k7 S i k E( ALL SIZES g z ; WH-1 D.L. fO ; N i 1 T // 3F=__ SURFACE APPLIED t AT IMPACT WINDOWS ONLY s ' I yj I II u FALSE MUNTINS OPTIONAL SERIES-238 ALUM OUTSWING CASEMENT WDW. (LM.L) CGI WINDOWS & D00RS INC. 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 ri II T �I^' �� qv '� g OAT 24' MAX. TYP. t HEAD/SILL ' � TYPICAL ELEVATION LR� `l1 1__I` l, (EQUAL LEG FRAME) 0 © FOR GLASS "TYPES, D.L. OPG. REFER TO ELL. opG. 2 1/2' 3/4' VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4 WINDOW WIDTH WINDOW WIDTH ( I EXTERIOR MAXIM MULTI BY 'TRUTH' POINT LOCK MULTI POINT BY 'INTERLOCK' ALT. TO CAM LOCK LOCKS - - REV. PER RER COMMENTS N0 CHANGE MS SHEET NO CHANGE THIS SHEET ALT. TO CAM LOCKS -•__ MAX. WDW. LOCK 'I - MAX. WDW. LOCK (� HEIGHT POINTS %jam_` HEIGHT POINTS 42' 2 'I 36' 3 56' 3 f�63' MI 64' 4 74' 4 = tT4" 5 x c) � � O w ..... 4j .---� O /^� • /i / Engr. JAVAD AHMAD PCA%E FLA. PE / 78592 PRODUCT REVISED the Florida OCAN B • 36 B ildingcomplyiusd , Building Code Accepttwce No �FJ•O.J 14.�� 3� V EX nation Date -cf H drawing no. W98-100 1A A1 ral Z� fr Mian ade Produc Cattrol sheet 1.1of 7 VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WEN GE SILPRUF OR EQUN. FRAME CORNER • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • • • • • •••• •• • •• • • •• •• • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • JOc • iris •• • • • 2.625 •}l • CORNER •EY • l! .P60 THICK ST• STEEL • • _•- .625 J O CORNER KEY .062 THICK ALUMINUM 2.215 2. .080 TYP. FLANGE FRAME r 2.075 1.057 2.465 2.715 .080 TYP. EQUAL LEG FRAME ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INOALEX OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALE5f 0R EQUIV. 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6083-TB INOALEX OR EQUN. 28 CGI-381 4 VENT (INSUL LAN. CUSS) 8063-T8 19061. 10R EQUN. 2C COI-385 4 VENT (7/16" LAM. GLASS) 6063-T8 IMAM OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALDI OR EQUN. 3A CCI-396 4 SQUARE GLAZING BEAD 6063-75 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REQO. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 42250-K-190 AS RECO. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL .TRUTH, ATTACHED W/ (6) 18 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK , STEEL TRUTH, ATTACHED W/ (2) 18 X 3/8" SMS 9A - I/ VENT MULTI POINT LOCK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) /10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) 18 X 3/8" 5S SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) /R X 1/e" SCSMS_ 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 110 X 1-1/4" SS SMS p--I.757 090 TYP. 1.438 1.222— VENT (5/16" LAM. CLASS) .090 TYP. VENT INSUL. LAM. GLASS) 1.757 .090 TYP. VENT 7/16" LAM. GLASS) CGI-375: OGEE GLAZING STOP 30 CGI-396: SQUARE GLAZING STOP Env: JAVAD AHMAD CML F1A. PE / 70592 CAN. 35 Z015 PRODUCT REVISED as complying with 9ro Florida Building Cede 0 Acceptance No �5 J� 12.1 9 EN 'ration Date BY Mier' Mc Product Co drowing no. W98-100 (sheet 2 of _- 7 ) • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • 1/8" ANN. GLASS INTERLAYERS- .090" Sofia/Clear And Color lass: _ 8y 'Eastman Chemical Co.' • • _ .090" Butocite PV8 • • By 'Kura ray Americo, Inc.' • 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' • 3/16" ANN. GLASS .075" Soften CP With PET Core • • • • • -• •By 'Easlrren Cherrjicoi Co.' • • • • _ .090" 9Claw frflex Cld Color Gloss • • • • • •-• By•Eostntbn Cher/fool Co.' • • INTERLAYPRS •• • • • • •.090" SejryGloy • • • By 'Kubiel•AmerIa, Inc.' .090" Butocite PVB By 'Kuroray Americo. Inc.' •• IIV 3/18 ANN. 4S •• 0y•• 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRE° REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 20" 24" 28' 30" 32' 36" 40" 42' 36. 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 1109 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 -110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 80.0 60.0 20' 24' 26' 30" 32' 36' 40' 42- 42' 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24' 28" lcAr 21 36" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 %9Z;1 ' 97!1,- 91.1 -..It0.0=.1.115A-Zt 110.0 120.0 0.0'= 110.0 to- 120.0 91.1 80.9 80.9 110.0 120.0 110.0 120.0 40' 42" 72.8 72.8 110.0 120.9 110.0 1401, 69.4 69.4 1190 120.0 60.0 60.0 20- 24' 28' 30" 32' 36' 40' 42' S4• 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 ' 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 84.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60,0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 3/16" HEAT STREN'D GLASS .075" Saflex CP With PET Core By 'Eastman Chemicol Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlaa By Kuraroy America, Inc.' .090" Butocite PVB By Kuraroy America, Inc.' 3/16" HEAT STREW() GLASS INTERtAYERS- SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL CLASS TYPES 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUIREO REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTAtU110N DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH 20' 24' 28" 30' 32" 36" 40' 42' HEIGHT 60" EXT. (+) INT. (-) 98.8 112.6 EXT. (+) 110.0 1NT. (-) 195.0 EXT. (+) 110.0 1NT. (-) 195.0 85.8 95,4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 WIDTH 19-1/8" 26-1/2" 37' 42' HEIGHT 26" EXT. (+) 110.0 110.0 110.0 1M. (-) 195.0 195.0 145.4 EXT. (+) 110.0 110.0 110.0 INT. (-) 195.0 195.0 195.0 EXT. (+) 110.0 110.0 110.0 INT. (-) 195.0 195.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 * 70.2 72.8 110.0 120.0 110.0 720.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 19-1/8" 26-1/2' 37" 42' 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24' 28" 30" 32' 36' 40' 66" 88.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 84.2 110.0 120.0 110.0 120.0 60.6 80.6 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37' 42" 50-5/8' 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24' 28' 30" 32" 36' 72' 66.4 66.4 110.0 195.0 110.0 120.0 19-1/8' 26-1/2" 37' 42' 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.8 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 170.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110,0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 19-1/8" 26-1/2' 37" 74-1/4' 63.0 63.0 110.0 195.0 110.0 120.0 48.6 46.6 110.0 120.0 1109 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32' 36" 20' 24" 28" 30" 32" 76' 78" 60.0 60.0 60.0 60.0 52.0 52.0 o0.0 60.0 60.0 09.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 80.0 20' 24' 28" 30" 32' 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. -" +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 IS USED ** ** SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHMAD CML FLA PE 70592 CA.N. 3538 015 PRODUCT REVISED as complying wish 91c Florida Building Code osls,iq Acceptance Na______ 1,5' Bxpjraliryt Date Mr 18 m4"aV 8 A 1 a 0 0 Pro i i a a 0 drawing no. W98-100 sheet 3 of 7 ) • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • •• • • • • • • •••• • • •. • • •• • •• • • • • • • • • • • • • ••- 1/8" TEMP. GLASS 1/8" TEMP. GLASS AR SPACE • • • • • AIR SPACE • • ,Ip J COMP-ANL\W98-100CG1 1/8" ANN. INTERLAYERS-� CLASS 1/8" ANN. SILICONE GE-1200 DOW D0W • • • • • • • � • •.07r Soots CP•Mitt• PE. CAP* • • :By aslma ChemiNl C•.' • • • • .490" Safyx Clear All. lolor•Gloth • • By 'Eastman Chemical Co.' • • • • _ .090" SentryGlas By 'Kuraray Americo, Inc.' .09.0•attodfte NB • • • • • • • • By Vrara4 ATRricd! Ind' • • • • • • • • • • • • • GLASS • • •• • • • • • • • • • • • • • 995 899 • • 1/8" TEMP. INTERLAYERS- GLASS 1/8" TEMP. SILICONE GE-1200 DOW D OW .075" Saflex CP With PET Core T By 'Eastman Chemical Co,' _ .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' _ .090" SentryGlos By Kuraray Americo, Inc.' _ .090" Butacite PVB By 'Kuraray America, Inc.' SQUARE BEAD OPTIONAL GLASS ALL GLASS TYPES 995 899 r AL-FAROOQ CORPORATION I ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262.6978 XL EDGE SPACER XL EDGE SPACER 'CARDINAL' ST. STEEL BY 'CARDINAL' SETTING BLOCKS ST. STEEL BY OR DURASEAL BY 'QUANEX' SETTING BLOCKS 2/ UTE OR EPOM DURASEAL 8Y 'QUANEX' 2/ LITE EPOM DUROMETER 8535 OR DUROMETER 85±5 OR 'QUANEX' SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' 3ERIES-238 ALUM OUTSWING CASEMENT WOW. (L.M.I.)) CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OP IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OP IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '20,' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 20' 110.0 194.3 110.0 195.0 20' 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 24" 110.0 161.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 28-1/2' , 110.0 203.0 110.0 195.0 28" 110.0 138.8 110.0 195.0 28" 76.7 83.3 110.0 120.0 37" 26 110.0 145.4 110.0 195.0 30' 110.0 129.5 110.0 195.0 30' 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 * 32' J6„ 110.0 121.4 110.0 195.0 32" 60" 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 36' 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 40" 97.1 97.1 110.0 120.0 40' 60.0 80.0 - - 37' 38-3/8" 98.5 98.5 110.0 120.0 - 42' 86.8 86.8 110.0 120.0 42' 20" 92.5 110.0 92.5 166.5 110.0 110.0 120.0 195.0 42' 20' 60.0 86.7 60.0 86.7 - 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 c r' 1 REV. PER RER CONUENS GENERAL REVISOR INIERtAYER @ SPACER REV. ,_, 24" 110.0 138.8 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2" 99.7 104.3 110,0 195.0 28' 110.0 118.9 110.0 195.0 28' 64.2 64.2 110.0 120.0 37' 50-5/8' 74.7 74.7 110.0 120.0 30"110.0 111.0 110.0 195.0 30' 66' 60.6 60.6 110.0 118.2 42" 65.8 65.8 110.0 120.0 32'c 42"104.1 104.1 110.0 120.0 32' S7.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 ra. 1 36' 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2" 74.9 77.9 110.0 120.0 9 o 40' 83.3 83.3 110.0 120.0 40" 60.0 60.0 - - 37' 63' 60.0 60.0 110.0 117.0 u 42" 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - v 1 8 20' 110.0 145.7 110.0 195.0 24" 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 28' 48.9 48.9 95.3 95.3 26-1/2" 74-1/4" 46.6 46.6 90.9 90.9 28' 104.1 104.1 110.0 120.0 30' 72" 46.0 46.0 89.8 89.8 37' 59.8 59.8 - - NOTE: rc n a " "' v. -a N - 30' 97.1 97.1 110.0 120.0 32" 43.6 43.6 85.0 85.0 37' 77' 56.3 _ 56.3 _ - - GLASS CAPACITIES ON THIS SHEET ARE c • o o $ o 3 3 32' 48" 91.1 91.1 110.0 120.0 36' 60.0 60.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) '5 Lt.,. `- , eu'0_-, 80.9 80.9 110.0 120.0 32" 60.0 BOLO - - * LIMT MAX. LOADS TO 171.0 PSF AND FLORIDA BUILDING COMMISSION c 36" 40" 72.8 72.8 110.0 120.0 38' 76" 80.0 60.0 - - WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B DECLARATORY STATEMENT DCA05-DEC-219�-� IS USED '' 42" 69.4 69.4 110.0 120.0 20' 52.0 52.0 101.3 101.3 AHMAD 20' 110.0 129.5 110.0 195.0 24" 43.8 43.8 85.4 85.4 ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY Engr: JAVAD CML PRODUCT REVISED 0 24' 98.0 107.9 110.0 195.0 28' 78' 38.1 38.1 74.3 74.3 SEE SHEET 1 FIA. PE ++ 70592 CAN. 3538 as camplying with the FIorWa ^' 2g• 92.5 92.5 110.0 120.0 32" 60.0 60.0 - - Building Code %' Acceptance No (5 0812• s l' 30" 84.4 86.3 110.0 120.0 20" 41.5 41.5 80.8 80.8 •'ration Date rt J'R . !Zia .. 45 t 32" 54• 80.9 80.9 110.0 120.0 24" 34.9 34.9 68.0 88.0 B>' do"-r , ' 5 drawing no. 36' 71.9 71.9 110.0 120.0 28' 84" 54.5 54.5 - - NOTE: i 1 21115 M Dada Product 40" 64.8 64.8 110.0 120.0 30' 51.2 51.2 - - LOAD/AREA LIMITS PSF 16.34 SO. FT. W98-100 42" 61.7 61.7 110.0 120.0 32' 48.3 48.3 - - FOR +110.0, -120.0 = +110.0, -195.0 PSF = 10.00 SO. FT. sheet 4of 7 • • ••• • • .• •• • • •• • •• • •• • • •• •• •• •• • • • • •• • ••• •• • •• •• •• • •• • • ••• • • • • ••• • • • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) ' U\ COMP-ANL\W98-100CGI) • /, • • • • • • • • • • • •• •• •• •• •• •• ORS • • • • • • SEE ELEV. FOR 9PACIND!�• • • • • • SEE SHEET 6 FOR'DESCfiIPTION •• •• • FOR ANCHOR PERFORMANCEVALUES-.SEE • • •�� •• •• • • •• • • •• • • Ai • • •• •• •• •• SHEET 6 — _ TYPICAL ANCHORS SEE ELEV. FOR SPACINGS Iki SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 8THKMINEANTrc--- AL—FAROOQ CORPORATION ENGINEERS at PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284-8200 FAX (305) 2626978 � • \>13/5___:': 1 • jtt\sL • • • • • • • • r .4. .'4 v .*?,'4 2 1/8" 6 �., i' .d . FA 1 /B' >E v a < a ' � i O ? �. �' \ MIN. a 1/ 1" MIN ' MIN. , I 2-1/2* i" IN. I _. : a. i • WOOD BUCK TYPE '1' MMM INSTALLATIONTYPE"2' WOOD BUCK TYPE '2' SERFS-238 ALUM OUISWING CASEMENT WDW. (LMJ.)) CGI WINDOWS Sc DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 MATERIAI: PRESSURE TREATED MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TQ ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURE$ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ' r—r —1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING — SEE SHEET 6 FOR DESCRIPTION TiI 1 3/8' Fical-',--irl ri SEALANT SEALANTMr I.Jariii 7mia:mwm 11 II T Eg 6 "o 2 S - .. $ i i 6 l l 22 a. 2 7/8" . a' 2 1/8' v v `, v BUCK INSTALLATION BY OTHERS a.a `, MIN. BUCK INSTALLATION BY OTHERS ATTACHMENT TO ' MIN. APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIeI • PRFCSl1RF TRFATFn ueTCEI • pRESSjURL.TRFAwn TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL i fn'C ; ° o of a u s a a ON ALL FOUR SIDES/USING WOOQ ON ALL FOUR SIDES/USING WOOD E C 4 u z ALUM CHANNEL S I �- o > 8 o i 8 t 3/4' X I" X 3/4' X 1/8' 2-1/2' LONG AT ANCHOR LOCATIONS 1L1� Engr: JAVAD AHMAD CML M PE 70592 c6J8 PRODUCT REVISED as complying with Rya Florida CA.N. Building Code nccepwtm No t5' 0512. 1'� �jlp_I ••• CCCIII Fill Ex Ration Detc 2018 drawing no. W98-100 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION M B Mi•ti Dade Product THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP (sheet 5 of 7 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • • • • • ••• •• • •• • • •• •• • • • • • • .... INSTALLATION CONDITIONS EQUAL LEG FRAM (AP�LIES TO ALL FOUR SIllES) �' �v Ai nY r�.a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION FOR AN • • • • • • HOR PERFORMANCE • • •• • • • • • • • • VALUES aar SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL, (306) 2648100 FAX. (305) 262.6978 COMP-ANL\W98 SI. I• II1 • 1 3/•' • • • • •• • • • • • 4� —a. • • • • • • • • Ir V. Ii � • • ••• •• _p .II, a Q z z• 2 1/8' . C i ' ,• d I 2 1/8' . M. . MIN. . 1' MIN a 1' MIN. 2-1/2' MIN. 2-1/2" MIN. SERIES-238 ALUM OUTSWING CASEMENT WDW. (LM.I.)J CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' ,btATERIAI: PRESSURE TREATED MATFRUI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT ON ALL FOUR SIDES/USING W000 ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES uA TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FO AOESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE S ET 6 FOR DESCRIPTION r—�—, i 1/8' MIN. TYPICELEV.AL ANCHORS FOR SPACING SEE SHEET SEE SHEET 6 FOR DESCRIPTION r • I I 1 3/8" I I P'* \ I I' C 0 `uf In v Y' „ V 9 3_' >L 0 _ _ r , v 2 7/6' a V a d 2 1/6' av O ..' v MIN. ATTACHMENT TO -" BUCK INSTALLATION BY OTHERS . BUCK INSTALLATION BY OTHERS APPROVED MULLIONS 1-•MIN. —'�---.—. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION --1._-M TYPE '4' WOOD BUCK TYPE '4' 3 0 o ,4u 4 r a S S MATERIAL: PRESSURE TREATED J MATERIAL: PRESSURE TREATED ^ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ^ $ q g' $ ,r 1,1 .'' * 4 ) l' ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD En9r. JAVAD AHMAD CML RA. PE 79592 CAN. Sfi3B PRODUCT REVISED complying withie Florida as Y BuildingCode No I5'0512...j Acce'ration Date 1$ c > drowing no. W98-100 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 015 By Mi Dade Product Ca (sheet 5.1 of 7) • • ••• • . . .•• •• .. .• •• . .. .• • • • •• • •• • •• • • • • • .•. . • •• •• • • • • • • • -• - • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FAX. (305) 262.6978 PERFORMANCE VALUES OF INSTALLAT ON ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.% ir 10-•IC. - %l D0 Ne6. O.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WINDOW DIMS. AT 17' 0.C. AT 10" 0.C. AT 17' 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/TNT.(-) EXT.(+)/INT.1•-) ERT.(+),SNT.(-} a19AOs1 61EIGHT� •AT•17" E%T�+)/INr(g)l1T.(+)/TNT.(-) EXT.(+)/INr.(-) EM.(+)/TNT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/TNT.(-) EXT.(+)/TNT.(-) E1(L(+)/IN7.(-) 20' 195.0 195.0 154.8 ••• • •Ip5.4 : 32` • 0133.20 • 195.0 76.4 122.2 19-1/3" 195.0 195.0 149,4 195.0 24' 195.0 195.0 129.0 • 17190 416' • • :118.4• • • 189.5 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 30' 36" 180.0 195.0 103.2 137.6 24' 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 32' 168.8 195.0 96.8 •429.4 . Jo' 78' 148.4 195.0 85.1 136.1 26-1/2' 38-3/8' 191.2 195.0 109.6 146.1 36" 150,0 195.0 86.0 • 114.• • • 34 • • • • • • L1g.5• 195.0 79.4 127.0 37' 136.9 182.6 78.5 104.7 40' 135.0 180.0 77.4 •103.: • •• : 3:' • • • 12.8 195.0 74.4 119.1 19-1/8" 195.0 195.0 153.5 191.0 42" 126.6 171.4 73.7 tA831 1 • 20 •• • 195.I 195.0 132.7 195.0 26-1/2- 50-5/8" 193.2 195.0 110.8 138.5 20' 195.0 195.0 132.7 "'• 1761 • •24" 84, • • • 4940 195.0 110.6 165.9 37' 133.4 173.0 79.3 99.2 24' 192.9 195.0 110.8 147.4 28- 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 28' 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 26-1/2' 155.3 195.0 89.0 155.8 30' 42, 154.3 195.0 88.5 _ 117.9 37' 83• 111.2 194.6 63.8 111.6 32' 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 90.3 36' 128.6 171.4 73.7 98.3 19-1/8" 195.0 195.0 130.8 195.0 40" 115.7 154.3 66.3 88.5 26-1/2' 74-1/4' 164.7 195.0 94.4 151.1 [SERIES-238 ALUM OUTS SING CASEMENT WOW. CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 42' 110.2 146.9 63.2 84.2 37' 117.9 188.6 67.6 108.1 20' 195.0 195.0 154.8 193.5 24" 195.0 195.0 129.0 161.3 28' 192.9 195.0 110.6 138.2 un 30' 48" 180.0 195.0 103.2 129.0 32' 168.8 195.0 96.8 120.9 TYPICAL ANCHORS: 36' 150.0 187.5 86.0 107.5 SEE ELEV. FOR SPACING 40' 135.0 168.3 77.4 96.6 1/4" DIA. KWIK-CON II BY 'HILT!' (Fu=163 KSI, Fy-157 KSI) 42' 128.6 180.7 73.7 92.1 1/4" DIA. ULTRACON BY 'ELCO' 24' 195.0 195.0 137.E 195.0 (Fu=177 KSI, Fy=155 KSI) 24' 195.0 195.0 114.7 172.0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 28' 171.4 195.0 08.3 147.4 1-1/2" MIN. PENETRATION INTO WOOD 30' S4' 160.0 195.0 91.7 137.6 THRU 1BY BUCKS INTO CONC. OR MASONRY 32' 150.0 195.0 86.0 129.0 nr. ,al„ 1-1/4" MIN. EMBED INTO CONC. 0R MASONRY 36' 133.3 195.0 76.4 114.7 1so.D se.e 1D3.21-1/4" DIRECTLY INTO CONC. OR MASONRY42'120.0 65.5 98.J F-1 Fil MIN. EMBED INTO CONC. OR MASONRY42"114.J171.4 .-, ''a ao G u v P W �' 1 a R $ t o 0 . w 20' tas.o I95.0 123.8 1e5.8 N14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRs) 24' 190.0 as.o 103.2 154.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ li 2e 154.3 195.0 e8.5 132.7 .090") INTO METAL STRUCTURES 30' 60' 144.0 105.0 82.6 123.8 STEEL 1/8" THK. 32' 135.0 195.0 77.4 : MIN. (Fy 36 KSI MIN.) ANCU0J481(O SHEAR CLIP ANCHORS WITH SHEAR CLIP 36' 120.0 180.0 68.8 116.1 103.2 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40' 108.0 182.0 81.9 92.9 42' 102.9 154.3 59.0 88.5 TYPICAL EDGE DISTANCE ta5.0 -CONCRETE 10 -29" 24' 195.0 195.0 195.0 140,7-- 117.3 195.0 164.2 INTO AND -MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. _' o o > „ B 0 ^ 4 „ n o '� 8 E 28" 175,3 195.0 100.5 140.7 INTO METAL STRUCTURE = 3/4" MIN. 30' 66' 163.0 195.0 93.8 131.3 s .. 0 : - 32' 153.4 195.0 ee.o 123.1 CONCRETE AT HEAD, SILL OR JAMBS I's = 3000 PSI MIN. 36' 136.4 190.9 76.2 109.5 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. :--. ? xx N $ _^ •. _ ^ 40' 122.7 171.8 70.4 98.5 20' 195.0 195.0 129.0 180.E Engr. JAVAD AMMO 24" 187.5 195.0 107.5 150.5 FLA. PECMIIL 70592 CAN. 3538 PROOUCI'REVISED as complying with the PloridA 28' 72' 160.7 195.0 92.1 129.0 Building Code LS'05 30" 150.0 195.0 86.0 120.4 Acceptance No 1q Espireticul Pain 32" 140.6 195.0 80.6 112.9 1 /, '� i $ drawing no. -(�o W9S- OO 36" 125.0 175.0 71.7 1OD.3 oy Minn' Product Co.trC1 'p ade (sheet 6 of 7 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• • • •• • • • • • • • • • • • • •• • • • • • • • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS / V` m� ItY OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALtATION ANCHORS i •) • OF ALUMINUM BUCK INSTALLATION ANCHORS • REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPUCA8IE VALUES. ( AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 Tn. (305) 2648100 FAX (305) 2626978 co gp� J 7d a v WINDOW DIMS. WINDOW DIMS. . • • • • 6 01II40W DIMS. • • • 1NDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT • EY:(+) •ITT.(? 9 :DT * • : DQIT IXT.(+) • INT.(-) 20' 110.0 195.0 20' a 1a5.8• 020.0 O • 191/6' • ;110.0: :95.0 24' 110.0 195.0 24' • 90.9 • 120.0 •26-1/2'0 ••1110.0 • 195.0 28' 110.0 188.5 28' 80.5 110.3 37' 26• 110.0 186.2 30' 110.0 182.4 30' 76 76.3 104.7 42' 110.0 152.4 32" 36, 110.0 179.5 32' 800• 060.0 •19-1jW"s • • • l ig% 195.0 38' 110.0 177.3 36' • V %.: : 2:-1/:" •78-• •10.0 172.6 40' 105.8 145.1 20' 102.7• I200 • • • •37j• • • • i1Q.Ii 156.3 42' 97.0 120.0 24' 0 •120: • • • 42• • • 95.70 120.0 20' 110.0 179.5 28" 78' 77.9 120.0 19-1 8' I ••. Tito 195.0 24' 110.0 159.6 30' 73.9 101.3 26-1/2" 110.0 154.7 28' 106.9 146.6 32' 60.0 60.0 37' 50-5/B' 94.0 120.0 30' 103.5 141.9 20' 110.0 120.0 42" 89.8 120.0 32' 42' 100.7 138.1 24' 97,0 120.0 19-1/8" 109.3 149.9 36' 97.0 120.0 2B' 84' 85.5 117.3 28-1/2' 84.8 116.2 11u 'SERIES-238 ALUM OUTSWING CASEMENT WOW. (LM.I.))- CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 40' 95.2 120.0 30' 60.0 60.0 37" 63, 67.9 93.1 114 SMS 42' 95.0 120.0 32' 80.0 60.0 42' 60.0 60.0 AT 6' FROM ENDS 20' 110.0 195.0 19-1/8' 110.0 154.8j 17" O.C. MAX. AT JAMBS24' O.C. MAX. AT HF�1D/SILL 110.0 177.3 26-1/2" 74-I/4' 86.4 118.5 ,,��24" #14 SMS 28' 110.0 160.9 37' 60.0 60.0 ��I AT 6" FROM ENDS 30' 110.0 154.8 19-1/8' 109.9 120.0 17' O.C. MAX. AT JAMBS 32' 48" 109.1 120.0 28-1/2" 76' 84.0 115.2 3 ' IF.or,.� 1.,,r....�w..�..�..tialt di 24" 0.C. MAX. AT HEAD/SILL 120.0 37-1 60.. 80.0 b1 �..��J�. ly _ tI9a (�� ly'�L�� a 4036' 40' 99.8 99.8 120.0 19-1/8' 108.3 120.0 tr_1' L � 42' 95.0 120.0 28-1/2' 77' 82.7 113.4 I 1.- _ Ii��T' rn 20' 110.0 174.1 37" 60.0 60.0 I' "T, _ 24' 110.0 152.0 =��J , `t��` ;L_ 28' 30' 99.8 95.5 120.0 120.0 ` 32' 91.9 120.0 � � c 11111111111 36' 86.2 118.2 ° I' A TYPICAL ANCHORS TYPE 'A' OR 'B' �" \ TYPICAL ANCHORS TYPE 'C' c� 1 40' 82.2 112 7 AT 6" FROM ENDS AND ,I AT 6" FROM ENDS AND O n a 6 g 5 le:..30' ,, s NO CHANGE THIS SHEET 1 42" 80.6 110.5 2 1/2" MIN. 17' O.C. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS EDGE DIST. 17' O.C. MAX. AT HEAD/SILL 1' MIN. 24" O.C. MAX. AT HEAD/SILL 20' 24" 110.0 97.0 153.2 133.0 INSTALLATION TYPE '5' INSTAL CATION TYPE '6' 28' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 82.8 113.5 - 1 /4" DIA. KWIK-CON II BY 'HILT'' 2BY WOOD BUCK OR WOOD STRUCTURES 32" ea''A 79.4 108.8 (Fu•183 KSI, Fye157 K51) TYPICAL INSTALLATION DETAIL 36' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 600 60.0 B - 1/4' DIA. IJTRAUON gY ELCO' (Fu-177 KSI, Fy-155 KSI • "' 20' 110.0 171.0 DIRECTLY 'vi p o "' ^ ^ $ S - ^ + r 0 3 m E 24' 107.8 t20.0 INTO CONC. OR FILLED BLOCK 1-1/4" 2.500 .845 28' 95.9 120.0 MIN. EMBED INTO CONCRETE - 2-1/4" MIN. .845 Des �' Z o „ v x _ -, 30' 86' 91.3 120.0 EMBED INTO GROUT FILLED BLOCKS .065- .592 $ 1 g S .! r • s �.-. o E if �' ro _ 32' 87.3 119.7 C - #14 SKIS (GRADE 2 CRS) 1.1�25 36' 60.0 60.0 582 1- 40' 80.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1.436 E ' JACMLAHMM PRODUCT RF.VLS4�D Florida 20' 110.0 154.5 .125 .907 I rlA PE '/ 70592 c.A.N, 3538 or cemplyiof with the 24' 97.0 120.0 TYPICAL EDGE DISTANCE AccepancePOl 1./B12•IQ 28' 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER 5 'slim Date �iD18 30• 72 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T8 M Z By drawing no. 11V98- 100 32' 77.9 106.9 Mi Dade Product 36' 60.0 80.0 CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK JAMBS Pm AT - 2000 PSI MIN. sheet 7 of7) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FI.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m i a m id ad e. eov/economy .... . • . • •••• 1. Glass lites wider than 36-inch shall have two setting blocks and anti -Lift devises per ▪ FBC re4uit-eenents. 2. The Day Lite O enin s L.O. of maximum 49 /8-inch (Width) by maxima � • . K • ▪ -inch ((Hight). . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's 1ttarttt or logo,* tray, statt, series, and following statement: "Miami -Dade County Product Control Approved"'unless oth%tivlse noted:". herein. . . • RENEWAL of this NOA shall be considered after a renewal application has been Ftl.gd and there has been • • • no change in the applicable building code negatively affecting the performance ofahis product• ! _ TERMINATION of this NOA will occur after the expiration' date or if there hasbeali a revision or chanj • • •: in the materials, use, and/ or manufacture of the product* process: Misuse of,this NOA as art, Ytdprsement 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 advertisingliterature. 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 provkWd • to the user by the manufacturer or its distributors and shall be available for inspection at the job site at th r4uest of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page t' tn'4 evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI DADE COUNTY APPROVED NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 Page 1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, 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 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA$ i4)-94 2) Large Missile Impact Test, per FBC, TAS e01•-94 • •' • • 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94• ; • • • ; • • along with marked -up drawings and installation diagram of meJ3c4 fixed window, to • qualify DuPont `Butacite" PVB interlayer, Duraseal® and Supef S•pacer?•iirstlating • glass spacer, prepared by Certified Test Laboratories, Test Report No. CTL'A-3056': WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P'E : ": •: (Submitted under previous NOA No. 15-0512.05) • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per1J C Til •2(g-94 2) Large Missile Impact Test, per FBC, TAS 101 -94 • 3) Cyclic Wind Pressure Loading, per FBC, TAS 2d3-94 • •••• • •• • • along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E - 1 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) •• • • • C. CALCULATIONS . .... • • • • .. . . . •• . • •.• . • • • • 1. Anchor verification calculations and structural analysis, ciatliplying with •FBC 51h Edition (2014), prepared by AI-Farooq Corporation, dat qd •99417/14.1'evised dh .•.• •.•. . • • . . • • ...• •. • •. • • • 1. Miami -Dade Department of Regulatory and Economic Resources 1RER). •. . •. . . •• ••. • • • • •• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Jorge M. ilasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) •• • • • • 6. Laboratory compliance letters for Test Report No. HTL-0p8Q-'Q102-1Q; 1 sued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed• b1y • inu j Abraham, P. E. • (Submitted under NOA No. 10-0510.12) .... • • • • • . • 1••. .••• G. OTHERS .... . . • • • • • 1. Notice of Acceptance No. 15-0512.05, issued to CGI Wincl4Yvts, ADoors. for their . Series "Sentinel 120" Aluminum Horizontal Sliding Windov6-•LM.I., rppro; ed on. • • • • 08/20/15 and expiring on 09/22/20. • • . . . . . • E-3 /y7e7 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 • • ••• • • • ••• • • • • • • • • • • . • • • • • • • • • • • • • • •• •••• • . • • • • •• • •• •• • •- •. .•. • •• •• • • • • • .TYPICAL ELEVATION 6" MAX HEAD/SILL 111" FLANGE WIDTH 5" MAX. TV. TG. STILE r D.L. OPG. O 1 1 1- I I II Q 0 N 5 v v i I / V _ . ' v II II FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. 36 3/8' VENT WIDTH J ADDL.�CTRH OF AU_ P AT CENTER OF ALL PANELS D.L OPG. O.L. OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" HEAD/SILL m O x - NC 2 0 J d FALSE MUNTINS (SURFACE APPLIED) BUCK WIDTH 5' MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL ii 11 u 11 11 O 11 6 O Il 11 la X d 11 II 1 I. I((��if 8 / r/q1.3111 1. (."1�• r 32 7/8" D.L. OPC. 36 3/8" VENT WIDTH 32 7/8" D.L. OPG. FIN FRAME • • • • • • 5 • • Y 110" • HFjADI • • • • • • • . • 1 • • • •• • • • • • •• • • • •• BRC6 WIDTH • • • • • • • • •• • • • 5' MAX. TYP. MTG. STILE • 1 • • • • • 1 • FALSE MUNTINS (SURFACE APPLIED) OPTIONAL • •• I •1:.--•• • • 41; • • • • IN • • • • • •II• • II • fl •• jj _. • 0 Il R I !II e rf II 11 11 11 , ./ `^� 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT MAY 1 1 201 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. t ADDL. ANCHOR RE00. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL In 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By; Mlam a e Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT AAj1111111117// �l] STATE OF 14y: S46r'Al, �A\` roIu 0q FW z aag„ xra {{N11II � Qtag 8E g iig°zalta a drawing no. W10-18 (sheet 1 of 11) • • ••• • • • • • • •• •• •• • •• • •• •• • • • • • • •• •• •• • • • • •• •• • • . • • •• • • • • • • • • • • • •• • • • • • • MAX. FLANGE WIDTH HEAD/SILL 5" MAX. anli © © MTG. STILE �xaBBM�E✓•t_�MINI � l © ii IIii I ii F I 0 hI II ^rit \x ri rf K. 1 I v I I - 11 II o 0 / v / _ FALSE MUNTINS (SURFACE APPLIED) 24 1/2' 1- AT CENTER OF ALL PANELS ADDL. ANCHOR REOD. OPTIONAL D.L. OPG. 28" D.L. OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110' 5 1/2" MAX. HEAD/SILL 0 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL BUCK .WIDTH 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL it •-__JL___ 11 8 f / / 8 I / • •/ a . • 24 1/2" D.L. OPG. 28' VENT WIDTH 49 5/8" D.L OPG. FIN FRAME 110' • • • • • • • 5 16/2. • • • • • • • •F'LAliGE WIDTH • • •• • • • • • • • • • • • IfADAISILL • • • • • • • 5" MAX. • • • • • • 5 MTG.. STILE o • • •• • • • • _ • • • . • • 110 II'i • • • • • E t II I • • II 1 • • N 1 �w I •• n • ®`, •, O — J i _=Y• Ila ♦ ••• / (• ••Tj - .- �F / I 6 O // // // ^ NQI "3; ,j FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 24 1/2" 49 5/8" - ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS D.L. OPG. .._.. 28•..__.. D.L. OPG. FIXED 0R OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration D t 09/22/2020 By Miam Product Control MAY 1 1201 W g _emu drowing no. W10-18 sheet 1,1 of 11 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL CLASS TYPOS CUSS TYPES FLANGE DIMS. BUCK DIMS. 'A'k'Al', '9'k131' '6' k 'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37'28" 36' 65.0 65.0 80.0 90.0 53-1/8" 52-1/8" 25" 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37' 38-3/8" 36' 37-3/8" 65.0 65.0 60.0 90.0 53-1/8' 52-1/8" 65.0 65.0 60.0 90.0 74' • 73' 65.0 65.0 80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37' FAys/'a 36" 49-5/8' 65.0 65.0 80.0 90.0 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 1.74N 73' r66.0.. Z.65.0_ ,'4Q.01- ".90Oi 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 37" 36' 65.0 65.0 80.0 90.0 53-1/8' 63" 52-1/8" fi2" 65.0 65.0 80.0 90.0 74" 73>f-." 60:2,4., 60.2 80.0 90.0 TYP. OPERATING TO DE /2 OF THE WINDOW + DTH 'XO OR OX' STD. MTG. RAILL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • 000 DESIGN LOAD CAPACITY - PSF (X0 OR 0X ASILES ••• ••• ••• STD. MTG.ORAI• H.D.,MTG.•AAIa IIT. tit. . j*fl 111 GLISS TAR � IOLA* TYPOS • (IGLOO TORS FLANGE DIMS. RUCK DIMS. 'A'k'A1'. '8'k111I' !' & '81' • 'C' OM' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT,(-) 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16" 26' 77-15/16' 25' 65.0 65.0 • 10.0• 40.0 •65.0••65.0• 83-1/2' 82-1/2' 65.0 65.04i 80.0• 93.0• •5.0.• elk() e 55-3/4" 54-3/4" 65.0 65.0 •10.0: • 10.0 ; 0.0 f • fi5.0 78-15/16" 38-3/8" 77-15/16" 37-3/8' 65.0 65.0 I MO • 00.0 • 86.0 • 645.0 4 83-1/2' 82-1/2' 65.0 65.0•• 80.0 • 40.0 •65.0 • 65.0 • 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16" 50-5/8' 77-15/16" 49-5/8' - - - - 65.0 65.0 83-1/2" 82-1/2' - - - - 65.0 65.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16" 63" 77-15/16" 62' ••• •.- - - - 65.0 65.0 83-1/2' 82-1/2' - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .X0 OR OX' 1S' TOP. BUCK DIMS EQUAL LEG FRAME }LD. MTG. RAIL' • • •• • • • • • • • • • • ••• • •• •• • • • • • 00 BUCK OIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Mlam ph • Product on ro MAY 1 1 2016 AAA 111 lliiil7j 'PJ GEN e...?7, 2 '•.FOR115P.•' SWONAL E j' lit 11111�1 a 0 00 s g 5 '4 a 0 9 drawing no. W10-18 sheet 2 of 11) • . ••• • • . • • • •. •. • •• . •. •• • • . . •. •• • •• • • . . • . •• • ••• • • • 111• •. . •• • • • • . •.. • • . . • • • DESIGN LOAD CAPACITY - PSF (XOX S ZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL N.D. MTG. RAIL GLASS TYPES 'A'kAl', '8'k'81' CUSS TYPES 'B' 6 '61' WIDTH HEIGHT MOTH HEIGHT EXT.(+) INT.(-) EX8.(+) INT.(-) 74' 106-1/4' 111' 26' 73" 105-1/4' 110' 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111" 38-3/8" 73' 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 50.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111" 90-5/8' 73" 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 006-1/4" 111" 83' 73" 105-1/4' 110' 62" 65.0 65.0 80.0 90.0 61.8 61.6 80.0 90.0 60.0 60.0 80.0 90.0 (1/3W) (1/3W) (1/3W) =4% th OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH FLANGE DIMS DESIGN LOAD CAPACITY - PSF (X0/0 SIZDE)• • • • • • • • •• FLANGE DIMS. BUCK DIMS. SW. AVG. RAIL H.O. sec. •AIL4 S.D. B. RA/ ;1 TYPES : A 661, 'WLBA' GIASi1'YiliS • '8' & Si' SASS TYPES• • 'C & '01• • t WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111' 26" 73" 105-1/4' 110' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 8Q.0 •90.0 •.65.0 • ano 65.0 • • 65.0 • 860 • 960 • 6E10 • 65.0 74' 106-1/4' 111' 38-3/6" 73' 105-1/4' 110' 37-3/8' 65.0 •65.0 ••• ••81l•.0 • 9Q0 • •6S0 • %5.0 65.0 •• 66.0 • 860 • 960 • 660 • 65.0 65.0 • •65.0 • 890 .90.0 A 0.0 * ¶ o 74" 106-1/4" 111' 80-5/8" 73' 105-1/4" 110' 49-5/8' 65.0 85.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74' 106-1/4' 111" 63' 73' 105-1/4" 110' 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 06 TYP. BUCK DIMS M OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH EQUAL LEG FRAME 'X0X' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 • • • • • • • • • •• •• FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME PRODUCT REVISED as complyin0 with the Florida Building Code NOA-No. 15-0929.13 Expiration Data 09/22/2020 By Ml � r Mlaml-D o roducf Lzontrol MAY 1 1 201 'o ss 6 1:0c0w COMP-ANL\W10-03CG1 1 drawing no. W10-18 sheet2.lof 11) • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••- DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) STD. MTG. RAH. H.D. MTG. RAIL CUSS TYPES CUSS TYPES BUCK DIMS. 'A'&'Al , '6'&111' D' & '81' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 65.0 65.0 80.0 80.0 36' 65.0 65.0 80.0 80.0 52-1/8' 25" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 25-1/2' 65.0 65.0 80.0 80.0 36' 37-3/8" 65.0 65.0 80.0 80.0 52-1/8' 65.0 65.0 80.0 80.0 73' 65.0 65.0 30.0 80.0 25-1/2' 65.0 65.0 80.0 80.0 36" 49-5/8" 65.0 65.0 80.0 80.0 52-1/8" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 25-1/2' 65.0 65.0 80.0 80.0 36' - 65.0 65.0 80.0 80.0 52-7/8" 62„ 65.0 65.0 80.0 80.0 73' 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR 0X' DUCX DIMS DESIGN LOAD CAPACITY - PSF (XO DR OX SIZES) • • • • • • • • • • BUCK DIMS. STD. MTG. RAIL H.D. MVP. ROIL 4111.D. OTC.I4M1ID C1ASS TYPES 'A'Y13 , '8'14'I1' CUSS T:PES• • 6' & 'DN (ASS TYPu • • C' & 'C1' • WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 77-15/16" 82-1/2' 25" 65.0 65.0 80.0 60.0 65.0 65.0 65.0 65.0 80.0 800•• 6i.0 • 65,9 65.0 65.0 80.0 841,0 60.0 • 05.0• 54-3/4' 77-15/16" 82-1/2' 37-3/8" 65.0 65.0 80.0 80.0• • oe • 66.0 • :5.0 116.00 65.0 65.0 80.0 80.0 65.0 85.0 80.0 8OA• 69.0 • 6515 54-3/4' 77-15/18' 82-1/2' 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' 77-15/16" 82-1/2' 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 FIN FRAMF OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' STD. MTG. RAIL: ) H.D. MTG. RAIL; NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •• • • •• • • •• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• • •• • • • • • • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 0' 12212020 By Mlam D- e ` ro•uct on ro FIN FRAME z q r o8 q! ttz cgtoh x Egg D W a tista A V 451E0 1 bl 0 S o F. 5 drowing no: W10-18 sheet 3 of 11) • . ... . . . ... .. .• . • .• . .. .. . • • . . •. •. •• •• • . . •• • • . •.•. •. . •• • . •• •. . • . • . ..• • • • • .•. DESIGN LOAD CAPACITY - PSF (XOX SIZES) HUCE DIMS. STD. MTG. BAH. H.D. MTG. RAIL G1ASS TYPES 'A'k'AL . 'B'k'BI' GLASS TYPES '8' k '81' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 37-3/6' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 62' 65.0 65.0 80.0 80.0 61.8 81.6 80.0 80.0 60.0 60.0 80.0 80.0 (l/3W) i% (1/3w) 0/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' • • • DESIGN LOAD CAPACITY - PSF I • • • • • • (XOX SITES) • • • •_ • • • • • • • • BUIE DIMS. 1TD.•lW'. RAg. ��D. M'lrG•Ii11G H.D. MTG. RAIL • COS ;RES . 'ATAID, B'k'B1' :ASS fTPIP • • 4' & B • GLASS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) t7(f.(+) INT.(-) 73' 10--4/4", • 110' s i5" • • 65.0 65.0 80.0 80.0 ' 65.0 65.0 65.0 65.0 80.0 60.0 65.0 65.0 • N •65.% • 65�1• . Bad' a 80.0 65.0 65.0 R4 : 105-./40 • 110' • • • • 37.3/!i • • ••65.66 • 65tb• 80.0 80.0 65.0 65.0 • •65.4 • 641 80.0 : 80.0 65.0 65.0 65.! • 65110• • B•.I 80.0 65.0 65.0 73' 105-1/4" 110' 48-5/8' 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4' 110' 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - . - - 65.0 65.0 (1/4w) tl (I/2w) i OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 5TD. MTG. RAIL- [J )1.0. MTG. RAIL; 'xox' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 0912212020 By Miam -D a roduct Control FIN FRAME 14AY 1 1 2015 COMP -ANL\W10-03CG1 a 6 k 5 drowing no. W10-18 sheet 3.1of 11 • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • •• • •• • • • •• • • • •••• •• • •• • . •• •• • •• •• • • • • • • • •. • • • • • • 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' 0R 090" Interlayer Sofles Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas . By 'Kuroray America, Inc: OR 090" Interlayer Kuraroy Butacito PVB By 'Kuroray Americo, Inc.' 1/8" ANN. CUSS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'A' 5/16" NOMINAL LAM. CLASS 1/4" AIR SPACE 1/8' ANN. CLASS 1/8" ANN. CLASS 075" Interlayer Sees CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Sal'lex Clear And Color Glass By 'Eastman Chemical Cg.� OR .090" Interlayer Sentry0loa By 'Kuraroy America, OR .090' Interlayer Kuroroy Butocite PVB By 'Kuraroy America, Inc. 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 • • • • • • • • • • • • • • • • • • • •• • ••• •• �terloyer•• • • S075"oft ICA WiN PET• Core • • • • %y 'laetr•an Clbmica*Co.' • • OR • • • • • . • • .09de Inllrlaylr • • • • Sanexkl ear Ant Color Gla•se • • By 'Eastman Chemical Co' OR 090" Interlayer .SentryGtas •�,�yA i1 rgoy ref.-, :nl.'• . • • •09t Inrta7•�er • . • • •Kur ray utdFa'� PVB• • • �By w ray = nelca,•Inc.' • 1/8" HEAT STREW° GLASS 075" Interlayer Sanex CP With PET Core By 'Eastman Chemical Co: OR 090" Interlayer Sentry0las By 'Kuraray Americo, Inc.' 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 ®AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPF. 'B' 5/16' NOMINAL UM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D CLASS XL EDGE SPACER ST. STEEL 8Y 'CARDINAL' DR DURASEAL BY 'OUAND' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. CUSS a 1/8" HEAT STREN'D CLASS 075" Interlayer Safles CP With PET Care By Eastman Chemical Co.' OR 090" Interlayer Sollex Clear And Color Class By 'Eastman Chemical Co.' OR SILICONE GE 1200 DOW CORNING 899 OOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'C' 5/16' NOMINAL LAM. GLASS .090" Interlayer 1/4' AIR SPACE Sentry0loa By 'Kuroray America, Inc.' 0R .090" Interlayer Kuraroy Butocite PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D CUSS 1/8" HEAT STREN'D CLASS SILICONE F SIUCONE GE 1200 3 m GE 1200 00W CORNING 899 1 rn OOW CORNING 899 DOW CORNING 995 �Idr\Iflli\ DOW CORNING 995 N 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' 0R SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE.'B1' 0.70' OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST BE TEMPERED. .075" Interlayer Sees CP With PET Core By 'Eastman Chemical Co.' OR .090. Interlayer SentryGlos By 'Kuraroy America, Inc.' XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' DR SUPER SPACER BY 'OUANEX' PRODUCT REVISED es complying with the Florida Building Coda NOA—No. 15-0928.13 Expiration Date 09/22/2020 By Miam — de Product Control 1111111111ffyy ,1 . r4I !M ry�i )� ENSF''O AT 1/4 POINTS ALL SIZES , 05 GLASS TYPE 'Cl' 0.70" OVERALL INSUL LAM. GLASS NAY 1 1 20 0 0 3 FAX. (305) 593-6592 c 6 4i drawing no. W10-18 sheet 4 of 1 I) WOOD TYPICAL ANCHORS SEE ELEV. BU1CCKK FOR SPACING TYPICAL AN SEE ELEV. FOR SQAO1 G • ••• • • • ••• • •• • • •• • •• •• • • • • •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• • • • • • • •• •• • • • • • METAL • • • •STRUCTURE • •• • • • • • •WPIML ANCHORS• • • • • • • • • EEBEY. • • • • • • sFOR•SPA•ING • • • • • • • • • : 2 • • • '• EDGE DIST. 1� • I1 •,•5 • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME WHEN USED THE NIN. WOOD BUCK DEPTH SHALL BE 2%'. THE USE OF DEEPER 0R BEVELED W000BUCKS IS PERMRTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 Fr TYPICAL ANCHORS SEE ELEV. FOR SPACING .il MIAMI-DADE COUNTY APPROVED i MULLION & MULLION ANCHORS SEE SEPARATE NOA EOGE DIST. 1 I 1 I ii TYPICAL ANCHORS SEE E1.EV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/ DIA ULTRACON BY 'El CO' (Fua177 KSI, Fy:155 KSI) INTO 2BY WOOD BUCKS 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 M14 SMS OR SELF DRIWNG SCREW$ (Fu=74 KSI, Fy=5B Ks1) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. By WOOD AT HEAD, SILL 0R JAMBS SG • 0.55 MIN. Miam -D oduct Control CONCRETE AT HEAD, SILL OR JAMBS t'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm - 2000 PSI MIN WEEPHOLES; W1 a 1/4" X 1-1/2" WEEP SLOT AT 4-1/6" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8' X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END 1,1a( 1 1 201 ``111111111 n,AAee�� 0•. ATEOF r, sT1i (L1�t‘A V 0 z 5 1 FAX. (305) 593-6592 Ethi cR" oB 8 6 toiW a r 6 c drawing no. W10-18 sheet 5 of 11 1/4' MAX. SHIMS VENT WIDTH TYPICAL ANCHORS SEENELEV. FO• - ACING CKS BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••. • • . •.. • • •• • • . . •• •• • . • •• •• • • • • • • • •. ••.• •• •• • . • •• . •• •• • • • 000 • • • • 000 • .•. • •• - Flu% a90Tig • • • • • • • • • . • • . • • • •• h • • XOX LAYOUT MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH •• • • • •• • • •• • • • • • VENT WIDTH • • • • • •O ••• • F EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE 1/A' MAX. SHIMS FLANGE & FLANGE ADAPTOR FRAME WOOD B K R WOOD STRUCTUR SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE ADAPTOR FRAME 1/2" TYP. INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR •FRAMES. PRODUCT REVISED as complying with the Florida 1BY Building Code W000 BUCKS NOA-No. 15-0929.13 Expiration Da a 09/22/2020 By Mlam Av 1 �Al Product Control 2 '"od1oP.• G� r O v 0 c E 8 6 i# drawing no. W10=18 (sheet 6 of 11 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. • FOR SPACING • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • ••• • • • • • •• •• • • •• • • • • 000 • • • • 0040 • ••• • • • • • • • • • • • • • • i • • • • •• • • • • ••• • • • • • • • • • METAL STRUCfU F • • • • • TAN • • • • SEEEE Q.EV.OII • • • • • • FOR IIPACIN• • • • • • • • • • EOG: GIST. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING a S TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME I MIAMI-DARE COUNTY APPROVED I j MULLION & MULUON ANCHORS 1I SEE SEPARATE NOA EDGE 11 I 1 DIST. LI TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 230'. THE USE OF DEEPER OR BEVELED W000BUCKS IS PERMITTED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULUON & MULUON ANCHORS SEE SEPARATE NOA F- T1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 0912212020 By Miami-0 a Produc on rol i.1AY 1 1 2 BUCK WROTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 as drawing no. W10-18 eh'eet 7 of T ILLUSTRATNE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS -SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING BACKBED CAULKING • . ••• • • • ••• . .• . • •• . •• .. . . •• . . •• . •. •. • . . • • . •. •..• •• • • •• •. • • • • . ••. . • . . .•. TYPICAL, ANCHORS; SEE ELEV. FOR SPACING • • • • • • • MOW (F• = 74 KSI MIN.) • • IoTQ 2Bf Y1OOD BUCKS OR WOOD STRUCTURES • 11-1/2" MIN* PENETRATION INTO WOOD • W000 STRUCTURE NOT BY CGI 1/2' MIN. HOUSE WRAP NOT BY CGI -.SCREENS OPT. BUCK WIOTH EXTERIOR PRODUCT REVISED as complying with the Florida Building Code Nod -No. 16-0829.13 Expiration Date 09/22/2020 By Mlam a Product Control GAP 1/2' MIN. FIN FRAME taAY 1 1 20 0 0 zd a 0 drowing no. W10-18 (sheet 8 .of 11 • • ••• • • • !•• •• •• • • • •• •• • • • • •• •• •• • • • • • • • ••• • • • • • • • • • • • • • • .100 • • • • • • • /�� .1,6I n o ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./OUPPLIER/REMA RKS 61 CGI-100 - • • • • • • FRAME JAMB !FIXED GLASS • • ! • . 60•-T6 •CI EXTRUDER - E2 CGI-113 - FRAME SILL • • • • • • • • • 6.• -76 4! EXTRUDER AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (306) 2648300 FAX. 005) 262-6978 3 z a p E3 CCI-102 - • to • • • • FRAME HEAD • • • • • • • • Ca EXTRUDER E4 CCI-103 - MEETING RAIL • • • • x a EXTRUDER ES CCI-104 - LOCK RAIL 6063- I EXTRUDER CC E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-106 - SASH RAIL • _ tec—•�- • • 6063-T6 CGI EXTRUDER E8 CCI-107 - 5/16' GLAZING BEAD • _• 6 � CCI EXTRUDER E9 CCI-108 - 0.700" GLAZING BEAD • • 6 6063-1j CCI EXTRUDER El0 CGI-109 - FRONT FLANGE ADAPTOR • 6003-T60 CGI EXTRUDER El CGI-110 - NAIL FIN ADAPTOR • • • • • • • • i#064-7,0 C01 EXTRUDER E12 CGI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER El CGI-136 - TF FRAME HEAD 6063-T6 CCI EXTRUDER E14 CCI -139 - IF FRAME JAMB 6063-T6 CGI EXTRUDER EIS CCI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E16 CCI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CCI EXTRUDER (SaRES SIMNEL 120 OM How. SUM RDA'. (L11.1./S10.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 1EL (305) 593-6590 FAX. (305) 593-6592 E18 CCI-114 - SILL SNAP IN 6063-T6 CGI EXTRUOER E19 CGI-115 - SILL .FILLER 6063-TO CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 C01-117 - HD LOCK MIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUOER E23 CGI-109 - - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 COI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CCI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3' 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700' X 0.040" BEAD GE1200 SILICONE 51L1C0NE GE M5 - 0.700' X 0.040" BEAD DOW 995 SIUCONE DOW M6 - 0.700' X 0.040' BEAD DOW 899 SILICONE DOW M7 - 2/ UTE SETTING BLOCK EPOM DUROMETER 8035 SHORE A M8 - - PROTECT° WRAP WATERPROOFING OR EGUN. - - M9 684 - ROLLER TRACK PVC - M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - • o a - o e c u 6 5 dd .i 000 i i A g N 11 i $ M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR ECM. M12 CGI -129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN 1.113 C01-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. PRODUCT REVISED M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. as complying with the Florida M18 CGI-132 2PER WD. 2' SASH STOP PVC PROTOIYEQUIV. Building Code P M19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE NOA-No. 15-0929.13 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M Expiration Cato 00/22/2020 c c e b R n „ o o n e a S 9 M20 CCI-125 PVC AMESBURY OR MINNB M22 - VARIES HI-FLO WEEP COVERS Y • Min - product Control ` g u a w . . �5 S2 - 2 OR 3 PER CORNER / 10 X 1 1/4" LG. PHL PH. SMS, ST/ST. ASSEMBLY SCREW - - $ lI h 8 1,1, i 143 }' I S3 - 1 1/4' EMBED. j 8 X 11/2' LC. PHL. PH. SMS. FIN ANCHOR SCREW - - AATIli111, A 54 - 4 PER W0. 4 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - �� -^ A7/� Ni1^`:...... /� S5 2 PER WO. % 8 X 1' LC. Fit SMS. ST/ST. SPIRAL B. ASSEMBLY - - DEN4'' S6 - - / 6 X 1/2' LG. FR. SMS. 0 CGI-133 & CAM LOCK - - �' 58 - 4 OM. RAIL 10 X 4' LG. PHL, PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - Z `•2 SB - 2 PER ANTILIFT / 10 X 5/8" LG. PHL PH. SMS. ST/ST. ANRLIFT SCREW - - 1- 16 ; 4r • = �•'/ : ! AY 1 1 201. 'i,�ss. •, 7A,;ANAIA�AAA 7E OF '• : • ORID.►.•.•0c L drawing no. W 10-18 sheet 9 of 11 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • ••• • • •• • • • • ••• •• • •• • • •• • • • •• •• • • • • • • •• • • • • • • -2.440 2.440 2.113 i •• • • • • 1.15 • • ••• • .065 .490 .120 4 V �1A COMP-ANL\W10-03CGI) • ••• • • I r- ••• • I • • 1.550 • I + 1.660I--- r- .705 .--I .864 .050 ttP. .705 �- .050 1TP. .864 q �$ 8 71 �j g a S g E NW X' O C. a Q �ppl Nrm„ V G i g g l o O eg1 gloat, 111 3 F%ii .5681 Q W 1y Qr • • IT• • • 5.220 • • . • • 1.007 2.846 2. 01 085 ~ttP. 1.301 ! ! 1.601 2.348 .065 TYP. • 1."..E1 8.050-1 5/16" GLAZING BEAD 0.700" GLAZING BEAD • • • • • • • • 4 a • • •O65 • UP. • • • •36w t1EETIIQG IAIL • • • •.7 • • • • • • • • • • p1.155-.. 1.155 • • • • • 1.395 ® NAIL FIN ADAPTER 1.395 1.449 O FLUSH I 1.015 `r • •• FRAME HEAD ® FLANGE 1.015 -- FRAME HEAD • r.180 1 293 ---1.496-- 050T .065 .080� -T 1.015 1.015 1.788 .065 TYP. 2.264 + 5 A!3 FLUSH FRAME COVER 1.413 M2 SCREW COVER 1.140 1,140 r i.OI1 5 I(L'i-``_�J'I1 EA 1.220 4,430 3.685 065 .085 TYP. 2.885 I .080 , TYP. SILL FILLER �� 3.930 3. 85 ` R n85 ^ g CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 - E5 LOCK 1.043 RAIL -1.788- 1.450 180 c.- i •--.., e e .5503- ® FLANGE -� � ADAPTOR 2.440 ® FLANGE FRAME SILL 2.440 E2 FLUSH FRAME SILL ' S 065 t 01 ly� 2 310 1� i20 2.737 j�-2.737 ® ALT. 1.043 LOCK RAIL -- 2,505 .065 ttP. 2.613 2.505 ,� O85 n r 2.613 1 cRgg o ai c rprp'' rBrB FNn f� yyy1� 4g4= {yyyy�� u 33.237 1.892 .065 TYP. 2 195 .500 • .991 - 1.000 --.991--• 1.015 FA 2.737 ID FLUSH FRAME JAMB (MOVING) FLANGE FRAME JAMB (MOVING) u 1.043 HANDLE RAIL .811 .811 ��•mnnn oo86oas 2.505 .065 ttP. 2.505 .065 TYP. Y p c c . 1.025 o .--. � ---+ E, k• `1111111iii � ... PRODUCT REVISED g ` Bulhling lyogewith the Floride - .• NOA-No. 15-0928.13 - , /7 ' GEN .. •.7,-:2 •y f • , F 1.015 1.015 j ,065 1.395 .745I + ei FLUSH FRAME .500 1.245 JAMB (FIXED) ® FLANGE FRAME -1 JAMB 1.000 745 (FIXED) 8 1.015 SASH RAIL Expiration Date 09/22/2020 %� pTE OF .. � drawing no. W 0- } 8 . �ORID>,`. \�‘ tBAY 1 1 20 "" 1G�` Mle - de product Con r�r �S�O ii iiilw `�` sheet 10of 17} • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• VENT TOP/BOTTOM CORNERS • ••• • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • •• ••• •• • • ••• • • •• • • • • •• • • • • • • • • . • • • FIXED Mt, RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09122/2020 By Mlaml-D Product Control (011"V 1 a O e 8 8 d 8 2 drawing no. W10-18 aheet11of11, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami,'Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01 Rev N, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite, glass / sill types and anchors. Lower Design Pressure shall control. The XX door in sheet 1_3 is a standalone unit. 2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly. •• • • •• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 3. Sills (threshold) types SS-1 & SS-2 are not rated for water infiltration. See thresholds (siINACtglass t 'pe A1(True •. •muntin) limitations notes, in sheet 6. Lock 10D or 10E is limited to max 38-9/16 W x 94-:•718I-door. •.. • 4. See Partial 7/16" & 1" Composite panels in sheet 6. Narrow stile sidelites are limited to 1&'•oriless. 5. The frame are of alternate size must not exceed 125 ftz, nor panel tested area and max. Pl4rejght. •.... • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, c ty;state and slrilin 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 ttereehas 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 reviS'rflpbrchange .• n the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any.g%liuct, for • sales, advertising or any other purposes shall automatically terminate ibis NOA: Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 1 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 themranu€acturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . - This NOA revises & renews #14-1103.08 consists of this page 1 and evidence pages E-`1 &'E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED .€ NOA No. 16-0329.04 Expiration Date: November 09, 2021 Approval Date: June 30, 2016 Page 1 • •• ••. • . • • • • • • • • • •• • • • • se • •' •`'�� Od��° • • St cr'tP. e ,4,,, , ,,,„ ,,.., ,,, ,s. ,b0 el. ,e,..,,,, to e J i, �, e\, oy eis nv- c • •` i `-'�� e eV' 0 V� • •.. • i�•`'e�\`.%6)•,e' 00 Gt- Vs '� ;; �� ,,,,, r° ice •' �' �e `�� o'' P' .fig. �f 0 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W98-01 Rev M, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #14-1103.08 /#12-0706.03/#11-1025.02/#09-0723.04) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham. P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02-450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham. P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... • 2) Uniform Static Air Pressure Test, Loading pet F$C~TAS�202,94 • 3) Water Resistance Test, per FBC, TAS 202-94 • • • . . • . • • 4) Large Missile Impact Test per FBC, TAS 201; �• • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203.94 •.... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2112-94. • • • • • • Along with manufacturer's parts and section drawing marked -up drawinVbT2lumiiiii't$'out/in swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Rep q. HTL- � 1055 • (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 testedpei PA2A2-S4, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and se le 1 by limotoy S. • Marshall, P.E. • • • • ••••• •Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. isle-c\ .(1„� haq I. Chanda, P.E. Product Control Examiner NOA No 16-0329.04 Expiration Date: November 09, 2021 Approval Date: June 30 , 2016. E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue): 3. Reference Certified Testing Laboratories test report # CTLA 3056WA, issued to CGI Windows & Doors Inc. pert TAS 201, 202 and 203-94 for specimen #1 thru #30 for laminated PVB glass, insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS (Submitted under files #14-1103.08) 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E. 2. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated SUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # 11- 1025.03) 3. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers wI PET Core", expiring on 12/11/18. • • • • • 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (1V?A • • . (Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interla3 ers: expiring in •• 05/21/21. • .... •.•• • • F. STATEMENTS (Submitted under files #14-1103.08) • • • • • • • • 1. Statement letter of conformance to FBC 2014(5th Edition) and letter o D:finanezar • • interest, prepared by Al Farooq Corporation, dated 09/30/14, signedj,sgaled by lavad Ahmad, P.E. • •• • • • 2. Lab compliance and addendum letters, as part of the above referencg1 te.sat.reports. G. OTHER 1. This NOA revises & renews #14-1103.08, expiring on November 09, 2021. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal # 10-0940, dated 11/17/10 approved by BNC. . . • • • . . E-2 .. . .• • • . . ••• • 1s .LL Ishal I. Chanda, P.E. Product Control Examiner NOA No 16-0329.04 Expiration Date: November 09, 2021 Approval Date: June 30 , 2016 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • TYDICAL .=L VATIO\S 0 or 6 7/8" 38-9/16" FRAME WIDTH 6 7/8" D.L. OPG. WIDTH OUT Na G FRAME HEIGHT NOM. PANEL HEIGHT / I!1 / /. v OUTSWING \ '/ L CTI VE \ NOTE EGRESS REOUIREMENTS TO BE .REVIEWED BY BUILDING OFFICIAL. LOC .6 b8TIONS SEE CHA-V SHEET 1.1 LH CONfIGURATIO S'SHOWN RH SIMILAR SADDLE SILL 0 SERIES 450 ALUMINUM OUTiIAING GLAZFiA DOORS WITH OR WITHOUT SIDELITES • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • 7 FRAM 11 1/4" D.L. OPG. 3 D.L. OPG. WIDTH WI�ill / A \\ v; / ACTIVE \ INACTIVE 149" 6 7/8" TESTED FRAME WIDTH TESTED FRAME HEIGHT )K // C/ /> \ v D.L. OPG. I� WIDTH // . /43 // 3 ACTIVE YA INACTIVE MAX. FRAME WIDTH MAX. FRAME AREA LIMITED PER FBC 2014 MULTIPLE SIDELITES W/ DOORS WITHIN TESTED FRAME AREA ARE AVAILABLE (SEE SHEET 6) 125 S0. FT. TESTED FRAME AREA x 0 • • • • • 113-1/16" •• • •, •• ••• • • • EEGS}} E''••K�•• •• • E :Hl •1.• • • • • • FRAME WIDTH • •�•• • •• •4• • • • FRAME HEIGHT • • F --• �• // / / / ./ \� I I s i // / / // // ACTIVE OXO FRAME WIDTH CX> FRAME WIDTH CXX> DOGR/SI➢ELITE PANEL WIDTH D.L. OPG. WIDTH 26-9/16' 50-1/2' 23-3/4' 12-3/4' 32-9/16. 62-1/2' 29-3/4' 18-3/4' 38-9/16' 74-1/2' 35-3/4' 24-3/4' 44-9/16. 86-1/2' 41-3/4' 30-3/4' FRAME HEIGHT DDEk/SI➢ELITE PANEL A HEIGHT D.L. OPG. HEIGHT 82-3/4' 80-7/8' 67-3/8' 84-3/4' 82-7/8' 69-3/8' 90-3/4' 88-7/8' 75-3/8' 96-3/4' 94-7/8' 81-3/9' 102-3/4' 100-7/8' 87-3/8' 108-3/4' 106-7/8' 93-3/13' 114-3/4' 112-7/8' 99-3/8' 120-3/4' 118-7/8' 105-3/8' HEIGHTS FOR STD. THRESHOLD LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2.8125" /RODUC r REVISED as cassabas' w'h tat Floral. Nougat Cade Accep:aaee No /C-o 329 • v V & arotted Date_ Nov et,]n21 Nelt P/Ud8et Cadre. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014 FLORIDA BLDG. CODE. 2, DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD FROM SHEET 6 AND LOCK OPTIONS FROM SHEET 1.1. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS ON SHEETS 1.1, 5 & 6. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 & 7.1) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY ON SHEET 5. 7. LOWER DESIGN PRESSURE FROM LOCKS CHART, PANEL PERFORMANCE CHART, MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND MTG. STILE ENDS SHALL CONTROL THE ENTIRE SYSTEM. 8 MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1TUIIC4117777// • DWG. NO.: W98—01 N �.vsF revis;ons: R 100214 L 04.1015 N 0513.15 N 00.21.16 N0 CHANGE 11S SHEET NO alma IRIS SACS REV. PER REP C0IW9rs NOTE AXYL CG\ Wlndowa end odors, Inc. 10100 northwest 25 street miomi, florid° 33172 product Series 450 Outswing Doors & Sidelites date 10-20-97 sheet 1 of 7 • • ••• • • • ••• • •• • • • • •• •• • • • • •• • •• • • • •• • • •• •••• •• • • •• • • •• • • •• •• • • • • • • • •• •• • • • • • TY CAL IL VATIO\S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) 38-9/16" MAX. FRAME WIDTH TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) g N X OR 0 OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2.8125' GI 3 POINT LOCK 0 0 LOCK OPTIONS AND CAPACITY 10A 10AA 10B • VCAt1 JCC IOD 2• 1OE • • • 10 F • • FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 84-3/4' 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 :0.0 70.0 = 0.0 ip.0 90.0 108-3/4" - - 100.0 110.0 100.0 110.0 ..65J. -• -• •- • • •- 6 96D 120-3/4" - - 70.0 70.0 70.0 70.0 - • .• • • • • • • 6..0 74-1/2" MAX. FRAME WIDTH RESIDENTIAL HARDWARE 10A COPPER CREEK W/ COI 3 POINT 10AA BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 100 BALDWIN SINGLE POINT LOCK 1000 COPPER CREEK SINGLE POINT LOCK 10D DOR-0-MATIC SERIES 1090 10E : JACKSON SERIES 2085/2065 10F : SURFACE MOUNTED LOCK z 0 0 0 3 74-1/2" MAX. FRAME WIDTH REGENT "OMMERCIAL POINT LOCK XX • •••• • • • • •• • •• • • •• . • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • •• COMMERCIAL HARDWARE HINGE LOCATIONS MAX, FRAME HEIGHT NO. REO➢. MAX. SPACING UPTO 90-3/4• 3 35 1/2' ABOVE 90-3/4. UPTO 120-3/4' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION 41 agg • • 152" MAX. I,FGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) FRAME WIDTH CG1 DOORS (SEE SHEET 1) Q Alt��-• t'1 / // / `\ TI / i ,/ //,/ / '/ © FIXED FIXED 5\ 0OXX PRODUC f REVISED as samaras ado t Fbtlda bwdf• 6••• Aetapt••te W /-632q•6y Expiration 4te /(!� '2 1 6 �S lxa � Lx4gy je. Stir DWG. NO.: W98-01 • cza Windows and Doors. Inc. 10100 northwest 25 street miomi, florido 33172 product Series 450 Outswing Doors & Sidelites dote : 10-20-97 ,sheet 1.1 of 7 BULB VINYL CGI-382 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer Soflex CP With PET Core Sofiex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 0R OR 090" Interlayer ' .090" Interlayer SentryGlas SentryGlas By 'Kuraray Americo, Inc. By 'Kuraray America, Inc.' 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS BULB VINYL CGI-382 c SIL CONE GE-1200 DOW 995 DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1/8", 3/16" 0R 1/4" TEMP. GLASS AIR SPACE BULB VINYL CGI-382 3/16" ANN. GLASS .090" Interlayer Sofiex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Butocite PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREW° GLASS i 0 (4 III ` SILICONE r',1, SILICONE GE-1200 GE-1200 DOW 995 DCW 995 DOW 899 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 1/8", 3/16" OR 1/4" TEMP. GLASS -AIR SPACE 3/16" ANN. GLASS .075" Interlayer .090" Interloyer Sofiex CP With PET Core Saflex Clear And Color Gloss By 'Eastman Chemical Co.' By 'Eostmon Chemical Co.' OR OR 090" Interloyer .090" Interlayer BULB VINYL SentryGlas BULB VINYL Butocite PVB CGI-382 By 'Kuraray America, Inc.' CGI-382 By 'Kurarcy America, Inc.' BULB VINYL CGI-382 090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE-1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANFI XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' 0R SUPER SPACER BY 'OUANEX' 3/16" ANN. GLASS 3/16" ANN. GLASS GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS � m � g SILICONE GE-1200 DOW 995 DOW 899 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL 6Y 'CIUANEX' OR SUPER SPACER BY 'OUANEX' 3/16" HEAT STREN'D GLASS 4�jII 3 0 e N .4,_ V ■ iw. •• • • • • • • • C6.ASS•T4PE '81' • 1"•OVERALL•INSUL. LAM. GLASS • • • • • G ••••• •• • •AZ1�1�•OPTIONS ••r_••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SILICONE GE-1200 DOW 995 DOW 899 BULB VINYL CGI-382 .090 ALUMINUM SHEET 3/4" PLYWOOD -.090 ALUMINUM SHEET SILICONE GE-1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL GLAZING STOP OPTIONS CG -375 CG -395 .C_GI-504 672 I 060 .742 L CGI-519 d I m.D80 m •—JJII .744'M- CGI-515 DOORS AND SIDEUTES CAN BE GLAZEC USING SQUARE OR OGEE GLAZING BEADS/ADAPTERS PRODUC r REVISED es erplyNl$ wft the Flork6 Nods' C.& Aeeepts•s*Ns i4-0521•44 Espirr.. ate 1 f j 5 111 t WOO L ,iadn'tCostrei DWG. NO.: W98-01 • CG\ windows and Doors. Inc. 10100 northwest 25 street miomi, Ilorido 33172 prcduct : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.2 of 7 74 1 /2" (TESTED SIZE) 4 1/4" 24" MAX. FRAME WIDTH 3" !o— 3" 3" 24" MAX. 4 1/4" FRAME HEIGHT 82 1/8" PANEL HEIGHT 12" MAX. 6" JAMBS '^ i I 1 v• cn 24 3/4" / N 68 5/8 12 ql / { / 10AA \ \ O3A \ cr3 M ^` N o j/ // / N /ro / Vy Pi INACTIVE J ACTIVE ao ( \ n 1 m HAGER SS HINGES 35-1/2" MAX. PANEL WIDTH NOTE: THIS UNIT IS STAND ALONE UNIT TO BE USED AS 0e Wiet. itOUT•SWINC,i TO JHE•MAX•$IZE SHOWN. WITH GLASS TYPE 'A' AND LOCKING MECHANISM /OAA' (BALDWIN' 8]00•DE 1BC•.T •/ tGl 3 POINT LOCK) AND 'S-0' THRESHOLD 507. • • • it , 0 • • • • THIS UNIT CAN NOT BE USED WITH SIDELITE OR MILL•ED. • • • •• ••• •• • • • •• LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE: •IT)• • •— 1 39.e•pS� • • • •� �V • i• • • • LOCK OPTION CGI 3 POINT MECHANISM W:WIN 4IE5%200 D• E:D LT GLASS TYPE 'A' J IDAAJ LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. • • • • • • • • • • • • • • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 1/4" 3" 38 9/16" FRAME WIDTH 24" MAX. PANEL HEIGHT 0 7/8.. 32 1/8" 32 1/8" 9 7/8' / / / / / ,/ e 37 5/8" / LOCK CL/ 5 1/2" \ ACTIVE PRODUC f REVISED as co•ptyht with the Pictis & bwdint Cade ',Wei/Vane N• --A O V Eapirarine Ineu /t/r 5/21 Mr r' P.M ect CotliW DWG. NO.: W98-01 CG\ windows and Doors, Inc. 10100 northwest 25 street miami, Hondo 33i72 product : Series 450 Ouiswing Doors & Sidelites date : 10-20-97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" FRAME WIDTH 24" 6" 24" 3" MAX. H-0 MAX. 4 1/4" 4 1/4" PANEL HEIGHT J- 3 // 1OD OR - ?OE ACTIVE CONCEALED VERTICAL ROD / / / / / ACTIVE 0 rn SS 4 35-1/2" MAX. L 2 7 1/4 PANEL WIDTH DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.(+) INT.(-) 96-1/2" 74-1/2" 70.0 70.0 84-1/2" 74-1/2" 80.0 80.0 38 9/16" FRAME WIDTH 3" _ 24" MAX. H-0 CVR PANIC HARDWARE 0 x a rn tin co 3 g CONCEALED VERTICAL ROD / / / / 10D OR 10E ACTIVE K-4 ••• ••• • • • • • • • • •• • •• •• • • ••• • ••• • • . DOOR NOT RATED FOR WATER INFILTRATION RES STANCl OUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET j.Z • • • LOCK OPTIONS I10D I AND I 10E) • •• • •• •• • • • • . • • ••• • •• • • 4 .• • . • • • • Lev - • • • • • • • • .� • • •• c•+_ Se ••• • • • • • ••• • • • • • • • • ••• . . • • • • • • •• • • • •• •••• ••• • APPROVED PANIC HARDWARE FOR DOORS DOR-0-MAT!C SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE 0 U z Z U aQ ma 4N O� x aw z w0 In 7 1/4" `� 11 IIIIm Jpp 7• 7592, 4 - /S• RIPa.Ga� ''( 'ONALIE\i/ 7 1/4" PRODUC f REVISED as maid** with the Markle Ate WNW No /6-a_321. j EiyfrrY•`Daalle if /1 1.2.1 !71W IO'emaY Coaled� DWG. NO.: W98-01 • CG\ Windows ona Doors, Inc. 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswinq Doors & Sidelites dote : 10-20-97 sheet 1.4 of 7 BILL OF IvATEIALS ITEM 1 12AI (2Bl 12C 3 141 5 7 8 9 I101 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8-16 FULLY THREADED CONTINUOUS ROD 3/8-16 HEX NUT 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 0 CENTER OF PAIRS SPACED 6" 0.C. & 24" 0.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 19-3/8" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM—TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) IOAI 110AA1 I10B1 110C1 10CC 10D1 110E I10F1 CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MQpJIS64QC� • SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. • • • • • SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D8 a • • • • • DOR-O-MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. • JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED•VERTIC.LL ROD ••• •• EXIT DEVICE SEE SHEET 1.4. • • • • • • • • • •• • CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BCkTS A. ACTIVE•I6EF•• (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 11 12 [131 14 1 17 18 1 19 EXT. • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • •• •• • • • •• •• ••• HAGER 4 1 /2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1 /2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE-1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1 /8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXTRUSION LIST 500A, 501, 502. 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063—T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063—T5. PRODUC f REVISED eewepI1I•I with Ibe FMreAt Wein �,ese• o I L-0321.&j Ei_k••e• DNe // z/ (1.4.“...1.- Mr.sie Po, Aeduer Cwent DWG. NO.: W98-01 • Ca\ Windows and Doors, Inc. 10100 northwest 25 street miami, florins 33172 product Series 450 0utswing Doors & Sidelites date : 10-20-97 sheet 2 of 7 d .125 .750 �J t 1.034 4.462 u l�u _ anb .100 2.082 CGI-507 D00R FRAME HEAD/SILL p- 1.250- { .750 .100 r-- 4.562 .150 .125 CGI-509 FRAME JAMB/MULLION CG —510 SIDELITE MULLION .465 .075 L I .063+i } CGI-508 FRAME COVER 2 356 1.812 CGI-5 1 JAMS COVER �1.102 CGI — 503 NARROW SIDELITE STILE 5.777 .656 CGI— 505 ASTRAGAL [.fLSZ51S r CGI-501 BOTTOM RAIL 7.312 CGI-502 JAMB/LOCK/SIDELITE STILE 1.844 CGI-500A TOP RAIL CGI-540 5.17E CGI-539 SADDLE THRESHOLDS r1.844� 712SZ�L5 CGI-514 HORIZONTAL MUNTIN ••• ••• • . .• • •• • • • • • •• • • • •• • • • . • OOOOOO •• • . . •• ••• •. ••• • Rg- fitt ••• ••• gi„ • • egg • • . • • • • • • • • • •• •% • • • • • • ••• •• • •� • • •ti"r� •• • • i ••• • • • • • • • ••• • • . • • • • • • •• ••• • • ••• •• • •• • . • ••••. • • ••• • • g M d .065 m "```11111 I F..754778 Fes- CGI-504 1.672t-- CG —375 CG —396 .742 CGI-519 0 CGI-515 .080 PRODUC f REVISE! w etwp7Yl with the lledde BWish C. Amputee* N• /lead 375'. 6 S Espindr Cote f//5'/ Z./ q /S.LL...-.-\,.— Mt tn' t1.* $'.odect CoetM DWG. NO.: W98-01 • EL windows and Doors, Inc. 10100 northwest 25 street mlomi, floride 33172 product Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 2.1 of 7 cc 0 w W 1/2" Bol t Assembly Rod Keyed Cylinder/Deodbol Assy. TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3—POINT LOCK Bolt Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Connection Wheel 2< 0 w w Flush bolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 #10 x 3/4" PH SM #8 x 1/2" PH MS Flushbolts (Inactive Panel) • •• •• .. • • • • •• • •• • • •• • . • •• ••• •• • ••• . • • . • • • • • • • • • • •• • • •• • • ••• z Bolt Tip Threaded Rod 2< 0 twricl W Keyed Cylinder Deadbolt Assembly Actuator Arm • • •• • • •• • •••• EI T , CIMM CI • • • •. • HP'• • Actuator Arm • ••• • • • • ••• • • • • • . • • • •• • • ••• • . : • •••• •• •. •• •• • •• •••••• • ••• • • bag 1/2' Bolt Housing Bolt Tip 0 W W TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS Surface Mounted Activator SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT PpODUC f RS tMeDF oddu 11 {Pad' A�eep'•ee No � --6 .G � Eipnd" 1l'te_ s7L Z/ 64 r' 1�„pe— 1Trodret c"aa DWG. NO.: W98-01 • MIL Window® Ond Doors, Inc. 10100 northwest 25 street miomi, florldo 33172 product Series 450 0utswing Doors & Sidelites dote : 10-20-97 sheet 2.2 of 7 . . • •• ••• •• ••• • #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Bottom Bolt Bolt Guide 1/2" Dor—O—Motic 1690 #10 x 1/4" FH MS #10 x 1/4" FH MS • • • • • •• • • .. . . •• • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • •• •••• • •• • • •••• • • • #8 x 3/4" FH SMS 1/2" Strike Plate Top Guide w/trip release Top Bolt Bottom Bolt Bolt Guide /RODUC r REVISED p to•pMR wk tie Florida iadiaz Cm la Atteptaaee No fL-04 ZI• tl u Casks/Wm late ///ifyy/ Ma m▪ a' Dad /predaet Costtol Jackson 20861 #10 x 1/2" FH MS 1/2" . #10 x 1/2" FH MS DWG. NO.: W98-01 • EWflL windows ono/ Doors. Inc. 10100 northwest 25 street mi°mi, florid° 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 2.3 of 7 F-- 0 L0J LoJ Q Lt LL 1X4 PT WOOD SEE NOTE BEL f DIA. ULTRACON :OM ENDS AND 24" O.C. ( f i I I (�TEgQM TE & SINGLE UNIT ANCHORS) SEE SAEET 1 FO• DOU: E DOOR ALHOR 1 i l 'M TING Q1 Wii:111 EDGE t 1 i 3i I SI CONQ. 1•I 125- 100 J SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) TYPICAL 1/4" DIA. ULTRACON a SEE SHEET 7 Akin Ete DISHKSI NCR Met OPTIONAL INSTALLATION INTO 2X4 PT WOOD TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON 0 6" FROM ENDS AND J 19-3/8" 0.C. FOR LOADS UPTO 70 PSF 14-1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 2-1/2" MIN. EDGE DIST. OPTIONAL INSTALL INTO 2X4 PT WO,g SEE NOTE BEal/ NOTE: 1X*.0Z f'=,S BUCKS NOT BY CC! #12 SCREWS MUST BE PROPERLY SECURED AND -3/ END MUST SUSTAIN LOADS IMPOSED 0 6" DFROM ENDSOAND6• •o.c.N • OLA•ING 6YSTCM• •• (INTERMEDIATE & SINCIf UNIT ANCF&RS) • • • • • • • SEE SHEET 7.1 FOR DOUSE D0014 MEETING STILE ANCHORS • • • •• • • • • • •• ••• • • • ••• •• NOTE: ALL JAMB RNCHOR•CONDITt►ONS SHOWN O�J SHEETS 3• 4 AN:5 MAC BE (ORSCTLY • • TO MASONR7' WIT•I 1 /•4" P4. •:H:v1 •SP WITHOUT Gi4lATICII•IN CAFAOITS. • • • ••• • • • V.�'•I rLpFp •.''oo S NAL 5y 1 1X4 PT WOOD 509 1/4" MAY. SHIM 511 4.852 PANEL WIDTH J 0 FRAME WIDTH TYPICAL JAMB ANCHORS 1/4" D1.4. ULTRACON 0 6" FROM ENDS AND 19-3/8" 0.C. FOR LOADS UPTO 70 PSF 14-1/2" 0.C. FOR LOADS ABOVE 70 PSF 2-1/2" EDGE DIST. EMBEDMENT INTO 2BY WOOD BUCK = 1-1/2" ••• • • • • ••• • • • • • • • • � ••• • • • •� ••••••• • •• •• 2X4 PT WOOD SEE NOTE BEL.W • • • ••• • • • • • • • • • • • • • N 10.02.14 L 04.10.15 M 05.13.15 N 03.21.15 N0 CHANGE THIS SHEET NO cWNGF TH6 SHEET REV. PER RER COMMENTS N0 CHANGE THIS 910 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 504 375 EXTERIOR 13 OR PRODUC C REVISED •timeli R y1.g 10 de the FIoo Acc.Weeee No O Z Eette E&Permits Dote b ,. 4*.✓q,eb 1••Ir1Ca••al 16 DWG. NO.: W98-01 Windows and Doors. Inc. 10100 northwest 25 street miami, fIorido 33172 product Series 450 0utswing Doors & Sidelites date : 10-20-97 sheet 3 of 7 INTERIOR EXTERIOR ASTRAGAL REOD. FOR WATER RESISTANT DOORS WITH SILL S-0 ONLY LOCK STILES WITH WATER RESISTANCE INTERIOR .688 502 673 1 1 EXTERIOR A) 502 9 II INACTIVE OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 502 SOI INACTIVE — OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 LOCK STILES WITHOUT WATER RESISTANCE ••• ••• • • • . • . ::• •• • • • • •• ••• • • • • / ` 92 ;kV L • • . ▪ e • ' � •, • • • • i = i •ot1 41 • . • • • • • .. • • • • • • • • •.• PRODUC f REVISED es easeplying betli• with the P ofld i Aeee•tuee No L-e 29.oy Ei►kgY• Date e• •' fled eebet C••11e1 DWG. NO.: W98-01 • CG\ Windows and Doors. Inc. 10100 northwest 25 street micmi, florido 33172 product : Series 450 0utswing Doors & Sideliies dcte : 10-20-97 sheet 3.1 of 7 • • • • • • ••• ••• • • • • • • ••• • • • • •• • • • • • • • •••• • • • ••• • • • 000 • ••• • 511 502 DOOR PANEL WIDTH DOOR FRAME WIDTH THIS SILL IS NOT RATED FOR WATER 25 ADA SADDLE EXTERIOR SWEEP 500 MULLION #1 2.878 1.250-• 1.250-- 511 O ! 7 502 {- 4.812 EXTERIOR @ \-SEALANT THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD EXTERIOR r-540 5/16" DIA. ULTRACON 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DIST. 0 6" FROM ENDS & 24" 0,C. AND 3" 0.C. AT MTG. STILE LOCATIOh1 SEE SHEET 7.1 FOR CAPACITY 750 /�'—' SI CONCRETE �� E E D T 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1'-6" WIDE OR SMALLER. SIDELITE PANEL WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH .125 4.125 1/4" DIA. ULTRACON 1-3/4" MIN. EMBED 0 5" FROM ENDS & 24" 0.C. AND 3" 0.0 AT MTG. STILE LOCATION SEE SHEET 7.1 FOR CAPACITY 511 CONCRETE 0R • SONRY /4" MIN. EMBED U I REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 539 •• ••• • • • • • •• • • • • • • • • 3 NSI .080 0 • • .• • .• • • .• • • a g g �'' VGENBic'•.,, 0592 11J2 • r'1/11111101 • • • r'RODUC f REVISED n eaaplyl.g with tie nark)* balding Curie Accept*.No /S-49.5 r Accept**. Rgtrhte. Dole t//4/3-) e • • �. lsl•.-`) I • L �� w (e• • 14 RA' WAY Ends. Called • • ••• ••• • • • • ••• • • • • • • • • • • • • • • • • • •000 • • • 000 •• •• TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON D 6" FROM ENDS AND 19-3/8" OD. FOR LOADS UPTO 70 PSF 14-1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF 2-1/2" MIN. EDGE DIST. 3 DWG. NO.: W98-01 • VG\ Windows and Doors. Inc. 10100 northwest 25 street miami, florid° 33172 product Series 450 0utswing Doors & Sidelltes date : 10-20-97 sheet 4 of 7 511 MULLION TYPE 1 WIDE STILE -WIDE STILE 502 ,675 1.916 4.812 SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR i .675 MULLION TYPE 2 W9DE STILE -NARROW STILE 502 4,812 SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR MULLION TYPE 3 NARROW STILE -NARROW SOLE 503 EXTERIOR SIDELITE PANEL WIDTH r1c50 511 502 4.812 .125 675 F• SEALANT EXTERIOR SIDELITE PANEL WIDTH 511 511 1.250 511 H 1511 1 250-- 675 1.918 EXTERIOR Ef FIXED PANEL WIDTH PANEL WIDTH PANEL WIDTH FIXED PANEL WIDTH 1.250 o- 1.250 WIDTH (W) = DOOR PANEL + FIXED PANEL + 1.250 2 LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6 OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL SIDELITE PANEL WIDTH 503 1.918 i25 1.G6z SIDELITE PANEL WIDTH • • §� 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS .• •• ••• • • ••• • •••• • •• . • . . • ••. - • No. on lib fit • 7 'lil;•'(9� ititi : s • /si®N46.t-,` • MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) FRAME HEIGHT EXT(+) INT.(-) EXT.(+) INT.(-) EXT.(+) WT.(-) 1/6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 100.0 110.0 2/6 82-3/4' 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 100.0 110.0 - - 3/6 94.2 94.2 70.0 70.0 - - 1/6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 100.0 110.0 2/6 84-3/4" 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 100.0 110.0 - - 3/6 94.2 94.2 - - - - 1 /6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 70.0 70.0 2/6 3/0 90-3/4" 100.0 110.0 100.0 110.0 - 100.0 110,0 70.D 70.0 - - 3/6 94.2 94.2 - - - 1/6 100.0 110.0 100.0 110.0 100,0 110.0 2/0 100.0 110.0 100.0 110.0 70.0 70.0 2/6 96-3/4" 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 - - - - 3/6 599 59,9 - - - 1/6 100.0 110.0 100.0 110.0 100.0 1100 2/0 100.0 110.0 100.0 110.0 - - 2/6 102-3/4" 100.0 110.0 100.0 100.4 - - 3/0 96.9 98.9 - - - - 3/6 59.9 59.9 - - - 1/6 1000 110.0 100.0 110.0 100.0 110.0 2/0 106 3/4" 100.0 110.0 100.0 104.1 - - 2/6 98.1 98.1 70.0 70.0 - - 3/0 82.9 82.9 - - - - 1/6 70.0 70,0 70.0 70,0 100.0 110.0 2/0 114-3/4" 70.0 70.0 70.0 70,0 - - 2/6 70.0 ' 70.0 - - - - 3/0 70.0 70.0 - - - - 1/6 70.0 70.0 70.0 70.0 70.0 70.0 2/0 120-3/4" 70.0 70.0 70.0 70.0 - - 2/6 70.0 70.0 - - - - 3/0 59.9 59.9 - - - - • PRODUC r REVISED • et complyM{ with the Florida boteial GYM Aeeepeaue No -0 2 •0 Y Expiration Do r 7r,g 2,I •ti IsL`_� ,•Ll_•• • ism' DedProdsoCooltol • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • ••�• • • • 00 00 000 • • • 000 • • DWG. NO.: W98-01 • CZ11 Windows and Doors, Inc. 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 I sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & '81' FRAME WIDTH (X) FRAME WIDTH (XX) FRAME HEIGHT EXT. (+) INT. (-) EXT, (+) INT, (-) EXT. 0.1 INT. (-) 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 82 3/4 100.0 110.0 70.0 70.0 90,0 90.0 100,0 110.0 70.0 70.0 90.0 90.0 100.0 110,0 70.0 70.0 90.0 90.0 94.2 94,2 70.0 70,0 90.0 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62 86-1/2' Ba� 9 ! 1 100.0 • 110,0 70.0 70.0 90.0 90.0 �iS00'0�' eHA�Q4r!'7 _,. 100,0 110.0 70.0 70.0 90.0 90.0 94.2 94.2 70.0 70.0 90,0 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 90 3/4 100.0 110.0 70.0 70,0 90,0 90.0 100.0 110.0 70.0 70,0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90,0 / 94.2 94,2 70,0 70,0 90,0 90,0 li 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 96 3/4 100.0 110.0 70.0 70.0 90.0 900 lt�J 100.0 110.0 70.0 70.0 90.0 90.0 H 1 100.0 110.0 70,0 70.0 90.0 90.01 59.9 59.9 59.9 59.9 - - 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 102 3/4 IUD 110.0 70.0 * 70.0 * - t1 - 100.0 1100 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.D * - - L+� 59.9 59,9 59.9 * 59.9 * - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 108-3/4' 100,0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70,0 * 70.0 * - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 114-3/4' 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70,0 70.0 * 70.0 * - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 120-3/4' 70,0 70,0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 *. * 70,0- - ARE FOR LOADS OWNA ,0IN ANY CONDITION AND55 &RSE WDOORS HERE WATER INFILTRATION REOU REMENTS ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. 507 V OUTSWING NOT RATED FOR WATER RESISTANCE 0 540 NOT RATED FOR WATER RESISTANCE OUTSWING (SADDLE! RESIDENTIAL (SADDLE) 0 FRAME WIDTH !PANEL 'WIDTI:1 FRAME MD' DOOR FRAME HEIGHT FRAME WIDTH PANEL WIDTH PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR/SIDELITE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. � • • •• ••• •• • • •• • • • • • • •• • • • •• ••• • • ••• • NOTE: • •GOVCAPACITSES OND THIS SHWT ARE • •BASSO ON AsTM•E1 00-09 (i SEC.•G•t•STS) • • •AND•FLOIIIDA i IILEING:CQMMSSION • • • DEC ORATORY Si1TF•MEST LuCA�S-DE!-219 •• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • ••••• • • • • • • ••• • • • • •• •• • • • • • • • PRODUC f REVISED es Complying whit i&e Floride biding Code Acee.. eNo /L-/ 29. vie E*Pvetien Dnic 6 /M.-.y I.Ll�,�� llitaei A*Mred•etCentivi ro,"u Z Fig !Pi o. 81r gal COMP -ANL\W98-01 CG) FAX. (305) 593-6592 8 a" 8 drow,ng no. W98-01 sheet 6 of 7 SIDELITE MULLION ANCHORS - SEE CHART THIS SHEET 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL 0 x i1I11111 MTG. STILE ANCHORS SEE SHEET 7.1 3" MIN. TYP. ANCHOR SPACING _ (11 I I 1 I l CLUSTER OF HEAD ANCHORS 3, 4 0R 6 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR (6) 3 AT SIDELITE 3 AT DOOR SEE CHART FOR CAPACITY - - - .„ •7- 11 19-3/8" MAX. LOADS UPTO 70 PSF 14-1/2" MAX. LOADS ABOVE 70 PSF TYPE 8 MAX. PANEL HEIGHT // , / \ '/ ' // / // --, r1• FIXED PANEL WIDTH 250 PANEL WIDTH FIXED PANEL WI➢TH PANEL WIDTH 1.250 WIDTH (W) - DOOR PANEL + FIXED PANEL + 7.250 2 ANCHORS: TYPE 'B'- 1/4" CIA. ULTRACON 9Y 'FI CO' (Fu=177 K91, Fy=155 KSO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EDGE DISTANCES INTO CONCRETE - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. TYPE 'C'- 1/4" DIA. UI TRACON BY 'ELCO' (Fu-177 K51. Fy-155 s0 DIRECTLY iNTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. EDGE DISTANCE'S INTO CONCRETE = 2-1/2" MIN. TYPE 'D.- 9/16" DIA, UITRACON BY 'FLCO' (Fv-177 K51, ry4.155 K9p DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. EDGE DISTANCE; INTO CONCRETE - 2-1/2" MIN. WOOD AT MEAD 0R JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS l'c = 3000 PSI MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS I'm - 2000 PSI IN. AT HEAD CLUSTER OF SILL ANCHORS 3 0R 4 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" 0.C. AT HEAD/SILL. TYPE 'B'- 1/4" D1A UITRACON BY 'ELCO' (Fu-177 K51, Fy.135 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIS. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC./HOLLOW BLOCK 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN EMBED INTO CONCRETE FDr,E OISTANCFS INTO CONCRETE - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. -AT HEAD OR SILL -AT ADA SILL OUTSWING NOT RATED FOR WATER RESISTANCE -AT JAMBS MULLION ANCHORS AT SIDELITES NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' AT HEAD TYPE 'C' AT HEAD TYPE 'C' AT 5-0 & SS2 SILL TYPE 'C' AT HEAD TYPE 'D' AT SS' SILL WIDTH 1:W) FRAME HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 82 3/4 106.7 110.0 110.0 110.0 110.0 110.0 110.0 86.2 110.0 110.0 110.0 110.0 110.0 110.D 72.3 96.4 110.0 109.3 110,0 101.0 110.0 62.3 83.0 110.0 94.2 110.0 87.0 110.0 2/0 2/6 3/0 3/6 B4-3/4' 104.2 110.0 110.0 110.0 110.0 110.0 110.0 84 2 110.0 1100 110.0 110.0 110.0 110.0 70.6 94.1 110.0 106.7 110.0 98.7 110.0 60.8 81.1 110.0 91.9 110.0 85.0 108.7 2/0 2/6 3/0 3/6 90 3/4 97.3 110.0 110.0 110.0 110.0 110.0 110.0 78.6 104.8 110.0 110.0 1100 109.6 1100 659 87.9 1100 99.7 110.0 92.1 110.0 56.8 75.7 110.0 85.9 110.0 79.4 101.5 2/0 2/6 3/0 3/6 96-3/4' 91.2 110,0 110.0 110.0 110.0 110.0 110.0 73.7 98.3 110.0 110.0 110.0 103.0 110.0 51.9 82.5 110.0 93.5 110.0 86.4 110.0 53.3 71.0 106.5 80.5 107.4 74.4 95.2 2/0 2/6 3/0 3/6 102 3/4 65.9 110.0 110.0 110,0 110.0 110.0 110.0 69.4 92.6 110.0 104.9 110.0 97.0 110,0 58,2 77.7 110.0 88.0 110.0 81.4 104.1 50.2 58.9 100.3 75.8 101.1 70.1 89.6 2/0 2/6 3/0 108-3/4' 81.2 I 108.2 1100 i 10.0 1 10.0 110.0 110.0 65.6 87.5 110.0 99.2 110.0 91.7 110.0 55.0 73.4 110.0 832 110.0 76.9 '98.3 2/0 2/6 3/0 114-3/4' 76.9 102.6 110.0 110,0 110.0 107.5 110.0 62.2 82.9 110.0 94.0 110.0 86.9 110.0 52.2 69.5 104.3 78.8 105.1 72.9 93.2 2/0 2/6 3/0 120-3/4' 73.1 975 110.0 110.0 110.0 102.2 110.0 59.1 78.8 110.0 89.3 110.0 82.5 105.6 49.6 66.1 99.1 74.9 99.9 69.2 88.6 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USNG THRESHOLDS ® AND ® . LIMIT EXTERIOR LOADS WHERE WATER INFILTRATION 15 REQUIRED AS PER CHART AND NOTES ON SHEET 6. NOT RATED • ••\J�. • • • • ••• • •• 4,• • • • • • • • ANCHOR ¢ • ANLSiOR • • • • TYPE '0' TYPE 'C' • • • • 539 5• • � a •� •Lr�J�'Z'. •• • • • ••▪ • • • • • OI;TSWING jSADdrir) • RESIDWSIAA(. AktE) • • • • • • • • •• ••• • • • • • • • • • • • ••• • • • • • • • • •••• .• •• • • • • • • • • • • • • • • FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE BELOW FOR THRESHOLD TYPES SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. • VALE E FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. • • • • • • • • • • 0,1 I ••4^ b. . 70592 ) O ATE OF lflll I1110 'ROOM F REVISED 1 dido adzslyloc.d.g with He Dodds AKe/fMe4'Na O Z •O9 EAIieeYe� 4fe (S4. c7 fJimd kw, Product y ra‘V FAX. (305) 593-6592 c n 5) '0 R a5 3 9 0 9) 0 5 2 g 0 6 drawing no. W 9 8 - 0 1 sheet 7 of 7 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL PANEL WIDTH SINGLE DOOR OR SIDELITE 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL DOOR FRAME HEIGHT 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL 6" MULLION ANCHORS AT SIDELITE SEE SHEET 7 tiIL // DOUBLE DOOR MTG. STILE ANCHORS SEE SHEET CHART THIS SHEET 3" MIN. TYP. ANCHOR SPACING DOUBLE DOOR HEAD/SILL MTG. STILE ANCHORS SEE{( CHART AT RIGHT 3" MIN, TYP. ANCHOR SPACIN� DOUBLE DOOR MULLION ANCHORS AT SIDELITE SEE SHEET 7 I) I DS 1 FIXED PANEL WIDTH i r tlI PANEL WIDTH . PANEL WIDTH II ? I FIXED PANEL WIDTH 1.250 1.250 • ••• • • • • •o • • • ••• • •• ••• •• ••• • • ••• MEETING STILE ANCHORS / SN0WN:RN OETAII•S•irD CMIARTS INTERMEDIATE ANCHORS TC%E•AT 6• FROM ,jOR1ER: AND 24" C.C. AT HEAD/SILL, • • • • • • • • • • • • • •• • • • • 0 • • • • 0 • • • • • • •• • •••• • • • ••• •• • • •• • • • • • • • • • • • • • • • • • • • I. • • •• • • • • ••• • • • •• •• • ••• • • MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF FRAME WIDTH 1201 50-1/2' 62-1/2' 74-1/2' 86-1/2' FRAME HEIGHT 82 3/4 TYPE 'B' AT HEAD TYPE 'C' AT READ TYPE 'C' AT S-0 & SS2 SILL TYPE 'C' AT HEAD TYPE 'D' AT SS1 SILL CLUSTER OF 3 ANCHORS 106.7 CLUSTER OF 4 ANCHORS 110.0 CLUSTER OF 5 ANCHORS 110.0 CLUSTER OF 3 ANCHORS 110,0 CLUSTER OF 4 ANCHORS 110.0 CLUSTER OF 3 ANCHORS 110.0 CLUSTER OF 4 ANCHORS 110.0 86.2 110.0 110.0 110.0 110,0 100.7 110.0 72.3 96.4 110.0 109.3 110.0 84.5 110.0 62.3 83.0 103.8 94.2 1100 72.8 97,0 50-1/2' 62-1/2' 74-1/2' 86-1/2' 84 3/4 104.2 I10.0 110.0 110 0 110.0 110.0 I100 84.2 1 10. 0 110.0 110.0 110.0 98.4 110.0 70,6 94.1 110.0 106.7 110.0 62.5 110.0 60.8 61,1 101.4 91.9 110.0 71.1 94,8 50-1/2' 62-1/2' 74-1/2' 86-1/2' 90 3/4 97.3 110.0 110.0 110.0 110.0 110.0 m 0.0 78,6 104.8 110.0 110,0 110.0 91.9 110.0 65.9 87.9 109,9 99 7 110.0 77.1 102.7 56.8 75,7 94,7 66.9 110.0 66.4 88,5 50-1/2' 62-1/2' 74-1/2' 86-I/2' 96 3/4 91.2 110.0 110,0 1100 11 O.0 106.6 1 10 .0 73.7 98.3 110.0 110.0 110.0 86.2 110.0 61.9 82.5 103,1 93.5 110.0 72.3 96.4 53.3 71,0 88.8 80.5 107.4 62.3 83.0 50-1/2' 62-1/2' 74-I/2' 86-1/2' 102 3/4 05.9 110.0 110.0 110.0 110.0 100.4 110.0 69.4 92.6 110.0 104.9 1100 51.1 108.2 58.2 77.7 97.1 88.0 1 10 .0 66.1 90.7 50.2 66.9 83.6 75.8 101.1 58,6 78.2 50-1/2' 62-1/2' 74-1/2' 108-3/4' 81 2 108.2 110.0 110.0 110.0 94,9 110.0 65.6 87.5 109.3 99.2 110.0 76.7 102.2 55.0 73.4 91.7 B32 1100 64.3 85.7 50-1/2' 62-1/2' 74-1/2' I14-3/4' 76.9 102.6 110.0 1100 I100 89,9 I10.0 52.2 82,9 103.6 94.0 110.0 72.6 96.9 52.2 69.5 86.9 78.8 105.1 60.9 81.3 50-I/2' 62-1/2' 74-1/2' 120-3/4' 73.1 97.5 110.0 110.0 110,0 85.4 110,0 59,1 78.8 98.5 89.3 110.0 69.0 92,0 49 6 66.1 62 6 74.9 99 9 57,9 77.2 SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR, • • • • • • •LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. PRODUC f REVISED 4r Itorplyly whit the Florid& !smiles ode , Atept&oee No /Ot/ F.&Elrstlei Dec 89,2 WOW DwFrnd•cl Cwfed SERIES 450 OUTSWING DOOR AND SIDELITE 1 8 a10 3 a a 0 a 4 B 4 n 6 e r.g; drowing no. W98-01 (sheet 7.10 7) HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. PANEL CORNER DETAIL EXTERIOR (SS21 RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION #12 SCREWS 2/ END NTERIOR EXTERIOR #12 SCREWS 3/ END • • • • • •• • • • • • • • i • • • • ••• • ••INTERIOR ••• ••• • • ••• • ••• • • • • • • • • • ••• • (so)•• • • ••• • • • •• • • STD SILL CA D •1 +IL • • • • • •• • • • ••• • ••• • • • • • • ••• • • • • ••• • • • • • • . •• • • • • ••• • •• •• • • •• • • ••••• • • ••• • • 2 X 2 X 1 /4" ALUM ANGLE EXTERIOR #12 SCREWS 2/ LEG INTERIOR (SS') ADA SILL CORNER DETAIL 2 X 2 X 1 /4" ALUM ANGLE EXTERIOR lll...,__#12 SCREWS 2/ LEG INTERIOR �t�ttiu A SILL ® MULLION .......... TE OF tdizZ �s07dAl � 0 nlOOUC f REVISED b pt$ wits Lb MADR Cadr EAfr •te No (,03y .04, %Oals* Ors VO 2V Is.;,,� drawing no W98-01 sheet 7,2 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: The Jeld-Wen Series "Premium" — Outswing Glazed Fiberglass Doors w/ Non -Imp Sidelites APPROVAL DOCUMENT: Drawing No. JW142006, titled "8'0 O/S Glazed Fiberglass Door" Sheets 1 through 10 of 10, prepared by PTC, LLC dated 12/06/06 and last revised on 02-14-2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Limitation: 1. Doors: Large and Small Missile Impact 2. Sidelite: None: Approved Hurricane Protection Devices complying w/ FRC are ttd44i0d. 3. Units are not rated for water resistant, unless meet exception requirerment9per FBCi LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos aty4 state ana • • • following statement: "Miami -Dade County Product Control Approved", unless otherwise nptedtherein. •„• RENEWAL of this NOA shall be considered after a renewal application has been filed andthere has gem rlo 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 r yisl% or Chang; in the materials, use, and/or manufacture of the product or process. Misuse of this NOA•as an:en:forged:met of any. , product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure torconVry with any section of this NOA shall be cause for termination and removal of NOA. ;.` • • • • ' • ' • • •. •• ADVERTISEMENT: The NOA number preceded by the words;•IViiami-Dade'tCounty, Florida, -,and followed by the expiration date may be displayed in advertising literature. If any portionof the'NOA is displayed, then it shall be done in its entirety. ,, & F 4 . t. INSPECTION: A copy of this entire NOA shall be provided to the user by, the rmanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: r' This NOA and consists of this page 1 and evidence pages E-1, as well as approvalidocument mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. ',,I MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com • • • • • MIAMI•DADE COUNTY APPROVED kt NOA No 06-1215.02 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 Page 1 .• . . . . ° ° ° ° ° -u ° °C, X7 7 ~ ^ ' , ` ^ � ' ~ ' ' ^ ^ ~ ^ ~~ ~ ~ ~ ' ^ - ^ ~ Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. JW142006, titled "8'0 O/S Glazed Fiberglass Door" Sheets 1 through 10 of 10, prepared by PTC, LLC dated 12/06/06 and last revised on 02-14-2008, signed and sealed by Eric S. Nielsen, 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 (Doors only) 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94(Doors only) 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of outswing glazed Fiberglass doors w/Sidelites, prepared by Architectural Testing Lab, Test Report No. 65888.01-301-18 dated 08-21-2006, signed and sealed by Joseph A. Reed, P.E. 2. Additional reference test report No. 75771.01-301-18 dated 08-08-07, issued by Architectural Testing Lab for LVL mulled outswing glazed units per TAS 202-94 and TAS 201/203-94 (Doors only), signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC 2004, dated 12/11/06 and last revised on 02/14/08, prepared by PTC, signed & sealed by Eric S. Nielsen, P.E. .... D. QUALITY ASSURANCE • • • • • • • •. 1. Miami Dade Building Code Compliance Office (BCCO). •.• • • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance, Component NOA No. 06-0411.01, issued to Jekl-•Wen fon • • • • "Premium Fiberglass Door Skin with PURfiber" expiring on 08/17/20'1'1' • • • • • 2. Test Report No. ETC-J990006660-001, prepared by ETC LaboratoRas.l,ssued.fo Ieki- Wen Inc, dated 04/08/99, EPS Foam, tested per ASTM D 1929"Self igjt,ion • • Temperature"; ASTM E84 "Flame Spread Index", ASTM E84 "Smoke • Index", signed and sealed by Fredrick D. Muskeet, P.E. • 3. Notice of Acceptance No. 07-0214.07 issued to ODL, Inc. for "Alum• murn Glaa&! .tile kit • Assembly -Component approval", expiring on July 28, 2010. 4. Notice of Acceptance No. 07-0214.08 issued to ODL, Inc. for "Non -Imp HP Polypropylene Lite kit Assembly -Component approval", expiring on Dec 30, 2010. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated 12/11/06, signed by Eric S. Nielsen, P.E. 2. Lab compliance statement as part of above test reports. G. OTHER 1. None E-1 Ishaq I. Chanda, P. E. Product Control Examiner NOA No 06-1215.02 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 JELWWEN® PREMIUM FIBERGLASS OUT -SWING 8-0 GLAZED (IMPACT) DOOR W/ NON -IMPACT SIDELITE GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE 2004 FLORIDA BUILDING CODE, AND HVHZ STANDARDS 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. TO BE REVIEWED BY BUILDING OFFICIAL 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS ARE REQUIRED ON SIDELITES (ONLY) 5. DESIGN PRESSURE RATING SEE TABLE I, PAGE 1. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. SIDELITES ARE NOT IMPACT RESISTANT AND APPROVED SHUTTERS ARE REQUIRED. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH WIND ZONE VELOCITY AREA, UNLESS PROTECTED BY OVERHANG COMPLYING WITH F.B.C. RESIDENTIAL FIBERGLASS DOOR (Common to oll frame conditions) Door I eaf Construction. Face sheets. Fiberglass avg. min. yield strength Fy(min.)-6,600 psi Skin — 0.065" nominal thickness pending location. Core design. Expanded Polystyrene foam core, with 1.0 to 1.25 Abe./cf density. B' Jeld—Wen Door Pagel Constructigni The exterior and interior fiberglass panel skins hove nominal thicknesses dimentioned at 0065". The skin sheets are glued to o wood bottom roil, and LVL top roil and stiles that are wood copped. The interior cavity is filled with expanded polystyrene. A cut—out is mode in the panel to allow for the placement of the two—piece ODL glazing unit. The glazing unit consists of an aluminurg lite frame, glazed with tempered and laminated impact 1 IG. The lite frames are wet glazed on the interior and exterior sides with Dow Corning 995 sealant. On double door applications ytthe Inactive door is fitted with an extruded gsemdeutadsoyrgaalOfo6Osh eI53alloy, manufactured by Enduro. Sideiite Constructian• Panels ore constructed in he same maner as the door panels. Panels are sariwith glazed using a two piece ODL (Thermafil—P6-30FM0391) lite frame with mitered and welded corners. Glazing consists of two 0.125" tempered panes separated by o 0.25" air space. The non —impact lite frames are wet glazed on the interior and exterior side with Dow Coming 1199 sealant. See sections G & D on sheet 4 Frame Construction• All frames are constructed of finger —jointed pine Iambs measuring 4-9/16" x 1-1/4". All head jambs are mortised and butt )Dined to the side jambs, and attached with three (3) 16C.A, 7/16" crown x 2" long staples on each side. The Endura threshold is attached to the side jambs with three 4.3) 16GA 7/16" crown x 2" long staples on each side. / TABLE 1 DESIGN PRESSURE RATING "NOT QUALIFIED WHERE WATER INFILTRATION IS REQUIRED ALL DOUBLE DOORS MUST HAVE (2) ASTRAGAL BOLTS AT INACTIVE PANELS POSITIVE (PSF) NEGATIVE (PSF) SINGLE (X) W/ 2 SURFACE BOLTS +60.00 6 DOUBLE (XX) W/ 2(ACTIVE SURFACPANBOLTS EU) +6 ' —60 ”SEE NOTE 7 UNDER GENERAL NOT O O • co 15 I NS SEE DETAIL ON SHEET 3 •• • SINGLE OUT —SWING UNIT (X) INTERIOR VIEW 37 3/4" MAX. FRAME WIDTH 36" MAX. PANEL WIDTH 15 1/2" MAX. SIDELITE FRAME WIDTH 105 5/8" MAX. OVERALL FRAME WIDTH 36 3/4" MAX. 36" MAX. DOOR — PANEL WIDTH PANEL WIDTH - W/ ASTRAGAL SEE DETAIL 2 ON SHEET 3 1,.. ,, f / 4, ._ /rt _. T 166 E HEIG T4110 - i — 1 �- 20 1/2 MAX D.L. [ - / / N v • 0 QACTIVE \ 1_ INACTIVE • N to n ° v 1P T , �co 1 i , [ I \j SEE DETAIL 2 ON SHEET 3 14" MAX. SIDELIGHT PANEL j WIDTH o MAX. D.L.O. TYP. v v DOUBLE OUT —SWING UNIT W/ SIDELITES (OXXO) APPROVED SHUTTERS REQUIRED FOR SIDELITES INTERIOR VIEW TABLE OF CONTENTS SHEET # DESCRIPTION 1 ELEVATIONS & NOTES 2 ELEVATIONS & NOTES 3 VERTICAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 HORIZONTAL CROSS SECTIONS 7 ANCHORING LOCATIONS & DETAILS • 8 ANCHORING LOCATIONS & DETAILS • •B• •CO4PONEJTS • • • • 1 OP eelL ON, MAIER4LS • • • • •• • • • • • • • • • • •• • • • •• • • • •• • ••• - - • • • • • • • • • • • • • • • 6 • • • ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 78 1/2" MAX. ppptw•ttd sa coaplytwg wlt• the 11•1111.. Cole — Z1 MY•Y WN►sedef / • • • • • • •a • • • • • A • ATISNISSID COMETS Ppt 1MA•— mE • • .ffm RLo0 • 3/1A/a7 SAT DATE BY Eric S. Nielsen Florida P. E. No. 41323 PTc, LLC 1535 Cogswell Street, Sulte C25 Rockledge, Florida 32955 FBPE CertMaote at Authorization NO. 25935 JELD—WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 T°8'-0" 0/S GLAZED (L.M.I.) FBERGLASS DOOR W/ N.I. SIDELITES ELEVATIONS & NOTES PIRPNwa ew 3WL M111111I1111111116e111•11 SAM r/L`PN.T.S. LIC REV Plans 321.690.17AB Fes 321.eao.l7ea A 12/06/O6 OM. NO: JW142006 SHEET: 1 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • 1 u_ cc 74 1/2" MAX. OVERALL FRAME WIDTH 36 3/4" MAX. PANEL WIDTH W/ ASTRAGAL REF. DETAIL 2 ON SHEET 3 DOUBLE OUT —SWING UNIT (XX) INTERIOR VIEW ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 15 1/2" MAX. SIDELITEy FRAME WIDTH •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• 68 3/4" MAX. OVERALL WIDTH 36" MAX. f PANEL WIDTH 78 1 /2 " MAX. D MAX. D.L.O. •0 1 V 20 1/2" MAX. D.L.O.\ ACTIVE • • • • - - • • • • • • • • • • • • • • ■ • • • • • • • • • • • • • • • • • • A� A90R9•'100u103030•Elt 1•erl • Mt • • •Sfirl • M‘itete• a REF. DETAIL 2 ON SHEET 3 2 14" MAX SIDELITE PANEL WIDTH 1 • e SINGLE OUT —SWING UNIT W/ SIDELITES (OHO) APPROVED SHUTTERS REQUIRED FOR SIDELITES INTERIOR VIEW 5/14/07 SF• DATE BY 95" MAX. DOOR PANEL Approved u complying with Ih-^ FbrWe Belding Cote n teti*A. z:7 La7LOQB NON to l7.1 e;n td 1141mellaide Predict Erie S. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street Suits C25 Roddedge, Florida 32955 FHPE Certificate of Authorization NO. 25035 Phone 321590.175E JELD—WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 8'-0' 0/S GLAZED (LM.I.) F BERGLASS DOOR W/ N.I. SIDELITES ELEVATIONS & NOTES MR/RFD •r. ORM DATE SAM 1 2 O6 O6 N'.tm N.T.S. Dxm W142006 PTC, ILA REV: SHEET: For 321.590.1709 A 2 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 97 1/2" MAX. OVERALL FRAME HEIGHT SEE NOTE 2 SHT. 1 SEE DETAIL 1 ON THIS SHEET SEE DETAIL 2 ON THIS SHEET FOR SURFACE BOLT INTERIOR 1 3/4" MIN. i EXTERIOR SEE DETAIL 10 ON 401-1!—!:. THIS SHEET FOR 1i .I r SURFACE BOLT CO 0/7/' { i } SEE NOTE 2 SHT. 1 1 3/4" MIN 1 1/2" MIN. EMB. 1/4" MAX `SHIM } SEE DETAIL 11 ON SHEET 7 SEE NOTE 1 SHT. 7 FOR SPACING 1 3/4" NOMINAL PANEL THK. 5/8"J 1 1 /2" MIN. EMB. VERTICAL CROSS- SECTION •• • • • • • DOOR PANEL . • 2 1/2" MIN. EDGE DISTANCE SEE NOTE 2 SHT. 1 SEE DETAIL 1 ON THIS SHEET SEE DETAIL 2 ON THIS SHEET FOR SURFACE BOLT SEE DETAIL 10 ON THIS SHEET FOR SURFACE BOLT. •• • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• — — • • • • • •• 4• POREPIED_ =NEP. PER PAO - WC • • •4%4 • Rtt1 t.1 • INTERIOR _ 1 1/4" MIN. EMB. 1/4" MAX SHIM SEE DETAIL 11 o w x ON SHEET 7 SEE NOTE 1 SHT. 7 FOR SPACING !ANAL 4 w z a 5/8"-} 1/4" MIN. EMB. VERTICAL CROSS- SECTION DOOR PANEL DETAIL 1 COUNTERSINK IN HEAD 1 EXTERIOR DETAIL 2 SURFACE BOLT EXTERIOR DETAIL 10 SURFACE BOLT FAdecomplyingg with the %klieOak LLAIL V 7, 200 6` Mull uuNONh rude amnl 3/14/07 SNI DATE 2—fl�e(os Eric 5. Nielsen Florida P. E. No. 41323 Pit, LLC 1535 Cogswell Street. Suite C25 RocIdedge, Florida 32955 PBPE CertMbot. of Authorisation NO. 23935 JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 1 ,8'-0" 0/S GLAZED (L.M.I.) FIBERGLASS DOOR W/ N.I. SIDELITES VERTICAL CROSS SECTIONS PREPARED en §au SAM DATE:12/O6/06 RC.N.T.S. JW142006 LLC REV DIEM . 321.NNo.1]SS Fax 321.e90.1Tee Pno,A 3 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1 1/2" fMIN. EMB. T4 w x w w 0 1 1/2" MIN. EMB.- SEE DETAIL 1 ON SHEET 3 SEE DETAIL10 ON SHEET 7 1 3/4" MIN. 1 1 /4" Gi/ * _ to r1 3/4" NOMINAL rVJ Pi/ PANEL THK. fe, Ai?, L IlL Ili .....Mil IWILI_ Ililik SEE NOTE 2 SHT. 1 EXTERIOR SEE NOTE 1 SHT. 7 FOR SPACING w x J w 0 a 1 3/4" MIN SEE NOTE 02 SHT. 1 VERTICAL CROSS-SECTION SIDE LITE PANEL APPROVED SHUTTERS REQUIRED FOR SIQQL4T.EES • • • • • • x w x w _ 1 1/4" MIN. EMB. 2 1/2" MIN. EDGE DISTANCE 1 3/4" MIN. R SEE DETAIL 1 ON SHEET 3 SEE DETAIL 10 g ON SHEET 7 0 -96 1 /2" MAX. r 1 1/4" MIN. EMB.- 1 1/4" 1 3/4" NOMINAL PANEL THK. 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS-SECTION SIDE LITE PANEL APPROVED SHUTTERS REQUIRED FOR SIDELITES SEE NOTE 2 SHT. 1 EXTERIOR SEE NOTE 1 SHT. 7 FOR SPACING • • • •• •• ••• •• • • • •• Approved as complying with the Florida Cage Dote M Bolding 7 10 W. NOM f) 6-12.i C•ns— ► adDade H•U!tc9 19-1.1.115-91 • • • • • • • • • • • • - - - - - • • • • • • • • • • • • •SYM • REVISION • 3/14/07 .ttt DALE BY Eric S. N1.1 Florida P. E No. 41323 PTC. LLC 1535 Cogswell Street, Sult. C25 Rockledge, Florida 32955 FSPE Cwtlfloot. of Autfrodeo0on N0. 25935 JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 tt� 8'-O' 0/S GLAZED (L.M.I.) FIBERGLASS DOOR W/ N.I. SIDELITES VERTICAL CROSS SECTIONS aft misimoriwwomm SAM 12/06/06 tigyfti scum N.T.S. warm,142006 PTC. ue REV FM," 32f.000.rm. Fox 32f.090.fn. A aN¢r:4 of 10 ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SEE NOTE 2, SHEET 1 1 3/4" MIN } (..E.3 HORIZONTAL CROSS SECTION ATLATCH JAMB TO BUCK, TYP. 1/4" 2 1/2" MIN. EDGE DIST. ... -1 3/4 M 1511011 41111* / ��♦��_ 1 1/4" MIN. EMB. 0 0 lir 11111;1110111 __lk I IIIII I TOP & OTTDETAOM SEE IL 1 31 ON SHEET 3 1 1/2" MIN. EMB. 1/4" SHIM MAX N SHEET3 EE-DETAIL.1 EXTERIOR SEE DETAIL 11 ON SH0EET 7 r�1 111 _L=. INTERIOR SEE NOTE 1 SHT. 7 FOR SPACING SINGLE DOOR (X) ACTIVE PANEL ORIZONTAL CROSS SECTIO.LIF • AT LATCH JAMB TO BUCK, TYP. • • • ••• • • • •• • • • •• •• • • 1 3/4" NOMINAL PANEL THK. EXTERIOR 1 3/4" NOMINAL PANEL THK.- SEE DETAIL 11 ON S.EET 7 INTERIOR SINGLE DOOR (X) ACTIVE PANEL ON SHEET 3 SEE DETAIL 1 HORIZONTAL CROSS' SECTION AT HINGE JAMB TO BUCK, TYP. 1 1/4" MIN. EMB. SEE DETA L 1 ON SHEET 3 1/2" MIN. EMB. SEE NOTE 2, SHEET 1 SEE NOTE 2, SHEET 1 1 3/4" MIN SEE NOTE 2, SHEET 1 jl HORIZONTAL CROSS SECTION ,QT :-TINGE JAMB TO BUCK, TYP. •--. ••• • •• ••• •• • ••• • • • • • • • • • • • •• • • • • • •• • • • • • •. • • • • • • • • • • • • • •• •• A• ''" "14- • Prm • RE•1m • 3/14/07 WAY DATE BY Erie S. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street, Suite C25 Rocldedge, Florida 32955 FEPE C.rtMeet. of Authorisation NO. 25935 } -1 3/4" MIN 2 1/2" MIN. EDGE DISTANCE Apimed a eenpbily with the Diddles Cale NOAm �IN1lrsqia�l• �j 1 t U.., .4.1e4N.1.' JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 TITLE' 8'-0" 0/5 GLAZED (L.M.I.) FIBERGLASS DOOR W/ N.I. SIDELITES HORIZONTAL CROSS SECTIONS PREPARED ft aminhafimit SAM DATE 12/06/06 !P" N.T.S. JW142006 PTC, to Phone 321.8110.1788 Fax 321.eeaine qLV: A 5 of 10 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 2, SHEET 1 CO 1 3/4" MI HORIZONTAL CROSS SECTION AT SIDELITE (NON —IMPACT) SEE NOTE 1 ON SHEET 7 FOR SPACING SEE DETAIL 10 ON SHEET 7 EMB. SEE DETAIL 1 1/4" SHIM MAX 1/4' SHIM MAX 1-1/4" MIN. EMB. _ 2 1 /2" MIN. EDGE DISTANCE 1 3/4" MIN ON SHEET 3 AT SIDELITE (NON —IMPACT) TO HINGE JAMB SEE NOTE 3 ON SHEET 7 SEE NOTE 1 SHT. 39 7 FOR SPACING SEE DETAIL 10 ON SHEET 7 SEE DETAIL 1 20 34 0 ON SHEET 3 L \ HORIZONTAL CROSS SECTION 6 j AT SIDELITE (NON —IMPACT) SEE NOTE 1 ON SHEET 7 FOR SPACING EXTERIOR SEE DETAIL 11 ON SHEET 7 INTERIOR OXXO —1 3/4" NOMINAL PANEL THK. • lORTZONTAL CROSS SECTION AT =E'Lm .(tio—QNP•ACT) TO HINGE JAMB • • • •• ••• •• • • • •• SEE DETAIL 9 ON SHT. 8 EXTERIOR INTERIOR SEE DETAIL 11 ON SHEET 7 HORIZONTAL CROSS SECTION 7 K1HORIZONTAL CROSS SECTION AT ENDURA ASTRAGAL, TYP. ]VE ACTIVE • 14 0 OTTOM 1 3/4" NOMINAL PANEL THK. SEE DETAIL 11 ON SHEET 7 Approve: as complying MillY• ibrk6 eklla Cede Nom Dete e-IRA-�+-"f, �oe� Mel Osds hsded Ceafe9( >-, l.Lfu..t • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• .• • "i44D0°1tl®1PT'r't"I- • • • x" • Rd11910N • 3/14/07 sow DATE B7 Eric 5. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street, Suite C25 Rockledge, Florida 32955 FBPE Certificate of Putftorization NO. 25935 JELD—WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 08'-0" 0/S GLAZED (L.M.I.) FIBERGLASS DOOR W/ N.I. SIDEUTES HORIZONTAL CROSS SECTIONS PREMED Pt p17E 1 1 21 06 �d1i� SAM / / Iry 'Li tam N.T.S. tiwc. no: JW142006 Pla. uc Mono 321.e O.1765 Fax321.eeo.1759 PEv •�• A Mono6 of 10 000 • • • • 1000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to rn rSEE DETAIL 3 ON THIS SHEET SEE DETAIL 4 & NOTE 2 ON THIS SHEET v e M CO co m0) to " -SEE DETAIL 5 ON THIS SHEET j— T SEE DETAIL 4A 9"(TYP•)+—� ON SHT 10 74 1/2" DOUBLE DOOR ANCHORING LOCATIONS NOTES: INTERIOR VIEW 1. SPACING FOR ITEM #24 (#8 x 1 1/2" TEK SCREW) IS AS FOLLOWS: TOP & BOTTOM; SIDELITE (2) SCREWS 3" IN FROM EACH CORNER. DOOR PANEL (2) SCREWS 3" IN FROM EACH CORNER, & (2) IN THE CENTER SPACED 5 3/4" 0.C. SIDES FOR BOTH; (8) SCREWS 6.5", 16 3/8", 26 1/4" 36 1/8", 46", 55 7/8", 65 3/4" AND 75 5/8" FROM THE BOTTOM OF THE LITE FRAME. 2. THE HEAD JAMBS ARE JOINED TO THE SIDE JAMBS USING (3) 7/16" CROWN x 2" LONG WIRE STAPLES. 3. CORRUGATED NAILS (QTY 10) ARE EQUALLY SPACED ALONG BOTH FACES OF THE MULLION. INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL 5 (AT SILL) (FOR SINGLE OR DOUBLE DOOR AT ACTIVE PANEL) (FOR SINGLE OR DOUBLE DOOR APPLICATIONS) INTERIOR 0 0 INACTIVE ACTIVE EXTERIOR THROWBQLT STRIKE PLATE MOUNTING. DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU HEAD/MASONRY x 1-3/8" DEEP 3 (HEADER) DETAIL 1/2" GLASS EXTERIOR BITE II i I'I 0' 1/2" MAX. INTERIOR r (D GLASS THK. •• ••. • • • •• • • •'• S 0 1 • • • ll�C'7:UI,� 30 5N•L • id.ET • • ODL• NOV I PAv7• • • SIDELITE GLASS KIT DETAIL PER CURRENT N.O.A. • • • • - - • • • • • / • • • • • • • • • • • • • • • • • • • • •• a • a - a a • • • • A • MINERS COMMIS PER IaM• - WOE • • 1grflA Reda • STEEL INTERCEPT SPACER 1/2" x 1/4" ALUM SPACER 1/8" TEMPERED GLASS EXTERIOR 1/8" TEMPERED GLASS 1/8" TEMPERED GLASS 1/4" AIR SPACE 3/14/a7 51• DATE BY 1/2" AIR SPACE 1/8" ANNEALED 0.090"PVB INTERLAYER BY SOLUTIA 1" MAX. GLASS THK. DETAIL 11 INTERIOR ODL IMPACT GLAZING PER CURRENT SEE -DETAIL-3" ON- THIS SHEET 3"(TYP.)-•1 1- 3 '(TYP.)-•1)1-I1 SEE DETAIL isi 7ONl N. SHEET 8 ice, CD rn 6 SEE DETAIL 4 & NOTE 2 ON THIS SHEET C0 LD SEE DETAIL 4A ON SHT 10 SEE DETAIL 5 ON THIS SHEET SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS INTERIOR VIEW 2" 3/4" GLASS BITE KIT DETAIL N.O.A. APPrmcd o, coelP1029wW the Fronde Be I Date NDA9 Mleal a ra •"'1'"i 7__n' _LIdG N' (I,t(aa Eric 5. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street, Suite C25 Rockledge, Florida 32955 FBPE Certificate of Authorisation NO. 25935 JELD—WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 Till.E.8'-0' 0/S GLAZED (LM.I.) FIBERGLASS DOOR W/ N.I. SIDELITES ANCHORING LOCATIONS & DETAILS " NE SAM ° 11/21/06 B•w"/ N.T.S.0 JW142006 PmC. DC Atom321.eia.,7ee ffi Fax ,.e9a,70e nEY A 7 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 10 0) 6 "(TYP.) 3" er 3 "(TYP )-4) { 0 O 0 0) to F6"(TYP.) 9 "(TYP.)� 11 (' I T 1 INACTIVF 4 SEE DETAIL 3 ON SHEET 7 t 3"(NP•) j-4"(TYP.) SEE NOTE 2 de-1 4 -1L6"(Iy ON SHEET 7 rATAIL I I ONES ET 8Ea 8 --i 7 atii �` SEE _ DETAIL 6 ON THIS SHEET 5, ACTIVE d 1� 1 1 1 I 3IJ„(1 Y.P.)1 1 -. ANCHORS ARE - I--^6„((T.P ) I 3" APART (TYP.)10 8" SEE DETAIL 4A ON SHEET 10 SEE DETAIL 5 ON SHEET 7 DOUBLE DOOR W/SIDELITES ANCHORING LOCATIONS INTERIOR VIEW CO CT, DETAIL 8 STRIKE PLATE TO IMPERIAL ASTRAGAL t▪ p { { { 1 t{ to 0 { •• • • • • • • CO { • • • O t l l • 1')• • DETAIL 9 • • FASTENER SPACING • • • ENDURA ASTRAGAL • 10 t •• • • • • • • i ••• •• • '?E7"A/4•7 STRIKE PLATES TO JAMBS ••• • • • • •• •• REYI•••• • •SYN S 3 • • • • • • • • • ▪ • • • D 4 • • • • • •• • • • • • • A • /0.033113 COMM* PER M.— 0PbE 7" (TYP) SEE DETAIL 7 ON THIS SHEET O 0 0) to SEE DETAIL 3 ON SHEET 7 SEE NOTE 2 & DETAIL 4 ON SHEET 7 SEE DETAIL 6 ON THIS SHEET 4"—I SEE DETAIL 4A 37 3 / ON SHEET 10 SEE DETAIL 5 ON SHEET 7 SINGLE DOOR ANCHORING LOCATIONS 4 9/16" DETAIL 6 HINGE DETAIL Apprwd r osplylq •7D b• I.Fdde Cade Oft ffry NOM Mt.nl Dd. h•dee./ . 3/14/07 MN DATE BY Eric 5. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street, Suite C25 Rockledge, Florida 32955 FBPE Certificate of Authodtotlon N0. 25935 JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 1111-E:8'-0' 0/S GLAZED (L.M.L) FIBERGLASS DOOR W/ N.I. SIDELITES ANCHORING LOCATIONS & DETAILS PISMO en e-DATE L nt SAM 11/21/06 N.T.S. Dn. JW142006 US REM. SHEET: Phone 321.510.11ee Fm 321.400.1719 A 8of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • 4.5625" 1.25"- 0.5"J WOOD FRAME 1 0000 2.0401 L --,f—.087" MIN. 4 x 4 STEEL DOOR HINGE COMPOSITE MAT'L. 4.563" 1.00" OUTSWING THRESHOLD (ENDURA) PART# F0B4566A, 6063-T6 ALUMINUM COMPRESSION WEATHERSTRIP Q-LON QDS 650 r 18" 0.3125" ASTRAGAL BOLT MATERIAL: C/R STEEL ROD ZINC & YELLOW CHROMATE ASTRAGAL BOLT & LATCH SUPPORT BLOCK ASTRAGAL (ENDURA) 6063-T6 ALUMINUM 10 Q 2.5"r 1.625" ASTRAGAL BOLT STRIKE PLATE(.050" STEEL) HEAD ODL (NON IMPACT) PLASTIC LIP LITE FRAME PER CURRENT N.O.A. H1.62" --1 � 5" 0.5" 1 DOOR TOP RAIL & HINGE STILE LVL W/SOFTWOOD CAP k-1.62" -1 1.75" 0.125" --j 0.75" r FINGER JOINTED WOOD BOTTOM RAIL 0.563" 0.313" qts OLD LITE FRAME PER CURRET N.O.A.) 6063-T5 ALUMINUM L- 1.62" 3.75" 0.5" DOOR LATCH STILE LVL W/SOFTWOOD CAP 1.50"-.1i ®� WOOD MULLION CAP 0.75" 8" �0.75" 2.031" SURFACE BOLT (IVES. 0.25" STEEL) ATTACH TO DOOR USING ITEM 40 1.750" 0.5" I SIDELITE STILE & RAII, LVL W/SOFTWOOD CAP 0 O 0 0.75" • • •• ••• • • • • 45 2.5" 1.625" ASTRAGAL BOLT STRIKE PLATE(0.050" STEEL) • • •• • SILL • • • •• • •• ••• •• SURFACE BOLT STRIKE (0.1i5" iSJEEL) • • ATTACH TO HEAD & SILL USIA, • #10 x 1 1/4" F.H. SHEET META* SCREWS PROVIDED WITH BOLT. • • • • • • •• cl QO LVL FRAME Approved SS eo.MYVi with th PVrlde Bddi■g Cade Dose .44az2.712-06E NOM Missal Dade Coold • ♦ • • • • • • •• •• A• • Si • • • • • • • s • • • • • • • • Agra* cotelols PER MAi- WA • REM** • 3/14/07 DATE tNAI BY (t(ob Eric S. Nielsen Florida P. E No. 41323 FTC, LLC 1535 Cogswell Street. Suite C25 Rockledge, Florida 32955 FEPE Certlflaata of Authorisation NO. 23933 JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. — KLAMATH FALLS OR. 97601 VIE: 8'-0` 0/S GLAZED (L.M.I.) FIBERGLASS DOOR VI/ N.I. SIDEUTES COMPONENTS PREP/RIO VS Pear 321.190.1'!ea Pm 321.a00.170e SAM N.T.S. 12/06/06 Inva W142006 REV: A 9 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Item DESCRIPTION Material Item DESCRIPTION Material 1 2 3 4 5 6 7 HINGE JAMB (1 1/4" x 4 9/16" PONDEROSA PINE) HEAD FRAME (1 1/4" x 4 9/16" PONDEROSA PINE) 4" x 4" BUTT HINGE 12GA. (0.087" MIN) #9 x 3/4" PHILLIPS FLATHEAD WOOD SCREW #12 PHILLIPS FLATHEAD WOOD SCREW W/ 1-1/2" MIN EMBEC #10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW 1/4" TAPCON W/ 1 1/4" MIN. EMBED. (IITW) WOOD WOOD STEEL STEEL INSUL. WOOD STEEL STEEL 8 9 10 11 12 13 14 15 OUT —SWING THRESHOLD W/ COMPOSITE FILLER (ENDURA) COMPRESSION WEATHERSTRIP (Q—LON QDS-650) EXTRUDED ASTRAGAL (ENDURA) ASTRAGAL THROW BOLT 0.3125"X18.0"LONG(TOP & BOTTOM #10 x 1 1/4" F.H. SHEET METAL SCREW ASTRAGAL BOLT STRIKE PLATE LOCATED AT HEAD (ENDURA) #10 X 1" PHILLIPS PAN HEAD SHEET METAL SCREW KWIKSET TITAN LOCK SERIES 400 ALUM./COMPOSITE VINYL/FOAM ALUMINUM ALUM./STEEL STEEL STEEL STEEL 35 36 37 38 - 39 40 41 42 43 44 45 46 SIDELITE RAIL & STILE IVES SURFACE BOLT #454 8.0" L. X .25" THK. SURFACE BOLT STRIKE (0.125" THK.) DOW CORNING 1199 SILICONE SEALANT 1" X 1/2" CORRUGATED NAIL 1/4-20 SEX BOLT W/1/4-20 FEMALE END x 1" L "16—GA, 7/16" CROWN BY 1-1/2"LONG STAPLE 16 GA. BRAD TRIM NAIL 3/4" L.(TOTAL 10 PER MULLION CLIP) 1/4" X 1 1/2" WOOD MULLION CAP 16 Go. 7/16" CROWN x 2" LONG STAPLES ASTRAGAL BOLT STRIKE PLATE (SILL) 1x WOOD BUCK (SEE NOTE 2, SHEET 1) LVL/WOOD STEEL STEEL STEEL STEEL STEEL STEEL WOOD STEEL STEEL WOOD 47 CONCRETE CONCRETE 16 KWIKSET TITAN DEADBOLT SERIES 780 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 2X WOOD BUCK (SEE NOTE 2. SHEET 1) 2x WOOD BUCK (SEE NOTE 2, SHEET 1) 1/4" MAX. LOAD BEARING SHIMS (NON IMPACT)LITE FRAME (ODL HP POLYPROPYLENEXPER CURRENT N.O.A.) (NON IMPACT)ODL 1/2" IG GLAZING UNIT (PER CURRENT N.O.A.) LATCH JAMB (1-1/4" X 4-9/16" PONDEROSA PINE) #8 x 1 1/2" TEK SCREW (LITE FRAME) 3/8" RADIUS QUARTER ROUND STOP DOOR TOP RAIL LVL/ PINE CAPPED) BOTTOM RAIL (FINGER JOINTED PINE) EXPANDED POLYSTYRENE (1.0 TO 1.25Ibs/cf DENSITY BY JELD—WEN) FIBERGLASS DOOR PANEL SKIN(0.065" THICKNESS) (PBYcJELO TNEDNa) LOCK BLOCK (2.5" x 18') HINGE & LATCH SIDE STILE (LVL/ PINE CAPPED) #8 x 3" PHILLIPS FLATHEAD WOOD SCREW #8 x 2" PHILLIPS FLATHEAD WOOD SCREW SIDELITE HEAD, SILL & JAMB FRAME(1 1/4" x 4 9/16" PONDEROSA PINE) WOOD WOOD PLASTIC/METAL PLASTIC GLASS PINE STEEL SOFTWOOD LVL W/WOOD PINE FOAM FIBERGLASS SKIN LVL LVL / WOOD STEEL STEEL WOOD NOTES: 1. SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCS••• MAXIMUM ALLOWABLE SHIM TO BE 1/4", SHIM WHERE e$2ACE•• OF 1/16" OR GREATER OCCURS. • 2. SHIMS MUST BE LOAD BEARING AND NOT CONSTRUCTELS•OF ••• WOOD. 3. ALL INSTALLATION ANCHORS MUST BE MADE OF CORRQSIOrt•• RESISTANT MATERIALS. • • • 4. WOOD FRAMING SUBSTRATE MUST HAVE A SPECIFIC e'QMIT OF 0.55 OR GREATER. • • • • • • • 48 49 50 1" ODL IMPACT GLAZING (PER CURRENT N.O.A.) ODL LITE—FRAME (ENDURA) (6063—T5) (PER CURRENT N.O.A.) LVL JAMB (1 1/4" x 4 9/16') PER CURRENT NOA GLASS ALUMINUM LVL #8x2" DETAIL 4A (SILL) • • • • • •• FOR SINGLE (ACTIVE) OR DOUBLE DOOR APPLICAITION • •• • • • •• ADVamAnet•yy0igetpw DceM Ito," NOA/ p(_ 12, l r. Miami Dade Product Coatis. • • • • • • • • • •• A • • • • • • • • 11 • • eotltes& mom* vow Wte•- 0•E • REM • 3/14/07 SAY DATE BY 2 (I1(C8 Ede S. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street, Sults C25 Rockledge, Florida 32955 FBPE Certlecat• of Authorization NO. 25935 JELD—WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. — KLAMATH FALLS, 0R. 97601 TrTLEi8'-0" 0/S GLAZED (LM.I.) FBERGL45S DOOR W/ N.I. SIDELITES BILL OF MATERIALS PREPARED 00 PLC LLC Phan. 321.ee0.17ee Fax 321.590.17e9 SAM WILE N.T.S. °ATC 12/06/06 J• W142006 REV A • 10 of 10 •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• ••