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WS-15-994Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233431 Scheduled Inspection Date: May 29, 2015 Inspector: Rodriguez, Jorge Owner: BERROUET, EMMANUEL Job Address: 50 NW 108 Street Miami Shores, FL 33168-4311 Project: <NONE> Contractor: HOME OWNER Permit Number: WS -4-15-994 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)758-6727 Parcel Number 1121360110130 6unaing uepartment comments REPLACEMENT OF 13 WINDOWS AND 1 DOOR Infractio Passed comments INSPECTOR COMMENTS False May 28, 2016 For Inspections please call: (305)762-4949 Page 16 of 26 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 28, 2016 For Inspections please call: (305)762-4949 Page 16 of 26 ct Miami Shores Village 1m 10050 N.E. 2nd Avenue NW DBPR Fee Miami Shores, FL 33138-0000 DCA Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 50 NW 108 Street 1121360110130 EMMANUEL BERROUET Miami Shores, FL 33168-4311 Block: Lot: Owner Information Address Phone Cell EMMANUEL BERROUET 50 NW 108 ST (305)758-6727 MIAMI SHORES FL 33168-4311 Contractor(s) Phone Cell Phone HOME OWNER e of Work: REPLACEMENT OF 13 WINDOWS AND 1 DOO of Openings: 14 litional Info: ion: Residential 3 OF Fees Due Amount CCF $6.00 DBPR Fee $3.60 DCA Fee $3.60 Education Surcharge $2.00 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $272.20 Valuation: $ 9,055.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-15-55333 05/04/2015 Credit Card $ 222.20 $ 50.00 04/24/2015 Cash $ 50.00 $ 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 th' assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f r ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID VIT: I certify that�theoregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a oning. - ermoredze a above-named contractor to do the work stated. May 04, 2015 Authorize Signaturer/ Contractor / Agent Date Building Department Copy May 04, 2015 1 < < , Miami Shores Village ���-- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 IBY:7w INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBGC_2`0i S J Master Permit No. J - l Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: Is the Building Historically Designated: Yes NO t-' Occupancy Type: k�Load: Construction Type: Flood Zone: BFE: FFE: �J^� OWNER: Name (Fee Simple Titleholder): iD�/ 'l/�' ��a%/i�;7°'G1� o e#: J 0,� 3J7 4 Es::74 Address: 14 City: S:&tZZ7� State: Zip: 3 / 6 rc= Tenant/Lessee Name: Email: ,( -4-e-A one#: CONTRACTOR: Company Name: lz` MIS% L0/,•C 612= a Phone#: Address: City: State: Zip: Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New /3) �epair/Replace ❑ Demolition Description of Work: ��`I //7/ oo 1 _&?C� Specify color of color thru tile: tt� Submittal Fee $ Permit Fee $ g`16 • a) CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ G Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable)�% Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Gc��✓!�✓!-�e 1� ,�f�pG�Z� f DATE: Z ADDRESS: (0 /62 W S2�/ !V,�. ' / ,S�q2 rs� G� � —3l i, Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. plt4� Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits a oaracts. Initial r 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lea �Vloltes exemption. Initial? S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio Initial ,..si 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required bylawqtly county municipal ordinance. Initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulation Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/gro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. �— Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a, license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing tf a permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 2- day of /`��/� 20 By {�j�MQNLJ��i� who was personally known to me or who has Pro ced the_ License or TL �b ej \F<fz. 4� tQas identification. OWNER NOTARY �or Notaq poli6 wig 14 hgvma 811ndis AINFIR My dar fflipiie/�a ff I8M8 MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L.M.I.)", sheets I through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by A1- 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. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1, 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. MIAMMMMME COUNTY q`1 A ir;,1�12 Page I Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's -die drawings and sections. (Submitted under previous NOA No. 10-0406.04) 2. Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L:.M.I:)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Melmer, P. E., Henry Hattem, P. E: and`-Edmundd J.-Largaespada; P. E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated March 18, 2010, prepared by Al-Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300-04 �. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-01 13.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS w 1. Statement letter of conformance, no financial interest and compliance with the FBC 201.0, prepared by AI—Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by Al—Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NDA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 104406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E,, Henry Hattem, P. E. and Edmundo I Largaespada, P. E. (Submitted under previous NDA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door — L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D. Gas , P. L Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-2 MlAry l—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 3vww,miamidade.eoy/ec000t6 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. i � T : "Sexier tan `e- rAme s� 1ulirt '' + " tail I lidiu ,WJid7 - L . APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS --8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B", dated 08/11/11, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an'endoisement 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. -12--0127.08 and consists of this page i and evidence pages &I, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Maar-tauaoa courn-r •�,� tE rfiipn Bate Apwr #1, �Ek v D.�fie� Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted tinder previous NOA No. 11-0 705. 10) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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 20234 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3047, HETI-10 3053, HETI 10 3057, HETI 10 3130, HETI-10 3223 and HET -10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted ander previous NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI10 3048, HETI-10-30491, dated 11/09/10, HETI-10 3050, HETI-10-3052B9 HETI 10 3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 20334 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10 3251, dated 04/25/11, signed and sealed by Rafael E. Droz Seda; P. -B. (Submitted under previous NOA No. 11-0705.16) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1,_ TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-082033, HETI-08 2034, HETI-08-2035, HETI-08 2036, HETI 082037, HET148-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 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) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL -3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-022 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-O127.O8) 2. Glazing complies with ASTM E1.300-04/ 09 D. QUALITY ASSURANCE - . 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours- & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/1.1/16. Jaime D. Gascon, P E Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTMED) 2. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted tinder previous NOA No.12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-30499 HETI-10-30491, HETI 10 3050, HETI-10-3051, HETI- 10-3052% ETI10-3052% HETI-10 3053, HETI-10 3056, HETI 10 3057, HETI10 3130, HETI14 3131, HETI-10-3223, HETI-10 3224, BET -10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09110, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25111, signed and sealed by Rafael E. Dr oz-Seda, P. E. (Submitted ander previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-082033, HETI-08-- 2034, HETI08 2035, HETI-08-2036, HETI-08-2037, HETI-08 2038, HETI- 08-2116A and HETI082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F, Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL 3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal eliding Window - LMT.", approved on 03/29/12 and expiring on 04/11/17. Jaime D. Gaston -, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E--3 WINDOW / DOOR SCHEDULE APPROVED BY DATE ZONING DEPT • 13 NEW IMPACT RESISTANT BLDG DEPT ALUMINUM FRAMED GLASS SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS WINDOWS WIND LOAD RESULTS TESTED SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF TAG DESCRIPTION GLAZING TINT FRAME PANEL WIDTH X MANUF. / WINDOW NOTICE OF APPROVAL EFFECTIVE 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE GCp(+) DESIGN WIND OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR COLOR STYLE HEIGHT MODEL# AREA ZONE GCP (-) PRESSURE PRESSURE (N.OA) (SQ.FT.) (P.S.F.) (P.S.F.) ALUMINUM HORIZONTAL ROLLER 5/16 LAMILAWSON GRAY WHITE XO 53"x 50" INDUST. 18.4 END (5) +0.96 +38.5 +65/ 14-0908.14 WINDOW - IMPACT RESISTANT (TYPE °B7 SERIES °HS -8700° -1.31 -00,5 .65 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI© GRAY S XO 37° x26° LAWSON INDUST. °HS 8'7 I (4) +-65/ 14 0908.14 WINDOW - IMPACT RESISTANT (TYPE °B' SERIES -8700° -1.10 -43,4 © ALUMINUM HORIZONTAL ROLLER 5/16 LAMI GRAY WHITE XOX 111° x 50° LAWSON INDUST. 38'5 INT (4) +0.90 +36.6 +65/ 14 0908.14 WINDOW - IMPACT RESISTANT (TYPE °D") SERIES °HS -8700" -1.00 -40.0 -75 ALUMINUM HORIZONTAL ROLLER 5/16 LAMILAWSON XO 3T x 38° INDUST. 9'8 IM (4) +1.00 +40.0 +65/ 14 0908.14 WINDOW - IMPACT RESISTANT (TYPE °B' GRAY SERIES'HS-8700' -1.10 -43.4 -65 ALUMINUM HORIZONTAL ROLLER 5/16 LAMILAWSON XO 74° x 38" INDUST. 18.5 END (5) +0.95 +38.3 +65/ 14-0908.14 WINDOW - IMPACT RESISTANT (TYPE "B' GRAY WHITE SERIES"HS-8700' -1.30 -50.2 -65 F ALUMINUM OUTSWING FRENCH 5/18 LAMI "A' GRAY WHITE X 37° x 81° V & V WINDOWS 20 8 INT (4) +0.95 +38.2 +70.0 12-0113.02 DOOR - IMPACT RESISTANT (TYPE SERIES 300 -1.05 -41.6 /-80.0 © ALUMINUM HORIZONTAL ROLLER 5/16 LAMILAWSON GRAY WHITE XO 53'x 38" INDUST. 14.0 INT (4) +0.98 +39.2 +65/ 14 0908.14 WINDOW - IMPACT RESISTANT (TYPE "B-) SERIES °HS -8700° -1.08 -42.8 -65 0 O CJS (S -qGT `4 Miami Shores Villade APPROVED BY DATE ZONING DEPT • 13 NEW IMPACT RESISTANT BLDG DEPT ALUMINUM FRAMED GLASS SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 0 FLOOR PLAN SCALE: 1/8"= 1'-0" N NOT PART OF PERMIT O O SCOPE OF WORK: GENERAL NOTES: WINDOW / DOOR REPLACEMENT 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE CONSISTING OF: FLORIDA BUILDING CODE 2010 AND THE ASCE 7-10 WIND CODE. • 13 NEW IMPACT RESISTANT 2• CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL ALUMINUM FRAMED GLASS DIMENSIONS PRIOR TO INSTALLATION. WINDOWS 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE • e ` Q SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF • 1 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS ACCEPTANCE - REFER TO PRODUCT CONTROLS. FRENCH DOOR 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.OA DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. BEAMS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. FT. (5.0 SQ. FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED FLOOR WIND LOAD CALCULATIONS CODE: ASCE 7-10'COMPONENTS AND CLADDING'METHOD 2 WIND VELOCITY = 175 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY= 11 i BUILDING CLASSIFICATION = ENCLOSED • IMPORTANCE FACTOR (1) - WA • • , WIND DIRECTIONALITY FACTOR (Kd) = 0.85 HEIGHT OF HILL OR ENTRAPMENT (H) = N/A 00414 TOPOGRAPHIC FACTOR (Kzt) = 1.00 • k MEAN ROOF HEIGHT (h) = 15 FT • 04 4 VELOCITY PRESSURE 004 a EXPOSURE COEFFICIENT (Kh) = 0.85 • • • PRODUCT OF INTERNAL PRESSURE • • • COEFFICIENT AND GUST • EFFECT FACTOR (GCpi) t 0.18 • PRODUCT OF EXTERNAL PRESSURE • • • • COEFFICIENT AND GUST EFFECT FACTOR (GCp) (NOTE 1) BUILDING °W° AT NARROWEST DIMENSION = 30'-0° CORNER DISTANCE FOR ZONE 5 (a)= T-0° (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.) 0.1 X 30'-O"= 3'-W 0.4 X 15'-0° = 8'-0" 0.04 X 30'-O"= 1'-3° a = 3'-0° VELOCITY PRESSURE EVALUATED AT HEIGHT z --h (qh) qh =.00256 (Kh) (Kzt) (Kd) (VA2) qh =.00256 (0.85) (1) (0.85) (175A2) qh = 56.51 PSF DESIGN WIND PRESSURE (P) (LOW RISE BUILDING AND BUILDING LESS THAN SOFT) p = (0.6)gh[(GCP) - (GCPI)) (PRESSURE) p = (0.6) 56.51 [GCp(+) - (-0.18)) (SUCTION) p = (0.6) 56.51 [GCp(-) - (+0.18)) NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. z O U LU 0 Z O Engineer. 19 U A R E Z ENOINEER9 12020 SW 70th Ct Van% FL 33158 788.547-8401 CA 28428 %••LL• 041515 4-- O0� . CCA O,� �. .ce) • 'sem' � �•_J.. Submittal: ' LL.CDs CD i� • e ` Q • . COL. cr � 'E • • EDUARDO A. SUAREZ P.E. LICENSE # 84769 \-/x-o,'% Date: 041515 Project Designer. EAS Dmwn By. EAS. Checked By. EAS. Submittal: PERMIT SET Drawing Title: GENERAL NOTES, FLOOR PLAN AND SCHEDULES Sheet 1 of 2 EXIST. BARREL TILE ROOF ID O O O O O SOUTH ELEVATION (REAR) SCALE: 1/8" = V-0" EXIST. BARREL TILE ROOF an © a� NOT PART OF Q +..: . PERMIT •.• • NORTH ELEVATION (FRONT) SCALE: 1/8"= V-0" :00V EXIST. '..' BARREL TILE ROOF EAST ELEVATION (LEFT) SCALE: 1/8"= 1'-0" EXIST. BARREL TILE ROOF ID o® @) O lug NOT PART OF PERMIT WEST ELEVATION (RIGHT) SCALE: 1/8"= 1'-0" :rlgbteer. SUAREZ ENGINEERS 12020 aw 7M Ct MWW, FL 33158 766547-9401 CA 29429 EDUARDdA. SUAREZ P.E LICENNSE 054759 � ! A; Date: 041515 Project Designer. EAS Drawn By. EAS. Checked By. Eke. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet 2 of 2 p900099 • C U `C& ' LL " • NO • •� r C4 L � i LQ sg • ••sz... EDUARDdA. SUAREZ P.E LICENNSE 054759 � ! A; Date: 041515 Project Designer. EAS Drawn By. EAS. Checked By. Eke. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet 2 of 2 00 OA 00 B 61 B B1 OA 00 NOTE: OX 1 XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D. & E" REFER TO SHEET #4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 B 61 NOTE: OX 1 XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D. & E" REFER TO SHEET #4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 m XOX —Equal Lite (1 /3--1 /3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS --SECTION DETAILS "A, Al, B, & Bi" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS --SECTION DETAILS "D, & E" REFER TO SHEET #S 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al E� Q B 81 B B1 m XOX —Equal Lite (1 /3--1 /3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS --SECTION DETAILS "A, Al, B, & Bi" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS --SECTION DETAILS "D, & E" REFER TO SHEET #S 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al NOTES: XOX — Un- Equal Lite (14-1/2-1l4) 1} REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #b 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. APPROVED ELEVATIONS General Notes: 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS • • & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER " 24 SECTION 11.3.3.3. "' ; •' 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. • • • • •' 0000 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. • • •' 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DARE COUNTY APPROVAN • • WINDOWS USING A MIAMI--DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE Bilf THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO... ENTIRE MULLED SYSTEM. • 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE . . • PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. C61W PRol)UCT REVISED as complying with ft Florida Buikiiug Code 08.j A Acorptar'CO NO EXpI 11U D w DY hiaml adePmducl Control'` , o .r H • N N a ep, ••• ese 0 44 wa � d a a -6 40 at � f f 4 i 0 x O N 0 x :h 0 z z O a 0 q 0 CD U] .s: e .0000 sees. 0 to E� Q B B1 NOTES: XOX — Un- Equal Lite (14-1/2-1l4) 1} REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #b 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. APPROVED ELEVATIONS General Notes: 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS • • & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER " 24 SECTION 11.3.3.3. "' ; •' 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. • • • • •' 0000 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. • • •' 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DARE COUNTY APPROVAN • • WINDOWS USING A MIAMI--DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE Bilf THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO... ENTIRE MULLED SYSTEM. • 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE . . • PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. C61W PRol)UCT REVISED as complying with ft Florida Buikiiug Code 08.j A Acorptar'CO NO EXpI 11U D w DY hiaml adePmducl Control'` , o .r H • N N a ep, ••• ese 0 44 wa � d a a -6 40 at � f f 4 i 0 x O N 0 x :h 0 z z O a 0 q 0 CD U] .s: e .0000 sees. 0 to TEST UNIT SIZE: Iii" X 63" INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 701 (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. 85 3/8' OVERALL FRAME WIDTH — 84 3/8' INTERIOR FRAME WIDTH -- TWO ADDITIONAL ANCHORS REQUIREDAT M££TING RAILS A A 1 FOR UNITS WITH DP ABOVE +1- 70PSF C4 TOTAL) (MAX. TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS• (A) 6 AT FRAME BEAD ' (8 AT FRAME HEAD IF DP ABOVE 70.4 (B) 6 AT EA. FRAME SILL g• (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. ?' ALL COORRNAERS) FF ' = `• Max. D.L.O VJidt k W _ ta =2438 7 m 13 1/4 ' O.C. I I- E • co (U 33 4 1 as 1; � D!// In I=>x itif 01 B B1 z (MAX. TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS• (A) 6 AT FRAME BEAD ' (8 AT FRAME HEAD IF DP ABOVE 70.4 (B) 6 AT EA. FRAME SILL g• (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. ?' ALL COORRNAERS) FF ' = `• z k W _ ta td x d Q' 13 1/4 ' O.C. I I- ;� �; • co (U 33 4 1 z z r 1; � D!// In itif 01 t z II ail S / i cl �' ` �' cp / 13 1/4' Q.C. a W I I` td > z if J'I [i N %D o B B1 13 1/4' Q.C. I ANCHOR NQTESI , - ' ' ' ' ' 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. &INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED NUNTINS ARE APPLIED W/ AT MEETING RAILS FOR UNITS WITH AV SILICONE AND ARE VA DP ABOVE +70PSF / - 75PSF (4 TOTAL) AILABLE AS OPTIONAL. pp��g"XOX" WINDOW EQUAL LITE ��}} 1�'PVERTICAL CROSS-SECTION DETAILS -A, Al, B, & Bl' AT SHEET #3 TEST UNIT SIZE: 111" X 63" 2• SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 INSTALLATION FASTENERS 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD f"' 110' INTERIOR FRAME WIDTH (14 AT FRAME READ 1T' DP ABOVE 7O.Q� (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB * SEE GENERAL NOTE #3 & #4. �- � z k W _ ta td x d Q' td d w<L J ce Q d W H • co (U 0 4' 5' 5' (TYPICAL AT ALL CORNERS) 11 13 1/4' O.C. ti 13 1/4. O.C. { 3F=== d ,� � 13 1/4' O.C. < i' I, OC. 14 1 ANCHOR NOTESI 1 - 1. SAME ANCHOR SPACING AT HEAD 8, SILL EXT. & INT. FALSE COLONIAL NUNTINS ARE 2. TWO ADDITIONAL ANCHORS REQUIRED AT APPLIED —SILICONE AND ARE AVAILABLE AS OPTIONAL. MEETING RAILS FOR UNITS WITH DP xs ABOVE +70PSF / - 75PSF (4 TOTAL) °,- 1. SEEVERTICALCROSS-SECTION DETAILS -A, Al, B, & BI' AT SHEET #3 2. S££ HORIZONTAL CROSS-SECTION DETAILS 'C, D, 8& E' AT SHEET #5 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 4" 5' .14 -ax. O.L.O. V Id 24 3/8"= W • n 33 4 1 E40 In itif 01 t S M cl Ci ` �' cp X B B1 4' 5' 5' (TYPICAL AT ALL CORNERS) 11 13 1/4' O.C. ti 13 1/4. O.C. { 3F=== d ,� � 13 1/4' O.C. < i' I, OC. 14 1 ANCHOR NOTESI 1 - 1. SAME ANCHOR SPACING AT HEAD 8, SILL EXT. & INT. FALSE COLONIAL NUNTINS ARE 2. TWO ADDITIONAL ANCHORS REQUIRED AT APPLIED —SILICONE AND ARE AVAILABLE AS OPTIONAL. MEETING RAILS FOR UNITS WITH DP xs ABOVE +70PSF / - 75PSF (4 TOTAL) °,- 1. SEEVERTICALCROSS-SECTION DETAILS -A, Al, B, & BI' AT SHEET #3 2. S££ HORIZONTAL CROSS-SECTION DETAILS 'C, D, 8& E' AT SHEET #5 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 4" 5' AIL 40RN&) 13 1/4• ac. O.C. C 13 I/4' Q.C. 1� O.C. 5' ANCHOR NOTESI 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. &'INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED NUNTINS ARE APPLIE W/ • AT MEETING RAILS FOR UNITS WITH W/ SILICOJdE AND AR • DP ABOVE +/- 7DPSF (,TQTAL) AVAILABLtt AS OPTIO AL• _+ U ..... • NOTESI ( esu ) �..... L SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B,& B1' AT SHEET #3 • • • • • 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 • • • • • SERIES -8700 HORIZONTAL SLIDING WINDoiff-' FLANGE FRAME ELEVATIONS — L.M.I. : PRODUCT RF-VIS13D ac complying; wide the Florida Building Code Acceptnnco No . n J)ate 13y -a c 'AiamadA uda Product Control" --� Z>.=} r 'J Z tow x a0Mo.. ,— Ma ' D.L.O. idth • 33 4 1 In itif 01 M ` �' cp It Ii o It �j a II 11 X it o B B1 't ° AIL 40RN&) 13 1/4• ac. O.C. C 13 I/4' Q.C. 1� O.C. 5' ANCHOR NOTESI 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. &'INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED NUNTINS ARE APPLIE W/ • AT MEETING RAILS FOR UNITS WITH W/ SILICOJdE AND AR • DP ABOVE +/- 7DPSF (,TQTAL) AVAILABLtt AS OPTIO AL• _+ U ..... • NOTESI ( esu ) �..... L SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B,& B1' AT SHEET #3 • • • • • 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 • • • • • SERIES -8700 HORIZONTAL SLIDING WINDoiff-' FLANGE FRAME ELEVATIONS — L.M.I. : PRODUCT RF-VIS13D ac complying; wide the Florida Building Code Acceptnnco No . n J)ate 13y -a c 'AiamadA uda Product Control" --� Z>.=} r 'J Z tow x a0Mo.. ,— 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE _ a D VIV EXTERIOR GRADE PERIMETER CAULKING Z U X -I (U W Wo t'7 � %0 o`cc W EXTERIOR 1, ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 MIN, )4 c A EMBD1 Nj . •a 4 4 v a4 v4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR TED GLASS EXTERIOR--716ql W-11, -, w I w_- I GRADE 5}.;>, PERIMETER CAUNINNG %M lrrn nvcQ MCTAI I ATu AIATI cn Tr1 EXT. GRADE PERIMETER J CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) ALTERNATE DETAIL #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. HIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAl •••••• WINDOW INSTALLATION NOTES: - 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #5, & #6. BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR WARONRY TR (.F.RR THAN I /Ft" Rut►rR suk- NAT ocnsrrurn d = 4 i/4•' MAX. I 13 4 4 SHIM SPAC EXT. GRADE 4 •' 1 1LM a_ (TYP.) r,, a EM 4•d 4 '4 44 d v. a aQ d � 4 �1 A 1/4' MAX. d A %M lrrn nvcQ MCTAI I ATu AIATI cn Tr1 EXT. GRADE PERIMETER J CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) ALTERNATE DETAIL #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. HIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAl •••••• WINDOW INSTALLATION NOTES: - 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #5, & #6. BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR WARONRY TR (.F.RR THAN I /Ft" Rut►rR suk- NAT ocnsrrurn 004 1 189e149 cu y a w • •• • s.' • . I 13 r,z EXT. GRADE 0 CAULK L y- � 1/4' MAX. d A e4 o � a a SHIM SPACE (TYP.) :-.: :�" • i1 A 4 1 1/4' MIN. 4 EMBEDMENT a z u A S o 1 1/8' MIN,.. z s _ EDGE DISTANCE OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 004 1 189e149 cu y a w • •• • s.' • . � • -.1• .1 • • r,z 0 L y- � � o � a v a z u z s I' INEM Y ��gh�a�\�f ��g�abe•�J y � ay�rt,cce�ge s.' • . ouu r,z PRODUCTR VISED `x C14 as complying wi0t She Florida '; f Building Code �` "• ACCC-ptVACO NO 17 ,�721�80 By 1an ol'.roductControol �e 2X WOOD BUCKS - BY OTHERS (TYP.) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) V MIN. EDGE DISTANC • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM %HA LAMINATED GLASS 1/SILKONE ADHESIVE SHIBEDDING COMP❑UND INTERIOR 2X Q 34rR ` 4' EXTERIOR WALL FINISH BY OTHERS (TYP.)Cl4r 4 EXTERIOR 18 19 C 0 STUCCO OVER METAL LATH NAILED TO DO EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK --BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) ' WHEN THE GAP BETWEEN THE WINDOW FRAI►fE AND THE BUCK OR — TTaac. mviv t /n++ nvn,n .n" xv^m a"^TTTnr+n 1/4' MAX, SHIM SPAC (TYP.) EXT. GI CAUL .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 1x FOR MAX. FASTENER SPACING) i /j . d, 4.. -I• 1 /AQ uTl.I a °• N. EDGE DISTANCE �;sr. �•. -d. a O o �� q A 00 E- c 01 o a .-. q •r W 00 00 T � a � c D x � a • � o car N cf)o o 0 o •e•e•. e .••eiL ee•• e e e • e • •ee• • •ecce e e ee•eee e ;' •X 00 see • • cu 0 PROD1JCf RBVISBD as complying gill; the PlormaAutldlngCod Aimcp1mca I•Io— a ,CF °� seoo+�` �1�5)kS& By .A.nrnl..AD I?e.a.t..... n........� , a � . o Z N 0 PROD1JCf RBVISBD as complying gill; the PlormaAutldlngCod Aimcp1mca I•Io— a ,CF °� seoo+�` �1�5)kS& By .A.nrnl..AD I?e.a.t..... n........� , $ o o M 0 y a 0 oc w A a z �- W z , ' H `� {� o W ' a v • • O o O 14 w z 0 a Z U N q x zo o a r • • 64 , :' • • • • • • • • 0 m m ,�{ r !t .:.. d Glass T e "A" * 2 Glass Type "c" * 2 Glass T e " D" (*2) Glass T e "E' (*3) Glass T pe 3 vimMw I ... " +psf - f r " + sf -psf +psf - sf + sf - sf + sf f 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 7.0.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 '6 (�-0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 seem 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0•° 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 $0.0 80.0 80.0 80...;. 0. • • • • 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.Q-- 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80mom�.0 80.0 80.00069 74 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0. •.. +� u z a : ' • a a . % ,,, o I• ' i•; 37 38 375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80. • • • ; _ 65.0 65.0 � { '' : 70.0 70.0 70.0 70.0 80:0 80.0 80.0 80.0 7437 4 8 65.0 65.0 65:0}�5 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0..• 26.5 50.625. 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z . 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 6-61 65.0 65.0 (%,D) ,' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 '65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 .` • °e�: `'k` '•: 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0����asr� 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - - �1c 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Notes 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A H C & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP WINDOWS WITH GLASS TYPES "E. & F" AND +80.0 DP MAX.��. { ) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL HE TEMPERED. j�. O �i%\� N\11 X as C9i}}plylllg �yilii li}° �' to coded $, 4ccepttu}0woi�°-• }® ::. � Wit» . -t \• ti2i�r��L'tss nir � p L RISER - OPTIONAL. APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSf t j (+80.0 DP MAX.) �� �}y , ` i✓ s :. .:. ,� s` , r, ®,"m fr 014FIR9 '*'- RN w T7 . Anchors Anchors Glass T I + psf e ..8.. 2 I - psf G lass Type sf ��C.� « 2 I - sf s a t sf Glass T sf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 .75.0 65.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 84 60 5 8 - - 62.0 52.0 65.0 75.0 65.0 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 79.5 58 5 9 - - 52.0 52.0. 65.0 75.0 65.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 111 26 3 11 - - 52.0 52.0 65.0 1 75.0 65.0 111 38.3754 11 - - 52.0 52.0 65.0 75.0 65.0 1 _..:.. 44 3 - - 52.0 52.0 ,6 ... 65.0 111 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 Notes (!1.' 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. e sf 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 PRODUCTR9 as Ctlnrplyln� w XOX - Un -Equal Lite + psf 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0. 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 Florida -p-o1 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 5_ 52.0 52.0 52.0 ass Type "G" * + psf - psi 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6_ 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0--- 75.0"' 5. ••75.0 75.x.*: 75.0... 75.tr:• 75. •_• 75.© 7 5.d 75.0* • 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 Building 0 c- AceeptoWleo BY Miaoi1do P0d%,ct Coni : 20 S LL RISER -- OPTIONAL J \ APPLIED WITH SILICONE f 1 FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) a o : a coo `o q to .-. 00 Mo 1 M U '`� 4 ori � w oa^ �o� Wr c J 3c z o�LIJ a o rn � o U o z�HF H 0 {f� a O H � o r` pry... 60 72 84 60 72 84 0 72 84 60 72 84 53.125 53.125 53.125 53.125 53.125 74 74 74 74 74 79.5 79.5 79.5 79.5 79.5 84 24 24 24 36 36 36 60 60 26 38.375 50.625 58 63 26 38.375 50.625 58 63 26 38.375 50.625 58 63 26 38.375 50.625 58 63 Notes ft' 1.) SEE SHEET 8 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal. Lite PRODUCT` REVI BD o3 conVift wRh fhoflofWa Bunding Codo Acceptoac* No r fi_tow .4 61G.1 (* 2) - psf 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75:0 .' 75.0• • • 75;,a: - 7 0 7575 Y 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 20 SILL RISER - OPTIONAL 1 APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF <+80.0 DP MAX.) i t N DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) + / - Pressures (pso # Jamb Anchors # H & S Anchors Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type " F" (* 3) Glass T� + psf - psf + psf - psf + psf _ psf + p _ psf +::p _ p + psf 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 5 9 - - 52.0 52.0 1 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.01 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 Notes ft' 1.) SEE SHEET 8 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal. Lite PRODUCT` REVI BD o3 conVift wRh fhoflofWa Bunding Codo Acceptoac* No r fi_tow .4 61G.1 (* 2) - psf 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75:0 .' 75.0• • • 75;,a: - 7 0 7575 Y 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 20 SILL RISER - OPTIONAL 1 APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF <+80.0 DP MAX.) i t N •y •• • y d 4 O U Z > f5N 4,. O6. w'� tti '�� aa�;�.a•Fr', 'SILICONE OPTIONS's DOW CORNING 899 SCHNEE-MIIREH£AD 5731 TRENCO SPECTRUM 2 LAMINATED GLASS COMPOSITION - TYPE F rm GLASS DRSCRIPTION 4Tj DFUM L&NMATS DRSCRWTION 1 1/8' ANNEALED GLASS I-' �'" BUTACIT£ PVB 2 0.090' PLASTIC INTERLAYER 1 3 1/8' ANNEALED GLASS l T — W4w Bye 'DUPONT' ONE tPTIONS'i W CORNING 899 HNEE-MIIREHEAD 5731 EHCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITBN OLM DESCRIPTION DETATL IAIIINAT6 DESCRIPTION 1 1/8' ANNEALED GLASS 2 0A90' PLASTIC INTERLAYER ® V4' SAFLEX PVB 3 1/8' ANNEALED GLASS = i By, 'SOLUTIA' 4 1/4' INSULATED AIR SPACE 5 11/8' ANNEALED GLASS (0) f 1(30 v 0340 INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GIAM DESCRIPTION DSPAIL LAU(NATH D88CRIMON 1 1/8' HEAT-STRENGHTENED GLASS i _ ._—_ 2 0,090' PLASTIC INTERLAYER ® sit• PVH 3 1/8' HEAT-STRENGHTENEII GLASS"= '_ = = =' _ By, 'DUPONT' 4 1/4' INSULATED AIR SPACE - 5 1/8' ANNEALED GLASS (•> (1 3 a34p (m) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS # 12 X 3/4' S.D.S. HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ALU14INUM MULLION FLAT HEAD, PHILLIPS, SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 02 ITEM # PART # REQD. DESCRIPTION REMARKS MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND DESIGN PRESSURE LIMITATIONS. OP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM (ALUM. 0.078" MIN. THICK) ---- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM NOTE: THE LOWER' PRESSURES OF THE WINDOW OR MULL SHAH GOVERN INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM ---------------- 11 L-7708 AS REQD. GLAZING BEAD ( 3/8') 6063-T5 ALUMINUM 12 FS -006 AS REQD. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS EXTERIOR GRADE WINDOW FRAME 13 FS -040 AS REQD, INSTALLATION SCREWS #14 SMS F.H./PHIL. PERIMETER CAULKING EXTERIOR 14 L-7531 AS REQD. VINYL BULB 1/4' AIA. BULB #3033 FRAME MULLING DETAIL 15 PWS -003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM SEE MULLION APPROVALS FOR 19 PWS -001 AS REQ'D. PILE R GLAZING BEAD .187' W x .150' h MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQD, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL NOTE: THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. # 12 S.D.S. X 1 1/4" L. 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON SHIM (SEE ELEVATION AT SHEET 02 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL '..' �� INTERIOR I FOR MAX. FASTENER SPACING) 24 x 2 SELL/JAMB JOINT GASKET 1/16' CLOSED CELL FOA4* • • 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. _ __ 26.1 HC -044-1 2 WEEP FLAP & BAFFLE x • I raw 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. ...., 27 HC -040-1 2 SASH ROLLER & HOUSING x •• •� 28 HC -026-1 1 SCREEN FRAME & MESH x :":' 29 x 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S,D.S. 1S=- 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON ' • •' 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL PERIMETER WINDOW FRAME NOTE: 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM SEALANT 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 x 2 LAMINATED GLASS See Details R L,H. of sheet 9 2. METAL STRUCTURES: 34 x AS REQD. GLAZING SILICONE See Details a L.H, of sheet 9 A) STEEL : Fy= 36 KSI MIN. (STEEL i$ GAA.. ?. 35 OPTIONAL AS REQD, COLONIAL FALSE MUNTIN ALUMINUM MIN.. MTHICK - 0.048') B) ALUMINUM : 6063-T5 MIN. 36 SM -5504 AS REQD. JOINT SEALANT x (ALUM. 0.078" MIN. THICK) 37 x AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL E METAL STRUCTURE ATTACHMENT DETAIL PRODUCr RHVISED US Conlplyiug With till Flollda Building Cade AwopUmmm 0-� DD By �.. Iv .8r • 110 0 tG O so to W M 00 M � foto O� 3�M in Z C 00 Z 0 W T 00 M m • •••• �'� m•ma••soa .. frc. r. • u �a 0 p� .� °Y •xR �/�T$EMI1 igMl�t� E INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEl[ GLA83 DESCRIMON DRTAIL LAMINATE DESCRIPTION 01 r .-_ _ :_: _• _»_ 1 I® S/4• PVB :--= _ _ = �, By,-DUPONT' ALIiS' 11VD, Qpl4m v 1 1/8' ANNEALED GLASS 2 0.090' PLASTIC INTERLAYER 3 1/6' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (+4) INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GIAM DESCRIPTION DSPAIL LAU(NATH D88CRIMON 1 1/8' HEAT-STRENGHTENED GLASS i _ ._—_ 2 0,090' PLASTIC INTERLAYER ® sit• PVH 3 1/8' HEAT-STRENGHTENEII GLASS"= '_ = = =' _ By, 'DUPONT' 4 1/4' INSULATED AIR SPACE - 5 1/8' ANNEALED GLASS (•> (1 3 a34p (m) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS # 12 X 3/4' S.D.S. HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ALU14INUM MULLION FLAT HEAD, PHILLIPS, SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 02 ITEM # PART # REQD. DESCRIPTION REMARKS MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND DESIGN PRESSURE LIMITATIONS. OP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM (ALUM. 0.078" MIN. THICK) ---- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM NOTE: THE LOWER' PRESSURES OF THE WINDOW OR MULL SHAH GOVERN INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM ---------------- 11 L-7708 AS REQD. GLAZING BEAD ( 3/8') 6063-T5 ALUMINUM 12 FS -006 AS REQD. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS EXTERIOR GRADE WINDOW FRAME 13 FS -040 AS REQD, INSTALLATION SCREWS #14 SMS F.H./PHIL. PERIMETER CAULKING EXTERIOR 14 L-7531 AS REQD. VINYL BULB 1/4' AIA. BULB #3033 FRAME MULLING DETAIL 15 PWS -003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM SEE MULLION APPROVALS FOR 19 PWS -001 AS REQ'D. PILE R GLAZING BEAD .187' W x .150' h MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQD, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL NOTE: THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. # 12 S.D.S. X 1 1/4" L. 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON SHIM (SEE ELEVATION AT SHEET 02 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL '..' �� INTERIOR I FOR MAX. FASTENER SPACING) 24 x 2 SELL/JAMB JOINT GASKET 1/16' CLOSED CELL FOA4* • • 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. _ __ 26.1 HC -044-1 2 WEEP FLAP & BAFFLE x • I raw 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. ...., 27 HC -040-1 2 SASH ROLLER & HOUSING x •• •� 28 HC -026-1 1 SCREEN FRAME & MESH x :":' 29 x 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S,D.S. 1S=- 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON ' • •' 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL PERIMETER WINDOW FRAME NOTE: 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM SEALANT 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 x 2 LAMINATED GLASS See Details R L,H. of sheet 9 2. METAL STRUCTURES: 34 x AS REQD. GLAZING SILICONE See Details a L.H, of sheet 9 A) STEEL : Fy= 36 KSI MIN. (STEEL i$ GAA.. ?. 35 OPTIONAL AS REQD, COLONIAL FALSE MUNTIN ALUMINUM MIN.. MTHICK - 0.048') B) ALUMINUM : 6063-T5 MIN. 36 SM -5504 AS REQD. JOINT SEALANT x (ALUM. 0.078" MIN. THICK) 37 x AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL E METAL STRUCTURE ATTACHMENT DETAIL PRODUCr RHVISED US Conlplyiug With till Flollda Building Cade AwopUmmm 0-� DD By �.. Iv .8r • 110 0 tG O so to W M 00 M � foto O� 3�M in Z C 00 Z 0 W T 00 M m • •••• �'� m•ma••soa .. frc. r. • u �a 0 p� .� °Y •xR �/�T$EMI1 igMl�t� E FRAME HEAD L-7703 I—L250-1 FRAME FIXED JAMB L-7701 SILL TRACK L-8702 FMME 'No i & O O O `\ FRAME TOP CORNER O .062 I \ OA M to .750 � 1.285 D -110 o 2.643 i .. I SILL RETAINING CLIP L-8705 I2 ( T ti w o Wj ih A 26s1 FRAME HEAD VENT TOP RAIL tn00 w m a . FRAME JAM � W � d t '7 O FRAME SILL FRAME VENT JAMB L-8701 L-8703 1.4166 _ .062 O 2.000 I .754 3 0 O y `~ a FRAME BOTTOM CORNER FRAME �I ONG RAIL H Z VENT SPRING LATCH VENT TOP CORNER \FasME SILL N 2374 —162 L-7539 21 o \ VENT JAMB RAIL H � x' 2.643 _ .\ `\` � � O 1.235 • . • e • �Q m • I—t655 'NJ .699 j. •. • . • ' : FH . 1..780 . •••.• • . j : 0: j I rj ..s• o' a . o • '$ VENT INTERLOCK RAIL L-7705 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L-7707 5 '06 2Ab2 O 2.285 A78 O L375-1VENT I FRAME SILL /MEETING RAIL Fanuc• cn L' �T soTrou R,uL 1 - - - BOTTOM CORNER lb u 'd ': 4 • h M 04 111 '0m 1'165 I2 u 0 o z i a a d O x = FRAME & SASH CORNER ASSEMBLY DETAILS a 1.x75, -I VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8630 GLAZING BEAD SILL RISER ADAPTER tll � • �7� O 32 GLAZING BEAD L-7708 L-7711 1$ L-8706 20 aaaaaa `� sasaso=s° ✓ °'� N �`` e t� �°v.�E'• ASS 11 .800 ,� N .094 •. 1.450 rt --me I 2.794 .050 .8so A50 .Oso I PRODUCT REVISE© as con-44ying uldl fila Florida Btdldtng Cede Ao ptal mNo apa >� - . p4'�� �`y° °° ° I - s'orr�Deuc � ..em• 1.235 .773 -^-1 --.773-� ����.05o 13) - •71aml�cte P,nducc Control. A L HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' F-1/8" HEAT STREN'D GLASS GLAZING OPTION 00 a 0 _ � a 'Q a IE IL c U 0 W �Q 0 tlo � 0IL A r 0 �W �y�0 Qtu SILICONE 1 DOW 995 PECORA 895 z SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2'•�• in -00 ¢' o to ? \ SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE S1fE1 l- 20 I \ § �}>� 25 ` ! TI >`r;: SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SMI=YZ 10 g jv LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL •••• •• •••• z "0>1 APPLY TO ENTIRE SYSTEM. • • 5/16" OVERALL LAM. GLASS GLAZING OPTION 00 a 0 _ � a 'Q a IE IL c U 0 W �Q 0 tlo � 0IL A r 0 �W �y�0 Qtu 1 ••t SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2'•�• -00 ¢' o SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE S1fE1 l- § �}>� SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. """ >`r;: SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SMI=YZ 10 g jv LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL •••• •• •••• z "0>1 APPLY TO ENTIRE SYSTEM. • • -00.00 a —3/18" HEAT STREN'D GLASS J v N = DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ::�: .090" INTERLAYER RESISTANCE IS REQUIRED. • • • BUTACITE PVB BY 'DUPONT' • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3/16" HEAT STREN'D GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING 8_ HIGH VELOCITY HURRICANE ZONE (HVHZ). o SILICONE DOW 995 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 0 a N P PECORA 895 z LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS nasi � � a i i \ , EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. fz Z. 20 20 \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 25 j A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MErAL SCREWS, THAT COME INTO MCI 11 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS / OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. � 21 o 0 Ehgr, JAVAD. *IMAD o -- -- CIVIL P-RODUCT REVISED FLA, PE Q592 o Y 'B' C.A.N:35t3 as Complying Willi the Florida GLASS TYPE GLAZING DETAIL Building Code�G~���� � Aron tanceNo G "159 7/16" OVERALL LAM. GLASS AT SIDELITE/TRANSOM ate Cj�� drawing no. Q Miareit ado rr dact Control `' `^, W1 0-08 sheet 1 of 12 a a 39 5/8" MAX. FRAME WIDTH 12" 5" MAX. MAX Tj EAD/SILL ILLS:ORNERS I 1 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I kI 1 1 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH a - N r mz tP U DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS TYPE SINGLE DOORS WITHOUT TRANSOM (X) Dqq Dm . ;.:• .A' GLASS TYPE FRAME WIDTH FRAME EX•.(+) INT.(—) HEIGHT I I I u / l '' p 70.0 80.0 397/8" r 66.3 75.8 66.3 75.8 86" 70.0 80.0 70.0 80.0 76" 66.3 75.8 F 66.3 75.8 .. • 8. 0 004 `o •..... • / II o v �- .0 t7 cr Ir I •••• •c)0 ..•... 6 p -4 00, 41 I I tnjv • • • °-�� • I.'pN1f \ II \ n \II I t n II a I I I I W A M 90 li FF \ I I FI \ I II \ n I m I ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I kI 1 1 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH a - N r mz tP U MAX. 12" 5" MAX. MAX. HEAD/SILL A SILL CORNERS �' _�`� I DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS TYPE SINGLE DOORS WITHOUT TRANSOM (X) Dqq Dm . ;.:• .A' GLASS TYPE FRAME WIDTH FRAME EX•.(+) INT.(—) HEIGHT EXT.(+) INT.(—) ffl�li b l '' p 70.0 80.0 397/8" r 66.3 75.8 66.3 75.8 MAX. 12" 5" MAX. MAX. HEAD/SILL A SILL CORNERS �' _�`� I SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED B 26 3/4" MAX. D.L. OPG, 36 3/4" MAX. LEAF WIDTH `' (XX) HEAD ANCHORS AT STILE ENDS (4) AT 3" O.C. I 1 1 m z 26 3/4" MAX. �A U DOORS LOAD CAPACITY — PSF DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS TYPE GLASS TYPE DOOR DIMS. 'A. 0B. FRAME II I EXT.(+) INT.(—) WIDTH HEIGHT 72"__] 86" 70.0 80.0 70.0 80.0 76" 66.3 75.8 F 66.3 75.8 .. • 8. 0 004 `o •..... • .3r -o o v �- .0 t7 cr cb •••• •c)0 ..•... jr I tnjv • • • °-�� • I.'pN1f W n II a I I W A M 90 b LLI Iq �j- m .I ACTIVE INACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED B 26 3/4" MAX. D.L. OPG, 36 3/4" MAX. LEAF WIDTH `' (XX) HEAD ANCHORS AT STILE ENDS (4) AT 3" O.C. I 1 1 m z 26 3/4" MAX. �A U DOORS LOAD CAPACITY — PSF DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS TYPE GLASS TYPE DOOR DIMS. 'A. 0B. FRAME I FRAME EXT'() + INT.(—) EXT.(+) INT.(—) WIDTH HEIGHT 72"__] 86" 70.0 80.0 70.0 80.0 76" 66.3 75.8 F 66.3 75.8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 En$r. J VAQ MAO Cnnt. FLA. PE k 70592 C.A.N. , 534 . f t 'o 0 :ODUCT REVISED N o complyins with, the Florida 1=h"'Code ptancc No drawing no. iortti I3 8a Produc Control 4 W1 0-08 sheet 2 of 12 o � Gl^ �MS U .. • 8. 0 004 `o •..... • .3r -o o v �- .0 t7 cr cb •••• •c)0 ..•... jr I tnjv • • • °-�� • I.'pN1f 'o 0 :ODUCT REVISED N o complyins with, the Florida 1=h"'Code ptancc No drawing no. iortti I3 8a Produc Control 4 W1 0-08 sheet 2 of 12 3 5" MAX NO SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME WIDTH 35" D.L. OPG. 12" MAX. /1 ILL SEAD ACTIVE 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH (O/X) 5" MAX. (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS N z O W DOOR DIMS. '!1,' 1130 G3 N ow N X WIDTH 0 70.0 80.0 70.0 80.0 37-5J8" 120„ 70.0 80.0 1 O 39-5J8" 66.3 75.8 M d'" i 0)00 O SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME WIDTH 35" D.L. OPG. 12" MAX. /1 ILL SEAD ACTIVE 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH (O/X) 5" MAX. (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS N 5 m SURFACE APPLIED R p FALSE MUNTINS OR ca DECORATIVE GRILL DOORS LOAD CAPACITY — PSF z O W DOOR DIMS. '!1,' 1130 G3 N W X WIDTH M 70.0 80.0 5 m SURFACE APPLIED R p FALSE MUNTINS OR ca DECORATIVE GRILL DOORS LOAD CAPACITY — PSF SINGLE DOORS WITH TRANSOM (O/X) GLASS TYPE GLASS TYPE DOOR DIMS. '!1,' 1130 FRAME FRAME EXT.(+) INT.(--) EXT.(+) INT.(—) WIDTH HEIGHT 70.0 80.0 70.0 80.0 37-5J8" 120„ 70.0 80.0 70.0 80.0 39-5J8" 66.3 75.8 66.3 75.8 MAY BE USED 76" MAX. TAME WIDI 71 5/16- ACTIVE 12" MAX. HEAD SILL INACTIVE 26 3/4" MAX. 26 3/4" MAX. D.L. OPG. D.L. OPG, 36 3/4" MAX. LEAF WIDTH (O/XX) DOORS LOAD CAPACITY — PSF DOUBLE DOORS WITH TRANSOM (0/XX) GLASS TYPE GLASS TYPE DOOR DIMS. 'A' FRAME WIDTH FRAME HEIGHT ( , EXT. +) INT.(—) EXT.(+) INT.(—) 72" 120" 70.0 80.0 70.0 80.0 76" r 66.3 75.8 66.3 75.8 ALUM REINF. (4) ANCHORS AT TRANSOM ENDS DOUBLE DOORS N r z m z 6 o U •0 • 0000•• • 0000.. 0090 • • •00• 0000•• • 0 •• .. ••099• •• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05--DEC-219 CIVIL FLA: 'PE t ,70592 CAN.,538, I Q z HW ul o. ILN Oa � U t� 0 d 0 IL A 0 Ix W3° 4 • o S N tODUCT REVISED , complying with the Florida m gilding C4dol2.,,• 01 1 02 R j - U4. ;ceptance No � tl t drawing no. -08 iami Dade Product Control W 1 0 sheet 3 of 12 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. C 01 ifl FRAME W 12" CLUSTER OF 3„ (4) ANCHORS /AT HEAD/SILL TYP. (�) t 1 I I 12" 31 3/8" MAX. D.L. OPG. HEAD SILL DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAP DOORS WITHOUT TRANSOM SIDELITE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' GLASS TYPE 'H' SIDELITE SIDELITE SIDELITE SIDELITE W/O REINF. W/ ALUM REINF. W/O REINF. W/ ALUM REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 28 32 36 40 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 90 70:0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7Q.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 86 70.0 75.6 70.0 80.0 70.0 75.6 70.0 80.0 70.0 71.2 70.0 80.0 70.0 71.2 70.0 80.0 67.4 67.4 70.0 80.0 67.4 67.4 70.0 80.0 64.1 1 84.1 1 70.0 75.5 1 64*11 84.1 70.0 80.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. C 01 ifl FRAME W 12" CLUSTER OF 3„ (4) ANCHORS /AT HEAD/SILL TYP. (�) t 1 I I 12" 31 3/8" MAX. D.L. OPG. HEAD SILL SURFACE APPLIED B FALSE MUNTINS OR -// DECORATIVE GRILL 26 3/4" MAX. 26 3/4" MAX. MAY BE USED D.L. OPG, D.L. OPG. SIDEUTE WIDTH MAX. 36 3/4" MAX SEE CHART AT LEFT LEAF WIDTH (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC--219 :CIVIL FLA. Pi; 70592 C.A.N. 538 Pj • • 0000.., .. . a. • to .� USE AS PER CHART RODUCT REVISED s complying with the Florida suRdis.g Cotte { #7. /+� ccep:arase No ice,► V C• ;It;ami I ade Prod ucCon�tro'I' 4� t 0 3 0 h J 9 a OO c U �, t9 0 LL 0� a V � � aM>" 8 0 IL 4 a H IL z = .;I 0 m(� QWe! I - OR 15 a IL Woxo W ox drawing no. W1 0--08 sheet 4 of 12 II li II - -AL--- - 63 ao M a Oif II bl I fl 61 I I I II II \II I / I I ACTIVE INACTIVE SURFACE APPLIED B FALSE MUNTINS OR -// DECORATIVE GRILL 26 3/4" MAX. 26 3/4" MAX. MAY BE USED D.L. OPG, D.L. OPG. SIDEUTE WIDTH MAX. 36 3/4" MAX SEE CHART AT LEFT LEAF WIDTH (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC--219 :CIVIL FLA. Pi; 70592 C.A.N. 538 Pj • • 0000.., .. . a. • to .� USE AS PER CHART RODUCT REVISED s complying with the Florida suRdis.g Cotte { #7. /+� ccep:arase No ice,► V C• ;It;ami I ade Prod ucCon�tro'I' 4� t 0 3 0 h J 9 a OO c U �, t9 0 LL 0� a V � � aM>" 8 0 IL 4 a H IL z = .;I 0 m(� QWe! I - OR 15 a IL Woxo W ox drawing no. W1 0--08 sheet 4 of 12 145" FRAME WIDTHCLUSTER OF o FOR INSTALLATIONS INANCHORS TO WOOD 31 3/8" 71 5/16" 31 3/8" AND THRU WOOD BUCKS ONLY D.L. OPG. D.L. OPG. D.L. OPG. Z CLUSTER OF (6) FOR FOR ALL OTHER INSTALLATIONS 2' W N a 3" ALUM REINF. 12" Q g N MAX... rA6 O, ° v J TYP.O F !y M �� ��` IL E 1 fill e a � a Q o K �/ j M G �� j ' j j O p$ N I 4 .0 I a I01) J t7MNe J ii �� / j I \ Q W e� - / ii N �i E I \ ==11= __ i II I • q •ems • p�j 0 41 41 I G U / jX / I' I /� �� • • % txi • y1 • i� 4 i III i j� /�. • • e i • a $ ••e♦ • --_ --- ---- 1 _ 0 ow �/ •eee • C C >rp +A • II I \ fl / / I •e• e � ll?��� • • STEEL ••ee• L y= _ II I 10 CHANNEL �! I \ li / 1 ••••••a • II II\\ f // • e � � �$� 4:1 v N • ii L ii \ I / / I • • • e • • • - - �� ACTIVE I INACTIVE t t SIDELITE WIDTH DOOR WIDTH SURFACE APPLIED ` B \\ -- m $ $ M FALSE MUNTIN5 OR x o iE DECORATIVE GRILL " CLUSTER OF 0 26 3/4" MAX. 26 3/4 MAX. v MAY BE USED (6) ANCHORS c D.L. OPG. D.L. OPG. AT SILL U STEEL REINF. 36 3/4" MAX. z NOTE: USE AS PER CHART LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 3. � o 0 FOR SIDELITE CAPACITIES SEE CHART ABOVE. o �, r LOWER VALUES FROM DOOR OR SIDELITE CHART o WILL APPLY TO ENTIRE SYSTEM. L °c • a Engr JAVAO7 , AO � o CML a N FiA: PE t 70592 PRODUCT MVISL-D a C.A.N. 5338, 89! aO VIYing with the Florida d n NOTE: tlldlllgCodd ~L./ . GLASS CAPACITIES ON THIS SHEET ARE cc N012 V • BASED ON ASTM E1300-04 (3 SEC. GUSTS) �� �3� nt � ��� drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219' d ProdaciConbal W1-08 sheet 5 of 12 DESIGN LOAD CAPACITY - PSF SIDELITES W/ SINGLE OR DOUBLE LEAF DOORS W/ TRANSOM GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE FRAME SIDELITE SIDELITE WIDTH HEIGHT W/ �• REINF. W/ STL. REINF. INCHES INCHES EXT.(+) INT.(- EXT.(+) INT.(-) 24 2s 32 36 4d 9s 70.0 80.0 70.0 80.0 _ 70.o eo.o 70.o aa.o 7a.o ao.o 7a.o ao.Q 70.0 80.0 70.0 80.0 7o.a ao.Q 7Q.o $o.a 24 2$ 32 38 40 102 7Q.o ad.o 70.0 8a.0 70.0 $o.0 7d.d $0.0 70.0 80.0 70.0 80.0 7Q.4 80.0 70.0 80.a 7d.0 80.0 70.0 $Q.d 24 28 32 36 40 108 7a.o $O.o 70.0 $a.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7o.a ao.o 70.o ao.o 7a.a aa.a 70.0 $a.o 24 28 32 38 114 70.0 $o.0 70.o sa.o 70.0 $0.0 70.0 80.0 70.0 8a.0 70.0 80.0 7d.0 77.4 70.0 77.4 24 28 32 38 120 70.0 73.8 70.0 73.8 70.0 70.1 70:d 70.1 88.8 68.8 66.8 88.8 63.9 83.9 83.9 83.9 145" FRAME WIDTHCLUSTER OF o FOR INSTALLATIONS INANCHORS TO WOOD 31 3/8" 71 5/16" 31 3/8" AND THRU WOOD BUCKS ONLY D.L. OPG. D.L. OPG. D.L. OPG. Z CLUSTER OF (6) FOR FOR ALL OTHER INSTALLATIONS 2' W N a 3" ALUM REINF. 12" Q g N MAX... rA6 O, ° v J TYP.O F !y M �� ��` IL E 1 fill e a � a Q o K �/ j M G �� j ' j j O p$ N I 4 .0 I a I01) J t7MNe J ii �� / j I \ Q W e� - / ii N �i E I \ ==11= __ i II I • q •ems • p�j 0 41 41 I G U / jX / I' I /� �� • • % txi • y1 • i� 4 i III i j� /�. • • e i • a $ ••e♦ • --_ --- ---- 1 _ 0 ow �/ •eee • C C >rp +A • II I \ fl / / I •e• e � ll?��� • • STEEL ••ee• L y= _ II I 10 CHANNEL �! I \ li / 1 ••••••a • II II\\ f // • e � � �$� 4:1 v N • ii L ii \ I / / I • • • e • • • - - �� ACTIVE I INACTIVE t t SIDELITE WIDTH DOOR WIDTH SURFACE APPLIED ` B \\ -- m $ $ M FALSE MUNTIN5 OR x o iE DECORATIVE GRILL " CLUSTER OF 0 26 3/4" MAX. 26 3/4 MAX. v MAY BE USED (6) ANCHORS c D.L. OPG. D.L. OPG. AT SILL U STEEL REINF. 36 3/4" MAX. z NOTE: USE AS PER CHART LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 3. � o 0 FOR SIDELITE CAPACITIES SEE CHART ABOVE. o �, r LOWER VALUES FROM DOOR OR SIDELITE CHART o WILL APPLY TO ENTIRE SYSTEM. L °c • a Engr JAVAO7 , AO � o CML a N FiA: PE t 70592 PRODUCT MVISL-D a C.A.N. 5338, 89! aO VIYing with the Florida d n NOTE: tlldlllgCodd ~L./ . GLASS CAPACITIES ON THIS SHEET ARE cc N012 V • BASED ON ASTM E1300-04 (3 SEC. GUSTS) �� �3� nt � ��� drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219' d ProdaciConbal W1-08 sheet 5 of 12 DESIGN LOAD CAPACITY - PSF SIDELITES W/ SINGLE OR DOUBLE LEAF DOORS W/ TRANSOM GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE FRAME SIDELITE SIDELITE WIDTH HEIGHT W/ �• REINF. W/ STL. REINF. INCHES INCHES EXT.(+) INT.(- 9/16" MIN. THROW BOLT PENETRATION 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS 4SEE ELEVATIONS FOR SPACING V b tl • 3• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 B 2BY 4 % WOOD BUCK OR / WOOD a ° TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE W U L r cn TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) tit SEALANTS: Engr.JAVAD A D WL .. FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FLA,. PE .#, 70692 METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. O.A.N..S5 F WEEPS: 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END V DOOR DETAILS PRODUCT REVISED s�s comPlying with the Florida Buildins Code* AcMtance No 0 j. L� O Z O T /y li O p U 0 M IXo 0 0 &aa 0 cd �0 cq O L ul IL z J0m.� '4dF o z drawing no. W10--08 sheet 6 of 1 'e ,• STRU TYPICAL A SE FOR TYPICAL AN( SEE FOR SP 114" MAX_ -1 /A" ►,SAV �UCK ICAL ANCHORS ELEV. SPACING 1/4- MAX. _ _ 0 3 �Wa .. U 0 0� � �l N 0 0� m!0 cdNa Q Q Ei' Q Wig 9ML; FLA, PLS 70592 C.A.N. 3538 DOOR DETAILS :ODUCT REVISED N `° complying with the Florida gilding Code t —0 s 1.5.0Zm a Meptance No _ a a D e o is drawing no. iamlD eProo Control W1 0--08 Uv 4-00 ? O 'Q C t,C_� ILS�M I� Q °Y a ' N � � N 9ML; FLA, PLS 70592 C.A.N. 3538 DOOR DETAILS :ODUCT REVISED N `° complying with the Florida gilding Code t —0 s 1.5.0Zm a Meptance No _ a a D e o is drawing no. iamlD eProo Control W1 0--08 TYPICAL ANCHORS IN. )OLT TION D. AT IBLE (XX) ,RS ONLY TYPICAL ANCI SEE FOR SP/ 1/4" MAX. TRANSOM DETAILS EngFi JAVAD ARMAD' CIVIL FLA, PE70592 C.4.N. 539 ;6u)i 0O W N a a� �o o �o o1Qov4 C 03 oro a S OC �' g N 1 z to L Q52p _o LODUCT REVISED complying with the Florida m Wding Code- 111-o lla • QZ b All cWptanc" No n j'l drawing noo i..i n TT do i�end��n4 t`.,P.tr..1 1 0-08' —08 • i o w rgi U IJ 000o c cap- •••• • I ..0•.� In 9-oc1= ...... • • • • • _o LODUCT REVISED complying with the Florida m Wding Code- 111-o lla • QZ b All cWptanc" No n j'l drawing noo i..i n TT do i�end��n4 t`.,P.tr..1 1 0-08' —08 • TYPICAL ANCHORS FOR SPACING 1 1/40 M SHIM, ° H • ° • , 4 21 4• s TYPICAL ANCHORS a SEE ELEV-. FOR SPACING q #10 X 3/4" FH TEKS f AA l g W U Eggr. JA'!AI) MMO DOORS W/O TRANSOM CAN BE o Q #10 X 3/4" FH TEKS AT 10" FROM ENDS N WITH OR WITHOUT ALUM REINFORCING DOORS W/ TRANSOM ARE WITH STEEL REINF. ONLY • • 9 • iO 3 ••• AND 24" O.C. MAX. SIDELITE DETAILS SEE SHEETS 4 AND 5 FOR CAPACITY • .. • : o > o •••••• LL. F+ r} S • • • it 60 ST 11 •••••• <C •.J 'v cV z • 11 • � • JL M m D.L. OPG. 4 D.L.O. o ix LEAF WIDTH N FRAME WIDTH Eggr. JA'!AI) MMO CIVIL FLA. PE 70592 C.A.N. 53B I V• SIDELITE DETAILS ODUCf REVISED complying with tlw Florida ::lding Code t Il..• �� s+;�ptancts No i+�+ C r N � a M drawing no. wio—os sheet 9 of 12 LOCKS: OPTION # 1 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.' 7/16" X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52-3/4" FROM BOTTOM LOCK HANDLE AT 49-1/2" FROM BOTTOM OPTION #2: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY `SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.- LOCATED AT 46" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: QUONN Oil•• 4-3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2" FH MS OPTION #2: 7--13/16" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10-24 X 1/2" FH MS ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 V501 3/ DOOR FRAME HEAD/JAMB 6063-T6 2 V502 1 FRAME SILL 6063-T6 3 V503 1 SILL COVER 6063-T6 4 V504 AS REQD. SIDELITE STILE 6063-T6 - 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 6 V506 1/ LEAF HINGE STILE 6063-T6 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063-T6 8 V513 AS REQD. INACTIVE ASTRAGAL STILE 6063-T6 9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 10 V509 AS REQD. SIDELITE ADAPTER 6063-T6 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063-T6 - 11A V517 AS REQD. GLAZING BEAD - 7/16" GLASS 6063-T6 - 12 V512 AS REQD. REINFORCING STIFFENER 6063-T6 - 12A - AS REQD. REINFORCING CHANNEL STEEL 36 KSI 13 - 2/ LEAF 3/8" THREADED ROD STEEL - 14 - - - -- 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6083-T5 1-1/2" X 1-1/2" X 3/16" 16 - - - 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - 18 - - - - - 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 21 #8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS & 8" O.C. MAX. 22 #10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS REQD. SIDE LITE ADAPTER SCREWS ST. STEEL -- 24 #8-32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS '..' 25 - AS REQD. BUMPER SPACER SILICONE •••••• 26 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. FLA, I PE ¢ 7.050,2 .C.A.N.• 3538 t0l=r REVISED complying with the Florida tilding, Code 1710��t: J 0 U • 000 0 c c_a•- tz; 'W . >�s ��I� ' �VC14X drawing no. W1 0-08 FRAME HEAD/JAMB ill HINGE STILE W in 3-1/2" L#10-24 X 1/2" FH MS CRS 'TYPE 23 17A io 3 PIECE HINGE INACTIVE ASTRAGAL STILE 5 TOP & BOTTOM RAIL 1.500 .060 388 LI � k" 1.608j (s� SWEEP ADAPTER .062 Trp. 1 .563 SILL COVER 2.163 .088 1.660 .078 J TfP. 4.000— FRAME .000—FRAME SILL 1. LOCK/ASTRAGAL STILE SIDELITE STILE 1 1.133 .062f"ll===q .814 1.313 SIDELITE ADAPTER .250 i 2 STIFFENERS 32 r.560 .719A—.045I 11 I .640 GLAZING BEAD — 7/16" GLASS 496 709 -.050 11A F .609 Q GLAZING BEAD - 5/16" GLASS W' leis 0 BALL BEARING HINGE FLA. PE70592, C.A.N. ,�i38 yV � � Q Q P d � g 09 8 Ito W 0 0 O `i 0 ado 0 r 0 LU U I? • !, 02 3 •.• z o ...• : c ....• z > c R.J v N m .. le 86 08Xi5 o 1. II a 4 M DDUCif REVISED o complying %ft ate FloYldo � � !Ild� Ncopgeo'N 12-0! 1 a :ceptanee No �•+! pi n 1c f drawing no. .KkI • W 1 1 o—os b rngr. JAYAU AMMAU CML FLA 'P 7(?592 C.A.N. • X5338 o N � DDUCT REVISED complying with the Florida of tc to Code I' 0 # � � p I $ u ;ceptance No t aj S IW, w;O-0a g r ;va:: aanl�rnri:tciCnntro i •a. . . v 3 .•. . ...•.. a • •��tr.. > • ...... 1 •0 e� 2 I Un 4) • • J'pNT_ rngr. JAYAU AMMAU CML FLA 'P 7(?592 C.A.N. • X5338 o N � DDUCT REVISED complying with the Florida of tc to Code I' 0 # � � p I $ u ;ceptance No t aj S IW, w;O-0a g r ;va:: aanl�rnri:tciCnntro