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WS-12-163Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176221 Permit Number: WS -1 -12 -163 Scheduled Inspection Date: July 25, 2012 Inspector: Rodriguez, Jorge Owner: UNSTEAD, CHRISTOPHER Job Address: 69 NW 104 Street Miami Shores, FL 33150 -1237 Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360131240 Phone: (305)812 -2716 Building Department Comments REPLACE REAR WINDOWS IN PORCH AREA Passed <T2it Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 169389. cancelled by Ed July 24, 2012 For Inspections please call: (305)762 -4949 Page 26 of 40 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 JAN 3, Q 2„2 BY: Permit No. I �� J L% l Master Permit No. Permit Type: BUILDING ROOFING / / OWNER: AName (Fee Simple Titleholder): ,QI 2 J, .sk p,7/SZ",,Q Phone #: `(O K��L� /(O Address: �5 f //W /04. 3°. City: /8/') c. dit ,2d5 State: °tz,tv/2 Zip: 33 /5'0 Tenant/Lessee Name: iv/4 Email: /V iiblif-riCigr (2 & Qoevir G. 4, Lea JOB ADDRESS: jQ A/L,li /D 4 er Phone #: City: Miami Shores County: Miami Dade Zip: 33/0 Folio/Parcel #: Is the Building Historically Designated: Yes CONTRA Address: City: Qualifier Name: NO s/s 601-7" Flood Zone: IVO State Certification or Registration #: 05) PO- 7t71-'714 Zip: 3 -3?/ Phone#: ,779 ls� _ .6.6 Certificate of Co cy #: Contact Phone #: 30.5 y12„ � / t Email Address:, DESIGNER: Architect/Engineer: Value of Work for this Permit: Type of Work: ❑Addition Description of Work: *****m * *** *** * * * * * * * * *** * ** ***** *** *** ees' * ** * ***** * *** * * * * * * *** * *** ****** ** Submittal Fee $ Permit Fee $ /j0 O. Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $12J • 30 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sever (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pprov d a spection fee will be charged. Signature 7 . ` Signature (7 Owner or Agent The foregoing instrument was acknowledged before me this 1 Q ``D� The foregoing instrument w cknowledged before me this day offi �Nze , 20 ,t, by etl//i°la'i i0 /i/cp€ Ousra -A ? , day of , 20 , by tractor who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C$r�c Pe'c . • 6�' -474 191 I CfC) ** * * *'1 x.s :x x x x xx xx x x � x ` :;� x x x xx x � • • .... APPROVMAiY. 1 n00' ;0f3 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: UJ I ow till Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL NOTICE OF ACCEPTANCE (NOA) Atrium Florida, Inc. 9001 Ambassador Row Dallas, TX 75247 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: Series "MPSH" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W01 -81, titled "Series MPSH Alum. Single Hung Wdw. (L.M.I.) ", sheets 1 through 9 of 9, dated 12/26/01 with revision "E" dated 10/12/10, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0707.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.GOv/bnildiingcode v, kte ,,(4/ NOA No. 10-0729.02 Expiration Date: March 14, 2012 Approval Date: December 24, 2010 Page 1 Atrium Florida, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W01 -81, Sheets 1 through 9 of 9, dated 12/26/01 with revision "E" dated 10/12/10, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked —up drawings and installation diagram of aluminum single hung windows OX configuration, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA- 2005W, dated 02/24/10, signed and sealed by Ramesh O. Patel, P. E. 2. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AAMA 1302.5 -1976 and PA 202 -94 along with marked up drawings and installation diagram of aluminum single hung windows OX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3068, dated 05/14/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02- 0128.06) 3. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked —up drawings and installation diagram of aluminum single hung windows OX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3253, dated 11/08/01, signed and sealed by Lois Antonio Figueredo, P. E. (Submitted under previous NOA No. 02- 0128.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 06/02/10, prepared by Al— Farooq Corporation, signed, sealed and dated 11/24/10 by Javad Ahmad, P. E. Complies with ASTM E1300 -04 E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 10- 0729.02 Expiration Date: March 14, 2012 Approval Date: December 24, 2010 Atrium Florida, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. 3. Notice of Acceptance No. 07- 0831.06 issued to Cardinal LG for their "Laminated Glass Cardinal Sea -Storm Type B ", dated 10/11/07, expiring on 12/30/12. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated June 02, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. CTLA- 2005W, issued by Certified Testing Laboratories, Inc., dated February 24, 2010, signed and sealed by Ramesh O. Patel, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -3068 and FTL -3253, issued by Fenestration Testing Laboratory, Inc., dated 05/14 and 11/08/2001, both signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02- 0128.06) 4. Proposal No. 09 -1541 issued by BCCO, dated November 04, 2009, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09 -0707.05, issued to Atrium Florida, Inc. for their Series "MPSH" Aluminum Single Hung Window — L.M.I., approved on 08/26/09 and expiring on 03/14/12. Jaime D. Gascon P: E. Chief, Product Control Division NOA No. 10-0729.02 Expiration Date: March 14, 2012 Approval Date: December 24, 2010 E -2 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 (ART). 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: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, 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: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 4 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FM-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 Stool 1. Lim ‘4436.. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON. SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, 0, X?( XO, OX, )XO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE 1 EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS —� .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM --► .402 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" GLASS BITE L� .465 7116" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Florida Bu;ding Code Date C 4abal /1g, 7o07 NOA# 07— O G ZQ• /U Miami Dade Product Control fly IskoLL I. („krt Road By: take sweibna Raved 8y. RK Aradllis F.K Dote 8h8/D7 Claw 814107 Ral ionr B OLARIFYFXT. OF GLASS, OVERAL1.171100WESS AND GLASS BITE Revisiontig A ADD GLASS Bd1E MA TO GYAZ/NO DETAILS, ADD GLASS DEC. 7MC, REWSE NOTE 1, GLASS DESC IPT. B ADO NOTE a Dam Or oats: QuoiedBic Orly F. I K 2/22/07 J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMa FL 34275 P.O. 89X 1628 NOKOM1& FL 34274 P T Visibly Better eadvAbdik FD101 NOTES AND GLAZING DETAILS Tic ALUM. FRENCH DOOR & SIDE LITES, IMPACT saw 1X acre 1 - 10 11005-1 Rev. B Robek L Clark, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 3° 371/2 "I 60 71 3/4" 8 °- 953/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 0 WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.01 +75.0 -75.01 +75.0 -75.0 I +75.0 -75.0 I +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 - 44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 SINGLE SIDE LITE Rood the Roved fir AK Raved BF F.K Dor O WIDTH GLASS TYPES A, B, C OR D -34.0 +34.0 - 34.0 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: At GLASS TYPES: A. 3/8" LAMI (1I8" A, .090 PVB, 3/16" HS) B. 3/8" LAM! (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF A6. EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 1-43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as 'complying with the Florida Bu` l!g Code _ Date Mz�, B Miami qDade Product Control Rialsbnx 948/77 Oahe: 844/07 I B REVISED TABLE 2. DEIXON PRESSURES AND (MAIMED NON -REM. VERSION COMM GLASS TfPESB MAX SIZES INTO NOTES &At7D NOTES 58 8. Reivfekow A Dram Br FJC Detre 222/07 Che aadBy: J.J. REV/SENO7E 1, 2 8 3. ADD NOTATIONS TO TABLE 1 AND2 REDUCE MAX WE DEMON PRESSURE AND AGRlST.A(1DPS FOR TABLE 2 61 l 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 F.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES trre ALUM. FRENCH DOOR & SIDE LITES, IMPACT SnUNhod t FD101 scour lx Vast 2 m 10 11005 -1 B Robert L. Clark, P.E. PE #39712 Structural SEE NOTE 4 OX OR XO _371/2" MAX. A X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 7X0', 'OX', 'OXO' 70X0', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (7XX' DOOR = DOOR WIDTH/2 - 4.079) ° 1091/2 MAX. " I 731/2" MAX. 38 3/4" 71 3/4" A-'r--, - 24 9/16" MAX. DLO (TYP) '' Tilpo,) I!I)I O € \ 0 4 i /E{ / 1E O IE O SEE NOTE 4 OX OR XO _371/2" MAX. A X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 7X0', 'OX', 'OXO' 70X0', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (7XX' DOOR = DOOR WIDTH/2 - 4.079) ° 1091/2 MAX. " I ■ ---♦ -� SEE NOTE 3 +-1-0— —�-I MAX 71 3/4" A-'r--, - 24 9/16" MAX. DLO (TYP) '' Tilpo,) I!I)I O € \ Ar E X IE O // �E O il o // 0 lE \ X ACT \ ^i SEE NOTE 4 —' OXO SEE NOTE 4 A - '--' XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 363/4° MAX. MAX. 71 3/4" A-'r--, - 24 9/16" MAX. DLO (TYP) N. 1 // �E O o // 0 lE \ X ACT \ ^i 0); \ /� w /� "l C . , X ACT. /X INACT. itlIVA. A - '--' XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 363/4° MAX. SEE NOTE 4 95 3/4" MAX. A (TYP.) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" SEE NOTE 4 1/4" X. P.) Z �4,, :�e•�t a _ .cs ,t-;ing ith the hate OLT__!.`iig •L ItiiSrFtt_ CJ.. lT G SA±a�.r• sjrde is"•,dtset �ps4x+ri B✓!Y t° L • Rend* Dwbr Rood fly: FJC RewdBr FJC Derr 9'18+67 Drat W4177 R°rlrkes Ravitatx B A CORRECT VERTICAL DLO AND FOPoNfAS ADD DLO FORMULAS FOR DOOR AND SIDE WE ADD DOOR DLO DIM IDENTIFY DEAD DOLT AND SPECIFY 'ACT. AND 'l MACT. Dismay: Dew Di.aked BI aft FJC 2/22/07 J.J. 621/07 1070 TECHNOLOGYDRNE NOKOMIS, A 34276 P.O. BOX 1529 NOKOM1S, FL 34274 P�T ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vrbty Better Seifesakdok FD101 NTS Mot 3 d 10 avow No. 11005-1 Rye B fi l5- i:11 Robert L. lark, P.E. PE #39712 Structural 95 MA (TY // �E O I Er O o // 0 lE \ X ACT \ ^i \ \ // e /Er X INACT. SEE NOTE 4 95 3/4" MAX. A (TYP.) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" SEE NOTE 4 1/4" X. P.) Z �4,, :�e•�t a _ .cs ,t-;ing ith the hate OLT__!.`iig •L ItiiSrFtt_ CJ.. lT G SA±a�.r• sjrde is"•,dtset �ps4x+ri B✓!Y t° L • Rend* Dwbr Rood fly: FJC RewdBr FJC Derr 9'18+67 Drat W4177 R°rlrkes Ravitatx B A CORRECT VERTICAL DLO AND FOPoNfAS ADD DLO FORMULAS FOR DOOR AND SIDE WE ADD DOOR DLO DIM IDENTIFY DEAD DOLT AND SPECIFY 'ACT. AND 'l MACT. Dismay: Dew Di.aked BI aft FJC 2/22/07 J.J. 621/07 1070 TECHNOLOGYDRNE NOKOMIS, A 34276 P.O. BOX 1529 NOKOM1S, FL 34274 P�T ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vrbty Better Seifesakdok FD101 NTS Mot 3 d 10 avow No. 11005-1 Rye B fi l5- i:11 Robert L. lark, P.E. PE #39712 Structural I- EXTERIOR MAX. DLO INTERIOR MAX. DOOR HEIGHT t 1.489 DOOR SECT. A A VERTICAL EXTERIOR MAX. DLO Ff-i_, INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL CLEAR COLORED SEALANT SLVIEWG -G CORNER ASSEMBLY Approved as complying with the Florida Bolding Code Date Or" 718' 2007 Miami Dade Product Control By li~(nn I.L 4H--lt Date Rovhdone Ra adEy: FJC Doke &H807 i doear B NO CHANGE THIS SHEET. Road Br FJC Done 814107 A SHOW DOUBLE HOLLOW HEAD SECTIONAT CORNER ASSEMBLY Dram By: F.K Die 2!22/07 Mated By J.J. bV21/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better SGT_ EXAMPLE ELEVATIONS Mix ALUM. FRENCH DOOR & SIDE LITES, IMPACT lisrisaMorkt FD101 1/2x art 4 d 10 rmawtax 11005-1 Ras B Robert Clark, P.E. P #39712 Structural MAX. 'X WIDTH r—J 'XX' SECT. C -C HORIZ. MAX. SL WIDTH01 MAX. DLO 'X SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E HORIZ. (DOOR WI SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX.,] DLO MAX. SL WIDTH INTERIOR EXTERIOR MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Bolding Coq Date Cie- 1 1°0/ NOA# O'� ©�by. 0. Miami Dads Product Control Div ion ! By .S.R f �4u,tc Read 8r Dew Amid By: FJC tambr 9118 nevisews 8 NO MANGE MS BHEET. Raved D. FJC Da1x 8/14177 R A ADD 'DOOR WI SIDE LITE' TO SECTION SE & SW&E SIDE LUTE' TO SECT. F-F Orton Br FJC Ddx 2/22/07 Checked By J.J. Debt 6/"21/07 I 1070 TECHIVOLOGYDRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 BG� Visibly Better VERTICAL SECTIONS New ALUM. FRENCH DOOR & SIDE LITES, IMPACT 88AnAladeE FD101 Soft 1/2x d 10 Desingtia 11005-1 Roc B 1/ /1 'U Robert L. Clark, P.E. PE #39712 Structural ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 PGT# DESCRIPTION 943B 60411 FRAME HEAD 1010 6Q300 WSTP.,Q -LON .190 X .375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 955 7955X FLUSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRIKEPLATE 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPXP #8-32 X .500 PH. FL. MS - S.S. W /SIUCONE PATCH 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 915D 60380 FRAME JAMB ( OUTSWING) • 1010 6Q300 WSTP.,Q -LON .190 X .375 HIGH 6608 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061-T5 1140 78X112PSATS #8 X1.500 PHSQAT /S 1048 71048 JAMB SCREW COVER CAP 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 30 91 OD 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911 E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO 33 1178 71058FP W,B HINGE EXTRUSION #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X .500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 9848 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 60200K WSTP.,Q -LON .190 X .200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS ITEM 60 61 62 63 64 DWG # 920D 921 D 916B 1155 998 PGT# 6920D 6921 60381 781 PQA 7998 DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X 1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X1.030 SHEET METAL SCREW 70 71 72 4222A 712653K • 71267K 64222 SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA BEAD, 7/16" 73 92 988 986 6988 BEAD, 3/8" 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK .650 ▪ 504 --•-, H-- fl .360 . 055- "- 11'-' -7 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 1-0- 2.750- ---" -I 1 .125J TUBE MULL 6063 -T5 Approved as complying with the Florida Binding ode Date SGT i8'� Q�+� NOM b 2 7 -06 Miami Dade Product Control By, Herod ST Head FIG Oar 9/18107 Ravkletaw 8 NO CHANGE THIS SHEET. AradBi. RK Daft 8F14/07 ADD ITEM 103 DEAD SOLTAND 'INACTIVE PANEL ONLY* TO ITEM 41. +8x paw Checked By Dar 6✓21/07 EX 2/22/07 2/22/07 J.J. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 P T visibly Better swaagmak PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Soak 1/2x 6 of 10 Drevbg 11005-1 B Robert L. Clark, P.E. PE #39712 Structural 4.626 4.000 1.400 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3.655 4.726 4.100 3.111 11 .550 FILLER HEAD ADAPTER 6063 -T6 .489 FRAME HEAD 6063 -T6 .050 079 I I 1.489 7 1.479 3.000-04 OUTSWING THRESHOLD 6063 -T6 1.750 L175°1 1.750 DOOR PANEL SIDE RAIL 6063 -T5 4.726 4.100 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 1.500 F 1251 .558 Il .750 .683 II l5 [.050 I T TRUSS CLAMP 6063 -T5 3/8" GLAZING BEAD 6063 -T5 1-0- --- 3.100 4.675 4.726 4.100 i DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 7/16" GLAZING BEAD 6063 -T5 SL HEADER 6063 -T6 SL SILL 6063 -T6 r1"1 (1.578 --� .890 DOOR FRAME, JAMB - 6063-T6 i � 0 r SL JAMB 6063 -T6 830 .050 .050 3.000 i 2.980 SL JAMB ADAPTER 6063 -T6 .050 1.620 .250 -0-1 h'-- WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 Approved as complying with the Florida Building Code Date O(_.T 1 f j ?co? NOA# A7• -64 2 9. /O Miami Dade Product Control By ISIA9.7 I. .�ryt4it. Rows Bp Rarkdane Rend Say: F.K Doe 9/48+07 Rratiam B NO CHANGE 7MSSNEET. Rood By: FJG Its 8/1447 Revlabixa A F.K DAC 2/22/07 J.J. ADD 'DOOR' TO44BN20 I (BASS BED DIAL TO ITEMS 30, 31, 44, 45582 6/21/07 1070 TECHYOLOGYDR/VE NOKOM!S FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 SGT_ visibly Better EXTRUSION PROFILES law ALUM. FRENCH DOOR & SIDE LITES, IMPACT eadmMadst P0101 112x 7 of 10 110054 Aas B 27. Ro rt L Clark, P.E. PE #39712 Structural JAMB ZONE "A" HEAD ZONE "C "� X JAMB ZONE "A" HEAD "ZONED ZONE D "1 / , n U / / JAMB ZONE "A" SILL } ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD f-Z ENE-t- --ZONE Z ENE1 / JAMB ZONE "B" oxo 1 SILL 1 SILL ONE -� — --- ZONE F„ -ZONE-I E SEE TABLE 7., SHT. 9 E NOTES: JAMB ZONE "B" I SILL t ZONELD"� ZONE "D "_I SEE TABLE 4., SHT. 9 JAMB ZONE "B" HEAD ZONE "E" 1 0 I SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD ZONE D "ZONE F "—t-ZOE E-4 { JAMB ZONE "A" 1 /\ / <XXOOR • \ . I V ` \ OXX / I AA A A \ . } JAMB ZONE "B" , / SILL SILL SILL ZONE D "ZONE "F„ --�-Z ENE - SEE TABLE 7., SHT. 9 JAMB ZONE "B" • HEAD HEAD ZONE "D " ZONE "E" JAMB ZONE "A" , XO OR OX JAMB ZONE "B" I ZONE L"D" t ZONE "E" SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD t-Z ENE -ZONE "F "ZONE "F" f ZONE 1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL I SILL - ZONE -ZONE "F" "F "�ZONE-f E E SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approved as cu+utp4;;ag with the Florida Baiting CWe Date C 01181 Loo? NOA# 0?-04m /66, Miami Dade Product Control Fawn Br awe Rix Road RIG Data: 91107 Revision B NO CHANGE THIS SHEET. Road Ibc PK Dam: BF F.K Date: 8114/07 Dam 2/22/77 CHANGE 7(0' OR Wx ANCHOR ZONE FROM 'C'TO 9. ADD A NCHOR TYPES TOSOLUTIOM X21/07 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1r�T Visibly Better ANCHORAGE, CONFIGURATIONS nac ALUM. FRENCH DOOR & SIDE LITES, IMPACT a FD404 Soak NTS Nat 8 d 10 Dairshv Na 11005-1 Robe L. Clark, P.E. PE #39712 Structural A A A-A I A AA / / OXXO AA A A \ . ,. .. } JAMB ZONE "B" JAMB 2 1 ( ' Y Y W Y W ]EId W k A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL I SILL - ZONE -ZONE "F" "F "�ZONE-f E E SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approved as cu+utp4;;ag with the Florida Baiting CWe Date C 01181 Loo? NOA# 0?-04m /66, Miami Dade Product Control Fawn Br awe Rix Road RIG Data: 91107 Revision B NO CHANGE THIS SHEET. Road Ibc PK Dam: BF F.K Date: 8114/07 Dam 2/22/77 CHANGE 7(0' OR Wx ANCHOR ZONE FROM 'C'TO 9. ADD A NCHOR TYPES TOSOLUTIOM X21/07 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1r�T Visibly Better ANCHORAGE, CONFIGURATIONS nac ALUM. FRENCH DOOR & SIDE LITES, IMPACT a FD404 Soak NTS Nat 8 d 10 Dairshv Na 11005-1 Robe L. Clark, P.E. PE #39712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE A,B,C,D 2,3, WOOD 1727. NC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOODI 1,2, CONC TABLE 5. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 11,2, CONC DOOR WIDTHS "X" - 25.50 TO 37.50 LOAD ZONES WIDTH x HT. X U 2 x X J X a DOOR WIDTHS "VC' - 47.75 TO 71.75 LOAD ZONES WIDTH x HT WIDTHS "O "- 10.75 TO 36.75 LOAD ZONES WIDTH x HT. 6 0 0 DOOR WIDTHS "X" - 25.50 TO 37.50 LOAD ZONES SIDE LTTE WIDTH X HT. JW a J m N 2 o IC 00 X gm X DOOR WIDTHS "X" - 25.50 TO 37.50 "XX" - 47.75 TO 71.75 LOAD ZONES SIDE LITE WIDTH x HT. 0- JAMS "B" 0 - HEAD /SILL "E" X,XX - HEAD/SILL "F" 4 0 W 0 25.50 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 2 7 3 2 7 3 2 7 3 2 7 3 2 7 3 2 7 3 2 2 2 2 2 2 2 2 2 2 2 2 2 7 7 7 7 8 8 8 8 8 8 8 8 8 3 3 5 5 3 3 5 5 5 3 5 5 5 2 10 5 3 8 3 3 3 3 3 3 3 3 8 8 10 10 8 8 8 5 5 5 3 5 3 5 3 5 3 5 3 3 3 3 3 3 10 10 8 3 5 3 5 3 5 8 10 10 3 5 3 5 3 5 3 10 4 3 47.75 x 79.75 4 83.75 5 87.75 5 91.75 5 95.75 5 51.75 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 6 55.75 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 59.75 x 79.75 5 83.75 5 87.75 6 91.75 6 95.75 6 63.75 x 79.75 5 83.75, 6 87.75 6 91.75 6 95.75 7 67.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 71.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 3 4 4 4 4 4 4 4 4 4 4 4 4 6 7 7 7 7 7 7 7 7 7 7 7 7 2 2 2 2 2 4 7 4 8 5 8 5 8 5 8 5 8 5 8 5 8 5 8 5 8 5 8 6 10 5 8 5 8 5 8 6 10 6 10 5 8 5 9 5 9 6 10 6 10 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Raved By: Ober Revisaar 3 10.75 x 79.75 3 83.75 3 87.75 3 91.75 3 95.75 3 12.75 x 79.75 3 83.75 3 87.75 3 91.75 5 95.75 3 19.00 x 79.75 3 83.75 3 87.75 5 91.75 5 95.75 3 21.75 x 79.75 3 83.75 5 87.75 5 91.75 5 95.75 3 27.75 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 5 36.13 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 5 36.75 x 79.75 5 83.75 87.75 5 91.75 5 95.75 Road By: FIG 8118.097 Rend ex Dax RK 81407 AxmBy: Dame F.K 2122107 Re B NO CHANGE THIS axasker A LtmtadBy: J.J. ADD 'ALSO USE WI TABLE 8 TO TABLE 4' D. CHANGE TABLE S. T E A D ZONE 1C' TO 77 AND OOLLAANREFERENCE. ADD "E" TO ANCHOR TYPE 3 Dew 6/21/07 4 1 4 1 4 1 4 1 4 1 4 1 4 4 1 4 1 4 1 4 4 4 4 4 2 4 2 4 2 4 2 4 4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 4 2 2 4 2 4 2 4 2 5 5 2 5 2 5 2 5 2 4 2 4 2 4 2 4 4 2 4 2 6 2 6 2 4 2 6 3 6 3 7 3 7 3 7 3 6 3 6 3 7 3 7 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 7 10.75x79.754 2 83.75 4 2 87.75 4 2 91.75 4 2 95.754 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 4 3 4 3 4 3 5 3 6 3 6 3 6 4 6 4 7 5 7 5 7 5 6 4 6 4 7 5 7 5 7 5 USE JAMB ANCHOR FROM TABLE 3. AND SAME UNE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 F G CC 2 03 EAD QUANTITIES FR AND SAME UNE USE JAMB ANCHOR FROM TAB 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 4 2 4 2 4 2 G 4 2 5 4 2 0 4 2 Old 4 2 u� ? d 4 2 <? 95.75 4 2 a 19.00 x79.75 4 3 it 83.75 4 3 0 87.75 4 3 C 91.75 4 3 N 95.7577 v 21.75 x 79.75 4 3 6 83.75 4 3 0 87.75 3 , 91.75 5 3 C 95.75 5 3 ri 27.75 x 79.75 5 3 m 83.75 5 3 F 87.75 5- 3 91.75 6 3 95.75 6 3 co 36.13 x 79. 4 p 83.75 75 6 6 4 Fz 87.75 7 5 91.75 7 5 cc 95.75 7 5 0 36.75 x 79.75 6 4 z 83.75 6 4 ' 87.75 7 5 91.75 7 5 95.75 7 5 4 2 4 2 4 2 G 4 2 4 2 O 4 2 0 4 2 W 4 2 to 4 2 4 2a 2 U. 0 4 2 z 4 2 N 4 2 0 Q GC 4 2 u. 4 2 4 4 2 0 4 2 ei 4 2 4 2 F 4 2 a 4 3 ix 4 3 0) 4 3 W 4 3 4 3 g 4 3 re 4 3 = 4 3 4 4 4 3 3 3 4 3 4 W to APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida 16uidin Code Date B T if/ 2007 NOA# /17- t" zf l0 Miami Dade Product Control Aivist u B 1s44 I. (-Lori (4.1.. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 I Visibly Better ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Stifsidtaikik FD101 NA Mat 9 d 10 Dmainglia 11005-1 Robe Clark, P.E. E #39712 Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 � 1 3/4" I MIN E.D. 1 3/4"� MIN E.D. I • sy;r•..::•4 t. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 1/4" MAX. SHIM I{I{ :1,a•nn uuiM+rnm . A ,....: -:.„ 4. mi ii iriimu ur 1471 •• •• 1 3/4" MIN. E.D. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 EXT. 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM ..1 3/4" MIN. E.D. •• ,...t •4 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT . SHIM 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 i1/4" MAX. 2X WOOD BUCK, NOTE 2 EXT. 1 3/8° MIN. SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 �.• •,, .. •.� ;`4;.; : 1 3/8 " TYPE 1 • r = "' ` • 1 3/4" TYPE 2 EXT. 1 13/4 t� 3.4 KSI MIN. CONC. f IN. E.D. DOOR SILL (CONC) 1 3/4° . , • I►OII1}. Fd,4,• 1 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) --►� 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1 3/4° : MIN. E.D. 1/4" MAX. SHIM I tit{ . 11 ) ,��:r ° ;, -:. ;'� "..'. 1.5 KSI MIN. CMU OR • �• fi�:;K 3.4 KSI MIN. CONC. ,.. ___ • • ...:• 4 • 1 314° MIN. E.D. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8° MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. I...•— 1 3/4" —.. MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON- SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as cu.,git: g with the Florida Dueling Code , Date ©C.T / �i 200 NoA# ?- Zg. tv Miami Dade Product Control r �l I. Cl 4ti� Rowed BF Reed &r FJC Dew WIEVO7 Rerkeenit B NO CHANGE THIS SHEET. Raved ay: FJC Deka &14107 Dream ag F.K Date: 222/07 ReMNa� A ni J.J. SPEC. TYPE 1 & 2 EASED. ON CONC. DETAILS. SPEC. TYPE2& 3 ON WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. X1/07 I 1070 TECHNOLOG Y DRIVE NOKOMIS, FL 94276 P.O. BOX 1829 NOICOMIS FL 34274 12 1 c; Via* Better ANCHORAGE DETAILS Take ALUM. FRENCH DOOR & SIDE LITES, IMPACT llatfaalMadst FD101 emir NTS Shaft 0 d 10 11005 -1 RIPE B Robe it L. Clark, P.E. PE #39712 Structural Charles. C. Mitchell CONSULTING ENGINEER RE. II127 RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23 WINDOWS AND DOOR WID PRESSURE FOR CHRISTOPHER UNSTEAD RESIDENCE AT MIAMI SHORES , FLORIDA CHARLES C. MITCHELL P.E.# 11127 SEAL: * No. 1.1127 I. STATE OF E 0 ONA� .r 6 f®i V3 1221 PAGES 1 TO 4 1/16/2012 WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Charles C. Mitchell I Company Name: Description: Christopher Unstead Residence User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or I II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 9.50 ft Ridge Height (RHt) 15.41 ft Mean Roof Height (Ht) 12.45 ft Width Perp. To Wind Dir (E 48.00 ft Width Paral. To Wind Dir (I. 43.00 ft Calculated Parmaters Type of Structure Height/Least Horizontal Dim 0.29 Flexible Structure No ;ulat d Par ate Importance Factor 1 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values 9.500 Alpha = zg = 900.000 At = Bt = Bm = 0.105 1.000 0.650 Cc = 0.200 I= Epsilon = ft 0.200 Zmin = 15.00 ft Gust Factor Cat or Rigid Structu Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 - Simplified R thud 0.85 Gust Factor Category ll,: Rigid Stru Zm Zmin oinplete Analys s 15.00 ft lzm Lzm Q Gust2 Cc * (33/z) ^0.167 I *(zm /33) ^Epsilon (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.2281 427.06 0.9229 0.8844 ft Bust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc • is Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 1 of 4 B WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure (Ib /ft^2) Windward WaII* 0 Ib/ft^2 +GCpi -GCpi 15.41 0.85 1.00 39.60 19.84 34.01 15 0.85 1.00 39.37 19.69 33.86 Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) L Variable Formula Value Kh 2.01 *(15/zg) ^(2 /Alpha) 0.85 Kht Qh Khcc Qhcc Topographic factor (Fig 6-4) .00256 *(V) ^2 *I *Kh *Kht *Kd Comp & Clad: Table 6 -3 Case 1 .00256 *V ^2 *I *Khcc *Kht *Kd 1.00 39.37 psf 0.85 39.37 psf Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Roof Pressure Coe f icie , Cp Cp 0.8 Roof Area (sq. ft.) Reduction Factor 1.00 Caiculal Additional Runs Leeward Walls (Wind Dir Normal to 48 ft wall) Leeward Walls (Wind Dir Normal to 43 ft wall) Side Walls rid Normal to 48 ft Face r be rag a for other grinddireciio -0.50 -0.48 -0.70 -23.82 -23.04 -30.52 -9.65 -8.87 -16.34 Roof - Wind Normal to Ridge (Theta > =10)' for Wind Normal to 48 ft face; Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Developed by Meca Enterprises, Inc. Copyright 2006 -0.57 -0.06 -0.47 -0.57 -0.47 -26.22 -9.05 -22.69 -19.13 -15.61 -12.04 5.12 -8.52 -19.13 -15.61 1/16/2012 Page No. 2 of 4 1/16/2012 WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 43 ft face Dist from Windward Edge: 0 ft to 24.9 ft - Max Cp Dist from Windward Edge: 0 ft to 6.225 ft - Min Cp Dist from Windward Edge: 6.225 ft to 12.45 ft - Min C Dist from Windward Edge: 12.45 ft to 24.9 ft - Min Cp Dist from Windward Edge: > 24.9 ft -0.18 -0.90 -0.90 -0.50 -0.30 -13.11 -37.21 -37.21 -23.82 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg) ^(2/Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 39.37 14.0 Deg Transverse .. u a q , Wind Pressures on Main Wind Force Res sting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 4 1/16/2012 WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.3 = => a 2 - 2- 1 2 _3. a a a Gabled Roof 7 < Theta <= 45 4.30 ft Double Click on any data entry line to receive a help Screen Component Width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min window 1 3.08 4.16 12.81 4 0.98 -1.08 45.71 -49.65 window 1 3.08 4.16 18.72 5 0.95 - 1.30 44.57 -58.42 window 2 4.5 4.16 16.00 4 0.96 -1.06 45.04 -48.98 Door 3 6.67 20.01 4 0.95 - 1.05 44.37 -48.30 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 4 of 4 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. J`- TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. al description of property d street/address: ^/a/ /t)4sr CFN 2012R0097193 OR 5k 27493 Ps 3201; (1ps) RECORDED 02/10/2012 11:30:45 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Spa above reserved for use of recording office xc i�lo /ls5- xl,Ata c iv aater®A,Ygiz . ilivsr..�. > 6? N 2. Description .f Improvement in:ei iA 331 p e .z. 3.Owner(s) name and address: Interest in property: r : Name and address of fee simple titleholder: 4. C . . i = ctor's • : e address : d_p • ne n • s.,. i /04 .S Y /Ate, is. •, ter; L► 1.111i1311W;VI 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. N Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner up notices or other documents may be served as. provided by Section- 713.13(1)(x)7., Florida Statutes, Name, address and phone number: :/R 000rrrfff wham C oil ems'. 33'1SO.` �L'• = 33® O. 1716 1 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date e 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF. THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION' 713.13. FLORIDA STATUTES AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner/Manager Prepared By Prepared By Print Name Title/Off ce Print Name 'Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE � Q� The f �g =nt w c wied before me this ' day of By �!1X 1t 1� ��n ► { luaIE or ■ as Pbrsortally known, or ID produced the folio Signature o for type of iderttifi otary Public: Print Name: (SEAL). �lisir Under penalties of perjury, I declare that : via read the foregoing and that the facts stet In It are tire to . -1 of my knowledge and belief. Signature(s) o /, lAaftirollfri.44 4, '11112013, w NOTARY 1, .Commission,, rued Officer /Director/Partner/Manager who signed above: % d?);‘. 00881412. ',;'•,,,f .... FL1.. By ` ,// By 123.01$2 PAGES &10 STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that -this is a true copy of the original filed in this office on day of EB 10 2012 WITNES IARVE .�u , A D 20 hand and Official Seal. N CLERK, of Circuit and County Courts nC 47 3/8" 4 3/4° MAX. CORNERS U, M D.L.O. (FIX. LITE) 14 1/2" MAX. J ci X v 0 us 0 0 4t Co FALSE MUNTINS (SURFACE APPLIED) MAY BE USED SERIES MPSH /M41 -51 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY /HVHZ 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 FLORIDA BUILDING CODE 2007 EDITION 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 47 .1 /2" D.L.O. (VENT) 50" VENT WIDTH 52 1/8" BUCK WIDTH 53 1/8" WINDOW WIDTH 2 M 47 3/8" 4 3/4" MAX. CORNERS WINDOW HEIGHT D.L.O. (FIX. LITE) 14 1/2" r® MAX. 41— — 47 1/2" FLANGE FRAMES TYPICAL ELEVATION TESTED UNITS CO THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. En9r: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PACT REM& an complying wfth*et Oda* Coo Mcopinnos No • ""0 .02 U FAX. (214) 424 -6734 { 0 a ~U a: UPDATED FOR 2004 MC UPDATED FOR 2007 GENERAL REVISION .c c 0 0 a, 0 0 N 0 N N O 00 O 0 N O 0 N 0 .0 m V a W A U { ( drawing no. [wo1-81 sheet 1 of 9 NOTE: 1. GLASS TYPES A, B & E QUALIFY FOR BOTH LARGE AND SMALL MISSILE IMPACT 2. GLASS TYPE C QUALIFIES FOR LARGE MISSILE IMPACT ONLY. 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' OR .090" INTERLAYER BUTACITE PVB BY ' DUPONT' 1/8" ANN. GLASS z i0 z i0 ONE PART SILICONE 'PECORA 895' OR , TWO PART SILICONE 985' ,� GLASS TYPE 'C' LMI ONLY SEE NOTE 2 1/8" ANN. GLASS .090" INTERLAYER SAFLEX IIIG BY ' SOLUTIA' OR .090" INTERLAYER BUTACITE PVB BY ' DUPONT' 1/8" ANN. GLASS ONE PART SILICONE 'PECORA 895' OR cro TWO PART SILICONE 'PECORA 985 rally vim GLASS TYPE 'A' n n 6" MAX. HEAD /SILL CORNERS 47 3/8" D.L.O. (FIX. LITE) 13 1/2" MAX. HEAD /SILL BUCK HEIGHT to 1/8" HEAT STREN. GLASS .090" INTERLAYER SAFLEX IIIG BY ' SOLUTIA' OR .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8° HEAT STREN. GLASS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 47 1/2" D.L.O. (VENT) 50" VENT WIDTH 52 1/8" z ONE PART SILICONE 'PECORA 895' OR TWO PART SILICONE 3 'PECORA 985' ,1 GLASS TYPE 'B' GLAZING OPTIONS BUCK WIDTH 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8° ANN. GLASS .090" INTERLAYER SAFLEx 1110 BY ' SOLUTIA' OR .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS ONE PART SILICONE 'PECORA 895' OR TWO PART SILICONE 'PECORA 985' 2 6" MAX. HEAD /SILL CORNERS 47 3/8" FIN FRAMES TYPICAL ELEVATION TESTED UNITS GLASS TYPE 'E' D.L.O. (FIX. LITE) 13 1/2" MAX. HEAD /SILL / D.L.O. (FIX. I . . • 0 11 D.L.O. (VENT) • . C1 1 I 1 I to 1/8" HEAT STREN. GLASS .090" INTERLAYER SAFLEX IIIG BY ' SOLUTIA' OR .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8° HEAT STREN. GLASS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 47 1/2" D.L.O. (VENT) 50" VENT WIDTH 52 1/8" z ONE PART SILICONE 'PECORA 895' OR TWO PART SILICONE 3 'PECORA 985' ,1 GLASS TYPE 'B' GLAZING OPTIONS BUCK WIDTH 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8° ANN. GLASS .090" INTERLAYER SAFLEx 1110 BY ' SOLUTIA' OR .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS ONE PART SILICONE 'PECORA 895' OR TWO PART SILICONE 'PECORA 985' 2 6" MAX. HEAD /SILL CORNERS 47 3/8" FIN FRAMES TYPICAL ELEVATION TESTED UNITS GLASS TYPE 'E' D.L.O. (FIX. LITE) 13 1/2" MAX. HEAD /SILL 47 1/2" D.L.O. (VENT) 50" VENT WIDTH 52 1/8" BUCK WIDTH Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3588 aPROiti3JcT REdludlr k amproC igw�t !!il Code Ace it nee Na f err Z V l vti vi tat to FAX. (214) 424 -6734 N C O C 0 a u N as a rc UPDATED FOR 2004 FBC UPDATED FOR 2007 FBC n 0 '0 O 0 O 0 0 n° P 0 m U a "1 a 0 • 1 • drawing no. W01 -81. sheet 2 of 9 1 1 1 i 1 - / 1 I / 1 It I I I 1 II . . • - - 81 11 • . C1 II I I I I II . 47 1/2" D.L.O. (VENT) 50" VENT WIDTH 52 1/8" BUCK WIDTH Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3588 aPROiti3JcT REdludlr k amproC igw�t !!il Code Ace it nee Na f err Z V l vti vi tat to FAX. (214) 424 -6734 N C O C 0 a u N as a rc UPDATED FOR 2004 FBC UPDATED FOR 2007 FBC n 0 '0 O 0 O 0 0 n° P 0 m U a "1 a 0 • 1 • drawing no. W01 -81. sheet 2 of 9 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF BUCK DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 24° 28" 32" 36° 40" 44" 48" 52" 36" (3) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 28" 32" 36" 40" 44" 48" 52" 44" (4) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 28" 32° 36" 40" 44" 48" 52" 52' (4) 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 24" 28" 32" 36" 40" 44° 48" 52" 60" (5) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.8 79.8 80.0 80.0 80.0 80.0 80.0 80.0 24" 28° 32" 36" 40" 44" 48" 52" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 77.3 77.3 80.0 80.0 24" 28" 32" 36" 40" 44" 48" 52" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77° 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.3 70.3. 77.5 77.5 73.8 73.8 77.7 77.7 NO. IN PARENTHESIS INDICATE NUMBER OF ANCHORS PER JAMB. EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF BUCK DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) i NT.( -) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) 18-1/8" 25-1/2" 36" 52-1/8" 25" (4) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 18-1/8" 25 -1/2" 36" 52 -1 /8" 37 -3/8" (4) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 18 -1/8" 25 -1/2" 36` 52-1/8` 49 -5/8" (4) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 18-1/8" 25-1/2" 36° 52 -1/8" 57" (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 18 -1/8" 25 -1/2" 36" 52-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 62" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.0 78.0 80.0 80.0 80.0 80.0 80.0 80.0 18 -1/8" 25-1/2" 36" 52-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 77.5 77.5 73.6 73.6 77.5 77.5 NO. IN PARENTHESIS INDICATE NUMBER OF ANCHORS PER JAMB. BUCK WIDTH FLANGE FRAME BUCK WIDTH FIN FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 �FngrJJAVAD AHMAD WIDTH 0 w CML FLA. PE 11' 70592 C.A.N. 3538 EQUAL LITES i!'RODUCF REVISE. as complying with the Florida Wilding Code Acceptance No l2 z Q a n o 0 uri O t 0Q O • a.< °r 0 Q3� a J o0 00 0 0_ 0 a M to I N Z 3 0 • C .U) • C Q a. ,0. U m 0 a UPDATED FOR 2004 FBC UPDATED FOR 2007 FBC REV. PER BCCO COMMENTS a7 0 0 0 C A 102.12.02 B 102.07.07 8 0 0 U a a a 0 0 N I N S drawing no. W01 -81 sheet 3 of 9 sheet 4 of 9 ) UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF BUCK DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) 24" 28" 32" 36" 40" 44" 48" 52" 52' (4) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 24" 28" 32" 36" 40" 44" 48" 52" 60" (5) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.4 74.4. 80.0 80.0 77.3 77.3 80.0 80.0 24" 28" 32" 36" 40° 44° 48" 52" 72" (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.8 77.8 80.0 80.0 75.7 75.7 80.0 80.0 72.4 72.4 80.0 80.0 70.5 70.5 80.0 80.0 67.4 67.4 74.9 74.9 66.3 66.3 80.0 80.0 63.4 63.4 70.4 70.4 24° 28" 32" 36" 40" 44" 48" 52" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77" 79.0 79.0 80.0 80.0 75.6 75.6 80.0 80.0 (6) 73.3 73.3 80.0 80.0 70.1 70.1 77.9 77.9 69.0 69.0 80.0 80.0 66.0 66.0 73.4 73.4 65.2 65.2 80.0 80.0 62.4 62.4 69.3 69.3 64.6 64.6 77.7 77.7 61.7 61.7 68.6 68.6 NO. IN PARENTHESIS INDICATE NUMBER OF ANCHORS PER JAMB. UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF BUCK DIMS. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 18-1/8" 25 -1/2° 36° 52 -1 /8" 49 -5/8" (4) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 18-1/8" 25-1/2" 36" 52-1/8" 57" (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.0 76.0 80.0 80.0 80.0 80.0 80.0 80.0 18-1/8" 25 -1/2° 36" 52-1/8" 62° (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.1 73.1 80.0 80.0 74.3 74.3 80.0 80.0 18-1/8° 25 -1 /2" 36" 52 -1/8" 77" (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.0 79.0 80.0 80.0 75.6 75.6 80.0 80.0 64.4 64.4 77.5 77.5 61.6 61.6 68.4 68.4 NO. IN PARENTHESIS INDICATE NUMBER OF ANCHORS PER JAMB. BUCK WIDTH FLANGE FRAME BUCK WIDTH FIN FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 UNEQUAL LITES (ORIEL TYPE) Engr: JAVA) AHh1AD CIVIL PRODUCT REVISE& mo complying Mt the Florida Olddin Cade Acceptance No to, �:� /L9 ©2 J o °i W 4 d N " o O o 0. cc 0 of oE<Q S o E O; O 4W Uta J to 4 Wg a 0 v FAX, (214) 424 -6734 C 0 a 1. U rn m a_ .0 C 43 a m 0 a 0 IN 0 w� O in N N iI a a e 0 drawing no. WO1 -81 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 14 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES d 1. NOT BY ATRIUM 4 a Q 1BY WOOD BUCK a a a. 0 0 #8 FH SMS (2) PER GUIDE II r_j 2 2 N a J 0 Wx I u Q gIg r -. JIa 4 a O 4 4 4a 4 a 4 4 O 4 METAL STRUCTURE TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STUD STRUCTURE WOOD FILLER READ. WHEN STUD THICKNESS IS LESS THAN O.1 IN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SP MIAMI -DADE COUNTY /HVHZ APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS, METAL STUDS AND METAL STRUCTURE NOT BY ATRIUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu =120 KSI. Fy =92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 K51, Fy =155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY /HVHZ APPROVED MULLIONS (MIN. THK. = (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK Pm = 2000 PSI MIN. .090 ") FLANGE FRAME WINDOW Engl.: JAVA!) AMMO CML FLA. PE # 70592 CAN. 3538 V 24 2010 PRODUCT REVISE. to magi**. with 61 adds Suidbg Code • r • .0 a 0 0 1✓ COMP - ANL \W01 -81KL FAX. (214) 424 -6734 C UPDATED FOR 2004 FBC 6 0 ai sa 0 v 0 0 C r u drawing no. W01 -81 sheet 5 of 9 c � 1/4" MAX. SHIM METAL STRUCTURE METAL STUD STRUCTURE VENT WIDTH D.L. OPG #8 X 3/4" SMS (2) PER GUIDE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM Q v EXTERIOR D.L. OPG. WINDOW WIDTH V 48Y .WOOD BUCK 0 WOOD FILLER REDD. WHEN STUD THICKNESS IS LESS THAN 0.1 IN. 1/4" MAX. SHIM MIAMI —DADE COUNTY /HVH2 APPR.D MULLION SEE SEPARATE APPROVAL TYPICAL ANCHORS [-SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. �Jw.. �iii�s W000 B K WOOD STRUCTUR 1 FLANGE FRAME WINDOW Engr. JAVAD ANMAD CML FLA. PE • 70592 CAN. 3538 tw9 Cemplyi%g with aside saidistpRoDUCTayieREVISEk Aeceptearx i 9:02. (214) 424 -6734 C a. L U U) w UPDATED FOR 2004 FBC NO CHANGE THIS SHEET 0 c§ REV. PER BCCO COMMENTS C L o 0 iC 8 102.07.07 0 C U C W O n N I • °u u drawing no. WO1 --81 sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY ATRIUM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 110 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD 110 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY /HVHZ APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) WOOD BUCKS, METAL STUDS AND METAL STRUCTURE NOT BY ATRIUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. #8 X 3/4" SMS (2) PER GUIDE 1/4" MAX. VENT WIDTH o AMMO. MIAMI -DADE COUNTY /HVHT APPR,D MULLION SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD FILLER REOD. WHEN STUD THICKNESS IS LESS THAN 0.1 IN. METAL STUD STRUCTURE 1 /4" MAX. GAP TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAME WINDOW Engr JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 6112,4 2010 PROD1JCT REVISLr, complying witht�'I1IQd Aeceptilmts ND Exf Tuft z O 4 g n O o o ca O. o O v O o O1 g O O.<Q O to E 4 S 00 4 LTA s t by I description UPDATED FOR 2004 rBC Ui W se W U 2 2 REV. PER BCCO COMMENTS L a 0 a �u t � drawing no. W01 -81 sheet 7 of 9 1.128 ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS �U °0 2.691 2.691 062 1.125 I I KCO -241 1 FRAME HEAD (FLANGE) 6063 -T6 875 .813 1A KCO -2051 1 FRAME HEAD (FIN) 6063 -T6 - -J .813 1.063 1 2 KCO -2042 1 FRAME SILL (FLANGE) 6063 -T6 - •375 .062 1.063 i 1.437 2.250 .062 2A KCO -2052 1 FRAME SILL (FIN) 6063 -T6 T____ - .813 i 3 KCO -2043 2 FRAME JAMB (FLANGE) 6063 -T6 - +I .120 -"•1 0 FRAME HEAD L_1.563 • (FLANGE) 3A KCO -2053 2 FRAME JAMB (RN) 6063 -T6 .120 ••,1 i M- -1.563 0 FRAME HEAD (FIN) 4 KCO -2045 1 VENT TOP RAIL 6063 -T6 - 0 FIXED 1.321 MEETING RAIL 5 KCO -2046 1 VENT BOTTOM RAIL 6063 -T6 - 6 KCO -2047 2 VENT SIDE RAIL 6063 -T6 - j--- -1.375 --j j r- J 1.375 --�j 7 KCO -2044 i FIXED MEETING RAIL 6063 -T6 - 8 RP -800 4/ LITE GLAZING BEAD -7/8" GLASS RIGID PVC - 2.691 1.563 db2 1.379 2.691 1.563 062 8A RP -801 4/ LITE GLAZING BEAD -3/8" GLASS RIGID PVC - 9 KCO -242 - SASH STOP 6063-T6 - 1.437 l .063 2.250 9A - - ALT. SASH STOP INC - 10 - AS READ. FRAME ASSEMBLY SCREW - #8 X 1" PHPH SMS 1.128 1.128 11 - AS READ. VENT ASSEMBLY SCREW - #8 X 1" PHPH SMS I< 12 VTF -2009 AS REOD. GLASS SPACER SEE DTL. POLYPROPYLENE - DUROMETER R78 TPE - DUROMETER 70 SHORE A M vi O g Q W cn p F (� VENT v I- 2.000-1 .813 0 FRAME JAMB (FLANGE) - @ - 1.1251.500 ---1 .813 FRAME JAMB (FIN) 13 W23151NG AS REOD. FIN SEAL WEATHERSTRIPPING - ULTRAFAB .150X.187 OR EQUIV. °••1.126 -•1 TOP RAIL 14 W23171NG AS REOD. FIN SEAL WEATHERSTRIPPING - ULTRAFAB .170X.187 OR EQUIV. 15 - 2 5/8° SPIRAL BALANCE - CALDWELL ULTRALIFT /SPIREX .709 1.370 .709 1.370 - 16 L -049 2/ VENT SNAP LATCH 3" LONG w/ SPRING NYLON 9" FROM EACH END (HUGHES SUPPLY) .062 2.688 17 U -4333 AS REQO. BULB WEATHERSTRIPPING 0 -LON .300X.190 1.927 1.1261 .062 2.688 18 13130/13031 2 VENT TOP GUIDE NYLON ASHLAND PRODUCTS 19 13129 2 VENT BOTTOM GUIDE NYLON ASHLAND PRODUCTS 20 KCO- 2056 -A 2 BALANCE BRACKET 6063 -T6 - 2.438 .062 21 LCS -068 2 WEEP HOLE COVER NYLON LCS PRECISION MOLDING •814 1.437 812 .375 1.125 .875 .1.__` f-, Q VENT < > 1.379 - BOTTOM RAIL to o 5 4J ac �+ y v - d ti s2§ i � u W 1 i V M I 2.691 0 FRAME SILL (FLANGE) 2.691 QA FRAME SILL (FIN) i i TPE (RIGID) f- .070 --I .120 I r- l'/ -�- 1.609 .9701 1.250 I A 062 8i3 JO0 .093 410 145 8 II .1531 12 GLASS W- POLYPROPYLENE (FLEXIBLE) SPACER SCALE 1:1 ��� L-1.485 SASH STOP -___ .437 In VENT 1.187 SIDE RAIL 1.095 ALT. SASH STOP C ° c c o c n o 0 ° 0:100U1 .827 -°j .230 I 625 < > o m ^' a "" o i ,---1 .iO Engr: JAVAD AHMAO CIVIL FLA. PEI 70592 C A.N. ° Hov 14 4- $RODUCF REVS as compiling with the Florida B Acceptant. No o 2 1.100 .062 .820 820 •062 1.100 1.205 .997 ® GLAZING BEAD -3/8" GLASS ® GLAZING BEAD -7/8" GLASS 16 LATCH .5451 drowng no. wog -81 I ; 0, , , , (sheet 8 of 9