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WS-19-2427Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-19 2427 Permit Type: Wlndow5/Shutters N °Cias: Window/Door Replacement Permit Status: Approved Issue Date:10/24/2019F Expiration: 04/21/2020 Parcel Number 1292 NE 95TH ST, Miami Shores, FL 33138 1132060144040 Contacts MARIA DELLATORRES Owner 1292 NE 95 ST, MIAMI SHORES, FL 33138 REGOSA ENGINEERING SERVICES INC Contractor GUSTAVO VELEZ 15700 NE 2nd AVE, MIAMI, FL 331624267 Business:7862622964 CONTRACTORWORK@GMAIL.COM Other:7863448720 Inspection Requests: Description: IMPACT WINDOWS Valuation: $ 15,000.00 r762=049 TotalSq Feet: 165.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.00 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $137.75 Payments Date Paid Amt Paid Total Fees $137.75 Credit Card 10/15/2019 $50.00 Credit Card 10/24/2019 $87.75 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,_Lquthorize the above named contractor to do the work/ated. Authorized Signature: Owner / Applicant / Contractor //vAgent / `/ Date October 24, 2019 / Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING pS. CEWED FBC 201--' '-"- "l Master Permit No. (7 "".��J"t Sub Permit No. wS- I 0 —19' c; 4o-' ❑ REVISION ❑ EXTENSION ORENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1292 NE 95 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-014-4040 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): MARIA PAOLA DELLA TORRE Address:1292 NE 95 STREET City: MIAMI SHORES Tenant/Lessee Name: Email State: FL BFE: FFE: 33138 CONTRACTOR: Company Name: REGOSA ENGINEERING SERVICES, INC Phone#: 786-262-2964 Address: 15700 NE 2 AVE City: MIAMI State: FL Zip: 33162 Qualifier Name: GUSTAVO VELEZ Phone#: 786-262-2964 State Certification or Registration #: CGC-1508952 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 1,500.00 Square/Linear Footage of Work: 27 SF Zip: Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: NEW IMPACT WINDOW UNDER MASTER PERMIT RC-11-18-3434 Specify color of color thrustile: 7 ! , t I `V $ �' i. .i• rf r$y"'IIO.OV CCF'$ t'q•'��_ CO/CC$ Submittal Fee lJ° a Permit Fee Scanning Fee $ Radon Fee $ 2• (10 �DBPR $ b Notary $ Technology Fee $ �• Training/Education Fee $ 00 Double Fee $ Structural Reviews $ Bond $ 1 TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4 "1 "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comm nhea nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In ence of such posted notice, the inspection will not bopproved`a4 a reinspection fee will be charged. Signature ,Ll I V/ ZIIIII""\ Signature OWNER or AGENT TRACTOR The foregoing instrument was acknowledged before me this 14 day of OCTOBER 20 19 by MARIA P. DELLA TORRE wh t2Eonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: The foregoing instrument was acknowledged before me this 14 day of OCTOBER 2 19 by GUSTAVO VELEZ who personally known t me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: &. Printl!/lr,... L l Seal: = Camrltltlarti2 Seal: •'"` Eqk": 11111mb 22, 20n 1100111111141 ihnl As= Nobly APPROVED BY T Plans Examiner Structural Review Luz Earth Gkd* E'O": M1rch 22, 20n 9cmeli thn ll�ln�, � as Zoning Clerk (Revised02/24/2014) MIAMI•DADE MIAMI-DADE COUNTY WOMER PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND COD MINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 N"+fC' { OF ACCMETANCE (NOM www.miamidade.Eov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 This NO is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8706 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E, dated 06/21/19, 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 MISSILE IMPACT RA G: Large and Small Missile Impact Resistant LABELING: Each unit s ear a permanent label with the manufacturer' ame or logo, city, state, series, and following statement: "Miami- pppoved", 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. 17-1212.17 and consists of this page 1 and evidence pages E-1, - , E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0708.09 MIAMMADE COUNTY Expiration Date: April 11, 2022 �I Approval Date: August Ol, 2019 y7J1111q Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, 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 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum 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. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under 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. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under 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. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11 - 0 705. 10) 4. 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 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.E. (Submitted under NOA No. 11 -0 705.10) ?_CA7)a;7, Manuel P re , P.E. Product Control x miner NOA No. 1-0708.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 • E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, 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. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under 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 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 Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) 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 NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. Manue Per E. Product Control E amI NOA No. 1 .09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 17-1212.17) 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-211613, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. 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, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/13/17 and expiring on 04/11/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thom J. o os, P.E. Manuel Pe ez, .E. Product Control fxaVner NOA No. 1 08.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series HS-8700 flange frame aluminum horizontal sliding window, XO and XOX configurations, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10715, dated 05/08/19, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), dated June 24, 2019, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. 3. Proposal No. 18-1697 issued by the Product Control Section, dated January 04, 2019, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1212.17, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LM.I." approved on 02/01/18 and expiring on 04/11/22. Manuel ez, P.E. Product Contr Exa finer NOA No. - 708.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E - 4 TOP OF TE " EL + 27,0 r NEW IMPACT -WINDOW TII r WALL WITH STUZO PINW TO MATCH Wffh E aN6 r GONG M AND SET IN EPDXY (HU1 HSE %] EPDXY OR APPRM ELZ &), TYP. JOB ADDRESS 1292 NE 95 STREET, JOB SHORES, FLORIDA ,.lVr.r:� r EXaIW 6ARA6E DOOR TO REMAIN FFIOP05�1) FI?ONf VIFW 5cALr: 1/9" - 1'-0" •••••• 0 *go •••••• •••• ••••• • • ...... 0000 •••• • ••••• • • • • • • • • • • • • • • • •• •• •• • •••••• • •••••• TOP 6f • • • q + 19 • • o TOP OF OIL MWOW OOR EL + �n WS_� LE0 ZONinrG pEpp SATE DG DEpT Z ' ° Ccn,r�r.tfnr Wr rH Ar_t FEU ERAL REGl�L4TI pniS OL FINISH FLOOR —N6w I�n9 -- EL t Sb3 A Al D / B B1 100 0� B B1 NOTE: oX 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR X0 FOR VERTICAL CROSS-SECTION DETAILS" EFER TO SHEET #3 3 HORIZONTAL S "C, D, & E" REFER TO SHEET #4 4) REFER -TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al B B, 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, & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al E 0 D B 81 XOX - Un-Equal Lite (1/4-1/2-1/4) NOTES: 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 "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & 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. 5.) 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 30FT. IN THE HVHZ, THE I.G. 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. ,t 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 &' 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. PRODUCT REVIS5D as complying with the Flaw Building lode ,4eccpmce No ,D; ! 01J4 L. airstion Da.e a 0 � o q M 00 U3 M � �o am— 3oa Z J Z U)go W = 00MC • • • N : a • • • ar w • • k� • a N v cu N I` {4- ~O (U I S t. < N 0 v W nIn N 0 v W 0 3 P O 3 N I5 4m i L L • c 0 O p h m to UU m U 3 O 4, C)m = N O 41 6 w = w W N01 0, N c c O O p 4 C Q Z Ix v �� E E O o U � Q pq U O W 9 3 8s der �I U. 3� m�1 t5a LA � P1i z 1� W d TEST UNIT SIZE: 111" X 63" — INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP AB( (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP AB01 (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH VE 70.0) E 70.0) TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS A A 1 FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) 5, A, 10MAx .787' I--11.375' MAX. O.C. 4' I (MAX. q.0 , (TYPII 5' ALL C Max. D.L.Q. Width Max' D.L.O. " dth = 2438 N 43 13 1/4' W W 10 li i' n LJ W > z N _-; x i M 1 ANCHOR NOTES, ' 1• SAME ANCHOR SPACING AT HEAD &SILL EXT. & INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED. W/ AT MEETING RAILS FOR UNITS WITH SILICONE AND ARE AV DP ABOVE +70PSF / - 75PSF (4 TOTAL) AVAILABLE AS OPTIONAL. ��7�� "XOX" WINDOW EQUAL LITE 1-SEE-VERTICAL 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 �k (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ADO (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOV (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4 TEST UNIT SIZE: 74" X 63"— INSTALLATION FASTENERS • (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP AB (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABO (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4 ANEERS) D.C. O.C. O.C. D.C. 111' OVERALL FRAME WIDTH VE 70.0) 110' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS E 70.0) REQUIRED AT MEETING RAILS A Al FOR UNITS WITH DP ABOVE 5' --10.7, �I �'js�' 1 +—/- 70PSSFF I(4 TOTAL) 1 I 4• {-� 1 12• I (MAX. O.C.) , , (MAX. O.C.) 5' ALL C Max. D.L.O. Wid 1 Ma I. D.L.D. idth = 24 3/8" , 33 1 13 1/4' = E Lo '' Ln 13 1/4' � w II' ===�1�=1' II �/ ___`= YW > ti a jTF=== / J 1 O 13 1/4' D ID , IL ANCHOR NOTES, ' ' I I I I I I 1 1• SAME ANCHOR SPACING AT HEAD &SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE AND ARE AVAILABLE 2• TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF <4 TOTAL) "XOX° WINDOW — UN —EQUAL LITE NOTES, L SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH )VE TWO ADDITIONAL ANCHORS I D AT MEETING RAILS A A 1 70PSF (4 TOTAL) 5' 4 1/2' 4' 14' (MAIL O.C.) f o.c.) (iYPll 5' ALL C I Mai D.L.O. " idth #1 33 1 13 1/4' i w jt_�/r/`y�Y1�C___A 1/4' rn D _ 1 Y W /C�* X i `a LZ =_?):= ,a X AL AT )RNERS) D.C. D.C. D.C. D.C. ANCHOR NOTES, 11__II- 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ AT MEETING RAILS FOR UNITS WITH W/ SILICONE AND ARE DP ABOVE +/- 70PSF <4 TOTAL) AVAILABLE AS OPTIONAL. "XO" WINDOW EQUAL LITE NOTFS, ( "OX" REVERSED ) 1• SEE VERTICAL CROSS-SECTION DETAILS -A, At, B, & Bl' AT SHEET #3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 O I=) n E— O d a D2 E.+ v z E C) LV A a0 a i•q• OI c N O O O O t` a m SERIES-8700 HORIZONTAL SLIDING WINDOW o u oh (j, o !< FLANGE FRAME ELEVATIONS — L.M.I. ORNERS ° F c 4 h y s y s W W v W 3 0 4 L ,p rn 4 `° O � O.C. a p U O m0 U U. 3 a 'a° O 3� 3 N ±-ii o41 o E v E n v ' I U C U , ro O.C. LY pp,OT�IUCi' REVISED u) " '� UJ s coplying Ni111 file Flafi418 m / Iiuiidin, Code q.D � a •• t�1 In I Acceptance 140 • �2 t E�pe:n1ion Date5. By Cvlei > ade i'roclur? C4 - cal . "4yf= O Q • s • ease:* • • a 00fe0• ••a•af • • 1/4' TAPC❑N W/ 1 1/4' MIN. EMBEDMENT INT❑ C❑NC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE EXTERIOR GRADE—� PERIMETER CAULKING E0 EXTERIOR W y 0 X U z J �� IL ` F ID w Q x� af Q � 3 � O A A Z z 3 3 � O EXTERIOR GRADE PERIMETER CAUL , 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG, ❑FFICIAL (TYP,) 2. WOOD BUCK AND FRAMING (NOT BY LAWS❑N INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED BY THE GLAZING SYSTEM a 1 1L MIN. A EMBEDMENT ° a. d . v d. v 1/4' MAX. SHIM SPACE (TYP.) STUCCO OVER METAL LATH NAILED TO EXTERI❑R GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1 ,lg�l,. y � 2X +� ••..•..tzz�� i' MIN. `I EDGE ANCE ti� `....•?: 2X EXT. GRADE PERIMETER --/ CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) CLEAR SILIC❑NE ADHESIVE EXTERIOR BEDDING COMPOUND 34 A 1 INTERIOR 71,11:111 ALTERNATE DETAIL tDATED GLASS 11 11 #14 S,M.S. W/ 1 1/4' MIN, EMBEDMENT INT❑ WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 t14' (MIN. EMBED.) TYP. ill 1/4' MAX. HIM SPACE (TYP.) INTERIOR ,o o in (0 Q E+ wA o ao M ca A a 6 rn No'° V 0 0 Ep- . 3_jM W 0 C7 Z } J p Ede+ r z � W x Go i it O �• b • • •Ng, U • • •y' E-• • W • •� • to N •O �}4 ••� • ••� •O 0 • . H . �.� Ca .. N °a • • I004 x z ; �z 14 6 I 1 I� !I 1! 11 27 ' i It Ij 11 I g WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. G ,I U 'Q t p 'r (U U cq i +' .. O o W O 0 W o ~ o to O e 4 cm m � v 4 h ' GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE o o n 20 BY WINDOW INSTALLER (TYP,) clj 9 i 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO a .°a,' mo m = o 1 36 HI -RISE SILL- OPTIONAL BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK a a o 3W 3 rn i a5 w 2 26 FOR DP AB❑VE +70.0 PSF BY OTHERS (TYP.) a, a . • w I j I (+80,0 DP MAX.) u°i �", `off o- z z SEE DP CHARTS ON • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR s a n� a m SHEETS #4, #5, & #6. MAS 1 ; c a a , B 1 (I I Li 3 ANCHORS NOTE: ainti a w 3ro3 a :::::::::::::: EXT. GRADE ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ W1 D, ❑R `96ttlt? .: /4' TAPC or APPROVED CONC. FASTENERS INT❑ C❑NC., d 4 f� CAULK WITH A MINIMUM OF 1 1/4' PENETRATI❑N INT❑ W❑OD ❑R ��``�j ......44-4 / y C❑NC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) A�0,•' • d ^ c 1/4' MAX. a• = d ^ a 4 1/4' MAX. SHIM SPACE {L .l ° a SHIM SPACE i1 ° a. a ° (TYP.) 0 u�i �� N e d (TYP.) 1 1/4' MIN. it e d .. 1 1/4' MIN, �r(?7E T!2TVISED Wwzt EMBEDMENT 4. v ° 4• d d � a• •Q- a e • ° EMBEDMENT . a lI d • s E ca.:p?yroq with the Florida . i3:ait d r? Cede � ' ® i— d d .. • d 4 _ d d <\�CCpiasi{JL ?� I •< % z 1 `• 1 .° Expimtioa Da 1/8' MIN. EDGE DISTANCEI e 1 � � •. •'�i • •t �s®sF OPTIONAL SILL DETAIL rv1=ti ie F orsuct C+ais fg .o�`�° a I 1, ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) BY OTHERS (TYP .) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED INTERIOR FINISH BY THE GLAZING SYSTEM (BY OTHERS) \ v #14 S.M.S. W/ 1 1/4' MIN• EMBEDMENT INT❑ WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX, FASTENER SPACING) 1 1/4' MIN, EMB AMENT 1' MIN, EDGE DISTANC EXTERI❑R WALL FINISHBY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. r 1/4' MAX. O 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. EXT, GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) AMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR O 73' MAX, WINDOW FRAME BUCK W 74' MAX, —WINDOW FRAME FLANGE WIDTH- "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) 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 FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC, FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATI❑N INT❑ WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4' MAX. SHIM SPACE (TYP.) ix' EXT. GRADE 0 —.PT. WOOD BUCKS d. d 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INT❑ CONC, (SEE ELEVATI❑N AT SHEET #2 FOR MAX. FASTENER SPACING) d 4.. 1/4` MIN. MBEDMENT d a c 1 1/8' MIN. EDGE DISTANCE PRODUCT REV1SSD zs cesnpl`./i jib ft Ftosi is /n� Acre 4 2 Code ��� !• f :Cr�ylBiiv?. I�i6 �Yni_�Yi4n ibis By O o q q z E~ A �� ao M � I coz Ell E- E o Now a o rnpin 3 v ' ? co W � W y � Z O incl 1i1 = ao 0- 5 J•zd 0 cb oo .•.� •• • Z �•0 rn o 60 ••••.•p p• a • �� •�• E-+ 0 pill Cap b E+ •H H z • a • cr • V CO i •V3 7 W 0 M a o o N w S i. Q (V w -F i, a 0 v w n 0 v w Y 0 3 o \ "1 N s i i L L • c - O 4 Uo co U ; aw y M mol mcl — VI p a O 3 x W a a ow • 67 N VI c 0 $ zz O o` O n C R'x Eo E • a 1 U O U p < Q ,N U 6 I.i ppl a, S 15 Ln a N t�� # 12 X 1 3/4' S.M.S. 1 1/4' MIN, WOOD EMBED (SEE ELEVATI❑N AT- SHEET #2 FOR MAX, FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) 1/4' EXT. GRADE CAULK — -CLEAR SILIC❑NE ADHESIVE 34 BEDDING COMPOUND 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 FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED, ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR 1/4' TAPC❑NS or APPROVED CONC, FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATI❑N INT❑ WOOD OR CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LAMINATED GLASS EXTERIOR MEN WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE 1/4' MAX. SHIM SPAC (TYP,) EXT. GRADE OCAULK - E .PT. WOOD BUCKS P 1/4' TAPC❑N W/ 1 1/4' MIN, EMBEDMENT INT❑ CONC. (SEE ELEVATION AT SHEET #2 ix FOR MAX, FASTENER SPACING) PR0DUCT REVISED a% coirplying with the Florida ?wilding Cade Accelrlanc `3a E.• iasiian r3a,e Il O a Q E, MEn z E-+E"' o M U 00 LO tEl1 3-1 M z Z N J Z O �fl W = 00 m a o • A O� 4R F• •OI 000009 ., • • O H lk o • Fi � • ~ N • o E-4 o ; • • o, =� LV a coil•• w • O � E� m • W A xa o� 8 g a is a� m N U PSI U I v v Y O m a 4 Ly 0 c 0 O 0 q O S y S {+ W uJ `v W ; i i t c O O Y1 �D U ; d, a, m 01 m _ N O a O a� a f/1 x a W a s •w g • g o z z w 0 o c Z ix Ix E v c E • •o ��i PI Lfir.. .� _ igdBS>$cg;t�fl.. DESIGN L ••, CAPA • • • •• i•E . ..� •- - ` ti .- • i - ..- •- �� ©© • 1 • 1 �� ��._ • _ •� 1 1 1 1 , 1 1 1 : 1 1 : 1, : 1 1 : 1 1 0®©� • 1 • 1 • 1 • 1 1 1 1 1 1 1 1 1 :1 1 :11 :11 :11 �� 0�©0 1 1 • 1 1 / 1 1 1 1 1 1 1 :1 1 :1 1 :1, :/ 1 •1 e■©�. . 1 . i . , . 1 1! „ l i it :!1 :11 :1/ :/1 ®� ©� • 1 . 1 . 1 • 1 1 1 1 1 1 1 III : 1 1 : 1 1 : 1 1 : 1 1 �0®0 • 1 • 1 • 1 • 1 1 1 1 1 1 1 1 1 :1 1 :1 1 :, , :, 1 0�©0 • / • 1 • 1 • , 1 1 ,, 1 1 1 1 :, 1 : 1 1 : 1 1 : t l 0 •: a� . 1 . 1 . , . , 1 1 1 1 , ! 1 1 :1 1 :11 :11 :! 1 .1 ©0 • 1 • 1 1 • ! 1 1 1 1 1 1 1 1 :1 1 :11 :11 :11 •1 ©� • 1 • 1 • 1 . 1 1 1 i t 1 1 1 1 :1 1 :1 1 :11 :11 •: •1 ©0 • / • 1 • 1 • 1 ! 1 1 1 1 1 1 1 :1 ! :1 1 :1 1 :1 1 •1 .! as . 1 . 1 . , ■ . ! , 1 1 1 1 1 ■ 1 1 :1 , :, , :1 1 : 1 1 ®�aa • i . 1 . 1 . , 1 1 1 1 1 1 1 1 :1 1 :1 1 :, 1 :, 1 ��00 ., ., • 1 ! 1 1 1 1 1 1 1 1 : 1! : 1 1 : 1 1 :! 1 ®� 00 • 1 • 1 • 1 • 1 1 1 1 1 1/ 1 1 : 1 1 : 1 1 : 1 1 : 1 1 • �� 1 • 1 i • 1 1 1 ! 1 1 1 �, , : 1! : 1, : 1, : 1 1 ® 1 • - ���IM ! _I _.. •.= -- _ -.MM-13M 1 1 1 1 1 1 , :1 1 :1 1 :, 1 :1 1 I® 1• ®�'� • 1 •, • 1 • 1 ,, ��©0 . 1 • 1 _-•-� -- . 1 1 1 1 1 1 1 11 :11 :11 :11 :11 ® •i ®�' • 1 • 1 • , • i 1, 1 1 1 1 i, :i 1 :11 :,1 :11 ��aa • 1 . , . 1 . ! ■ , 1 , 1 1 1 „ :1 1 :1 1 :1 1 :1 1 ®� �� . / . 1 . 1 . 1 1 1 ■ 1 1 1/ 1 1 : 1 1 : 1 1 : i l : 1 1 Notes * : 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.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT_ IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. ':'ZODUCT R-EVISM COMIPI. ing wish Tate Fhxida :>ui!da:eg Code cc-ptance Q Expa:q:ic'n Date'tlnr. I I I/11'Y7 o too A z (o E 00 M ^ [— O N Q m O to Ch U s. 0 w 0 rnix i 0.' o °D 30tn a Z W O o w � ZO y Z00 'n Z ao M d O .... p M o ..... 4F4 ...yE H • � rZ V • • N � te�' •z w � Q•A � ci A� co N S 4� N ul M t {• O �. 0 W O v w ~ 3 \ o r \ C c> ck L L • 0 0 to. +m+ 00 m O o U m 3 = in O a a •`•' • = w w d • a N U U o z z 0) 0 0 r o E- E o u v ; 5 o �' Q RI U 6 41 YS�EGSF Ja-+ DESIGN LOAD CAPACITY PSF - XOX WINDOWS with Un-E ual Lite 114-112-114 + /- Pressures (pst) 'FRAM ` ;'.; #Jamb # H 8� S Glass Type "B" (* 2) G lass T e "C" (* 2) Glass T pe "D" * 2) Glass Type "E" (* 3) Glass T pe "F" (* 3) G lass T pe "G" * 2 0 WIDTH." HEIGHT Anchors Anchors + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf � o a z -, 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° o � « 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' U 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c0tn A w 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 rn o M x 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z W o a In 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0In a o z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4'.� � • o r� F 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ���•��� c. o P 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ...�.•� z vrn o 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •....��co 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Qci,4-1 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • x 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " '• d' 108 48 4 11 - 52.0 52.0 65.0 75.0 65:0 75.0 52.0 52.0 65.0 75.0 H z 60 60 5' 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 °t 72 60 5 7 - - 52.0 52.0 i 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 - - 52..0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W w 5.* :8. • 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 :1z] o z 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Ci o 2 t 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U) co a ; 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 q 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 cu 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �m 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y = A A h 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W W 3 i i t L c 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w �. w 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Lo Y +- mOi = Nd N °a a° �n N a 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ;� 3 w 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W z W N A o c z 111 26. 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a� W Ea C 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ; ' ' 0 0 $ 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ¢ °° 111 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. hi -a "'sn' 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW O p>! (WINDOWS WITH GLASS TYPES "A, B, C, & D") a '� .b PRODUCT F?[V"-SSD ' qk i,a 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP yis�n, wish the FPcrra id>� La pp (WINDOWS WITH GLASS TYPES E, & F') AND +80.0 DP MAX. =� SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 5cod V w 4. REQUIRED AT FRAME HEAD & SILL ON Q ADDITIONAL ANCHORS RE r�„ y WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10)� 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. .,' ••>>">, ,� eeeeeW IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. otp r,FeasyE`d�R XOX - Un-Equal Lite ; a A i DESIGN LOAD CAPACITY (PSG - XOX WINDOWS with Equal Lite (1/3-113-113) + / - Pressures (pst) # 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 Type "Go'(* 2) WIDTH ,_ HEIGHT` + psf - psf + psf _ psf + psf _ psf + psf _ psf + psf --psf + psf - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0' 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 - 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 165.0 1 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 1 65.0 1 75.0 1 65.0 1 75.0 52.0 52.0 1 65.0 75.0 Notes (*) : 1.) SEt 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.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E, & F") AND +80.0 DP MAX. SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. �ILIa PRODUCT P.EV'SED as Crmplyillg wit th, Fl�,ida - i!ding Code Ltp r• Z BY M1it+aini ade I�sc3�iuC+ r..c�rc1 o A E 4Do a z i q M � � M E-, o r i z m Z�z (z) W Lh " y • o 0 •. •� C) 0 o 14 • H • • O • U H W ' N o z CC) D U) �z ono 0 N L) !r li t 4'4,r 0 N U Pq 4 t < o W u v W o 3 co o cv a m C O h L L • C 0 p(30 t 4,WO o W ; N a aU 3 W !EW w N N M C C a z z Y % > O O J e E v E 'L U O 0 �• V •••••• • st�����sag�aca�$r ej44- p z pp DWI � ti w Ff b 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 0.600' LAMINATED GLASS COMPOSITION - TYPE B ITEM GLASS DESCRIPTION J DETAM .0 _ _ _ -__ ' � __ �" I I 1 � a34a• LAMINATE DESCRIPTION 1 2 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER SAFLEX PVB by Eastman Chemical co. 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRDPTTON DETAIL oI ' =_= _ __- =� 4a - ' _' _ •== 1 a3r LAIONATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS TROSIFOL PVB by Kurarny America, Inc- 2 0.090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION DETAIL I 1/8' La _ _ _ _ '� ( 1 M340' LAIDNATE DESCRIPTION 1 2 1/8' HEAT-STRENGHTENED GLASS 0.090' PLASTIC INTERLAYER SAFLEX PVB by Eastman Chemical co. 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE F TTEM GLASS DESCRD?TION DETAIL LAKINATE DESCRIPTION 1 1/8' ANNEALED GLASS ve R ' '- -'-' 'Kurarny 1 TROSIFOL PVB by America, Inc3 2 0.090' PLASTIC INTERLAYER 1/8' ANNEALED GLASS ONE OPTIONS', W CORNING 899 HNEE-MOREHEAD 5731 EMCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCREMON DETAIL 01 .v4• pgp' I dL9' = _ _ -= _ I I M34f LAKWATE DESCRIPTION 1 1/8' ANNEALED GLASS SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER® 3 4 1/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (•) INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRUMON 5 DETAIL .v4' LAMMATE DESCRIPTION 1 1/8' ANNEALED GLASS TR13SIFEIL PVB by Kurarny America, Inc. 2 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS - _�_ _ A90' _ 4a ' = =' '= _=• f 1 0_4" 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (.) INSULATED LAMINATED GLASS COMPOSITION TYPE G TTE1[ I GLASS DESCRIPTION ` � DETAD. _ _ _ _ _..IL ® v4• � LAI@TATE DESCRDPI'ION 1 1/8' HEAT-STRENGHTENED GLASS TROSIFOL PVB by Kurarny America, Inc 2 0.090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED SS GLA _ Ago � Al9' 1 _34r 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (w) (a) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT, IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERE➢, GLAZING DETAILS AND OPTIONS ALUMINUM MULLION - SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN, THICK) NOTE: THE LOWER PRESSURES OF — THE WINDOW OR MULL SHALL GOVERN -# 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET I2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) INTERIOR EXTERIOR GRADE-----' "—WINDOW FRAME PERIMETER CAULKING EXTERIOR �2 FRAME MULLING DETAIL SEE MULLION APPROVALS hR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. # 12 S.D.S. X 1 1/4" L. FSHIM (SEE ELEVATION AT SHEET #2 I�ERIOR FOR MAX. FASTENER SPACING) PERIMETER-J L WINDOW FRAME NOTE: SEALANT 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) E 1 METAL STRUCTURE ATTACHMENT DETAIL HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS PI'EM # PART # REQD. DESCRIPTION REMARKS 1 L-7703 i FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 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 REQ'D, GLAZING BEAD < 3/8' ) 6063-T5 ALUMINUM 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD. INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB #3033 15 PWS-003 AS REQD, FIN SEAL WEATHERSTRIP 187' w x ,230' h 16 PWS-005 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS-009 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D, GLAZING BEAD < INSULATED) 6063-T5 ALUMINUM 19 PWS-001 AS REQD. PILE @ GLAZING BEAD .187' w x .150' h 20 0 31l 3• 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYL❑N 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 2 SILL/JAMB J❑INT GASKET 1/16' CLOSED CELL FOAM 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 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING �c 28 HC-026-1 1 SCREEN FRAME & MESH 29 3K 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 L X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 2 LAMINATED GLASS See Detnlls 2 L.H. of sheet 9 34 AS REQ'D. GLAZING SILICONE See Detalls 2 L.H. of sheet 9 35 L-8301 1 FRAME SILL 6063-T6 ALUMINUM 36 L-8302 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 37 ❑PTIONAL AS REQ'D. COL❑NIAL FALSE MUNTIN ALUMINUM 38 SM-5504 AS REQ'D, J❑INT SEALANT ■ 39 31 AS REQ'D. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL PRODUCTREVISRD .is c0n1P11 . vi:h the Florida Su idiilp (-'Ode t'1 0 r' ,o "';11f821OSi Dale By — i�4iami ad; FTeduct C. ci 0 O � o q uj M 00 M _o C4 M0 i 3�ro � v Z Ld Z O Go IA LJ= ,y 00 ;:E CL • •••••0 •64 • N • • Qr •O • H •� H G A � �z i q • rn ••°S••O w a J:irb�i z CL yI• ie6 ; N o N U i t 4. v N U s +, N 0 v w C4 0 v w o ~ ; Q 0 2c \ C,a q CD ii\ \ to 4 t r O v y m l T O 4 N a a ; 3. In p4r � w • • = W W 1a U Q ° :. � d o n 0 v o a' Ea E v >. I I U a U 6 PO U 0 4.1 V cc ft �a •s a. I 'a FRAME HEAD L-7703I—i.aso—1 FRAME VENT JAMB L-8703 I 2.�o SILL TRACK L-8702 0 FRAME JAM B '2 O FRAME TOP CORNER A o L10 A62 2 285 M .1 E,CD 2.643 0 rn 2(0,0 d SILL RETAINING CLIP 2643 L-8705 t rn OC i 3` tn.a � F 062 12 Z W O A y 1.466 A62 FRAME HEAD VENT TOP RAIL - J Z A 0�0� a, � Zi a l•IU• f L439--- I 750— FRAME JAMB • • • • • O �-- Z • FRAME SILL FRAME HR SILL L-8701 L-8301 —� ,754 • • • • • . • • • • P T W 00 SILL RETAINING CLIP O35 L-8302 36 2 ' • . ,,� • z •� E � 2.458 .062 FRAME BOTTOM CORNER FRAME MEETING RAIL VENT TOP CORNER • : • • cap l 2.374 3388 i FRAME SILL `� \ • ± C w •E '' W 0 A62 VENT JAMB RAIL `\\ H 04 ►'y +O_• CD • fff��� a [--.074 VENT LOCK RAIL 1I1 U V, � CO W x k VENT SPRING LATCH I L-753*-,698 2.655 21 H 2.6,55 5 j i i O FRAME SILL MEETING RAIL VENT BOTTOM RAIL4. 1 FRAME SILL O c N N s .. S �° w o ° w ° ~ c c cc N a ro o 4 VENT INTERLOCK RAIL L-7705 5 FRAME FIXED JAMB L-7701 O 062 2063 I 750 A62 I 844 VENT TOP/BOTTOM RAIL L-7707 O 1375--i 1 VENT BOTTOM CORNER 12 w i' d a 0 {a d s;12 in 1 OQ W m U 3 o 3 ; x pa o 4aN W W .062 I165 FRAME & SASH CORNER ASSEMBLY DETAILS a �. Ln a,.2 o 2 o z z J 1A75— 2.651--� Q (� U 0 W b 3 VENT JAMB RAIL L-7706 FIXED MEETING RAIL L-7704 SILL ANCHOR CLIP t ��i�� O ' } 2.000 1 1.450 4 O 062 2 285 078 ( L-8830 32 a85 �A94 _ GLAZING BEAD 1 1 I GLAZING .BEAD L-7711 18 I 0 O50 '� lz_SVIS:=a centplyin� with the Florida iui:ding Cede 0"' U Aei el't' i io 4 }4� Ex¢iratioa Date a m �. e�� ..,, .41 ,CJ ��••••• •�� �, • •� a r b •. W D4 N • O� A62 i LY L504 2,794 A50 Aw I By •O Miam Dade Product--UL �G ' Gj . L235 773-1 �taa.g5 A