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WS-19-1559Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-07-19-1559 r~ r I �Permit Type: Windows/Shutters work Classification: Door Replacement Permit Status: Approved Issue Date: 07/09/2019 Expiration: 01/06/2020 Location Address Parcel Number 79 NE 91ST ST, Miami Shores, FL 33138 1132060130130 Contacts ROBBIE & KARLA SINGER Owner 79 NE 91 ST, MIAMI SHORES, FL 33138 HABIFY DBA FLORIDA BUILDING Contractor PERFORMANCE LLC BUCK REILLY , FL Business: 3054434900 info@habify.com Description: REPLACE 1 FLOOR TO CEILING WINDOW WITH 1 Valuation: $ 2,400.00 Requests: Inspection 305-4949 DOOR (IMPACT RESISTANT) Total Sq Feet: 370.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $128.15 Building Department Copy Payments Date Paid Amt Paid Total Fees $128.15 Check # 1070 07/09/2019 $128.15 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize thb ve n�d contractor to�,io the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date July 09, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED J U 09 z019 BY: FBC 20 Master Permit No. KC - 03 - [ 1 5 I J�Sub Permit No. WS-a-) - ) of- � ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 7� HE 1 I ST STREET e City: Miami Shores County: Miami Dade Zip: 331 .Z 1 O Folio/Parcel#: 11— 5106 — �� Is the Building Historically Designated: Yes NO L ldggY Occupancy Type: RCS 5Gl FLoad: Construction Type: CZ5 Flood Zone: X BFE: _qLA FFE: OWNER: Name (Fee Simple Titleholder): R.0B5jF-551NC-,EX �-1ARI.A F 51%5g Phone#: 786 5btP 5 12.5 Address: 71 (iE9 9I S�RMr City: Mf�M I SRORZ 5 State: F Zip: 3 3 1 3 8 Tenant/Lessee Name: Phone#: Email: �/ R CONTRACTOR: Company Name: HA13I F l DVA FLDRIDA BUQl�KPnoWe#:�— 305 4-q3 "oo Address: 7'[ q2 5W "1$t k Tf� r-r City: M I A M I State: rIA A Zip: 3 315 5 Qualifier Name: RUCkl R51LLY Phone#: 7�6 Zq/ ggZtl State Certification or Registrations#: CGG 152 0 341 Certificate of Competency #: DESIGNER: Arch itect/Engineerr:OCK t?1��I LLY Phone#: 7UQ 6 211 tf 82— % -7 Address: l 4'42. 5W `iaED-tk 5�TK%T City: MIAMI State: rL Zip: 33155 Value of Work for this Permit: $ �Z i l � • () (0 Square/Linear Footage of Work: 3 L•F. Type of Work: ❑ Addition [; Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: RE LI ce. 1 FLOORTO Ct�lUtiG WINDOW W I�M 1 DOOR (1 EPCT RE5LSr/�Nt Specify color of color tlirwtile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) A 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature L/ Signature k" Jk'�T Vvz WNER or AGENT CON 41P CTOR The foregoing instrumentwasacknowledged before me this % day of JUL/20 by ARLA SIN(;�� who i personally know to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:��i�� Print: CifT�cJG(� The foregoing instrument was acknowledged before me this % day of 0 201by F7L)CK RMLY who i personally know to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: l Print: GIf�IS7 as Seal: MYP CHRISTOPHERBARATBLOCK Seal: � r CHRISTOPHER BARAT BLOCK commission # GO 109096 Commission # GO 109096 Expires May 30, °}y ' o �` 8aiaaomv eudp.tllo�ry 6wvtas v� �� Expires May 30.2021 OF n. P �fF oP Baled Thu Budpil MdarY Savkac sss**ss***ssssssssssssss******ssssssssss*s**s***ssssssss*s******s+�R�#L�s*s*****s*sssssssss**********s***s*sss Plans Examiner Zoning APPROVED BY / g Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: V 71912,01q Qualifier/Owner Signature Date uj-�' Lt-Y Print Name 1 ©�~Ci -------------------------- -------------------------- Sr IMP hq FA WIN WIN WIN WIN F CLO Street Miami, FL. •-- ��i y =======� �♦♦♦♦♦t'��♦♦♦♦♦♦� ----------- ----------- ----------- /♦♦♦♦♦♦♦ -----------♦♦♦♦♦♦♦♦1 ----------- 305.443.4900 CLOSET ARCHITECT ME GENERAL LICENSE 8 BATH MA OWN ME MA ME S*NED By -------. ►♦♦♦♦♦♦♦ ME ft)"REUY ----IM ------- ♦♦♦♦♦♦♦♦♦1 ♦ ♦♦ ♦ ♦ ♦ ♦ /-------------------------- 1 IVA BEDROOM / ♦ ♦ ♦ ♦----------------------------/ ♦ NOT PART "W"♦ ♦ �?v ♦ ♦ ♦ 1 OF PROJECT, ---------------------------- IM •---------------------------•GARAGE =EE ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ 1 EIM IM 1 111111----------------. ■—a--E ■w-- i■ i— mmmiummmmimmmmmmim ----------.r GARAGE - •�--■MA MA e ----------■ ♦ ♦ �/ ♦ ♦ ♦ ♦ 1 FA z Lu KITCHEN Elk I SET : • ♦i�u�♦•,.!.!.!.� III LIVING� � ♦j���.��. ♦♦♦1 � �. �i♦♦�BATH ♦♦♦ii♦���- , ►♦♦♦♦♦♦♦� �- -AOPOSED •------------ •--r-------------•HOUSE ---------------------------PLAN IIIIIEMMM Ar an M - • MIAM1•DADE MIAMI—DADE COUNTY, FLORIDA IZ'dalrlu PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 (AHD). 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 buildiaig bode. This product is approved as described herein, and has been designed to comply !vith -the Florida- $uilding• • • ; • Code, including the High Velocity Hurricane Zone. • • : • • • • ; 00 DESCRIPTION: Series "FD-650" Outswing Aluminum French Door w/ SideL#es 1 •N.I. APPROVAL DOCUMENT: Drawing No. 8000-12, titled "Alum. French Doiv & Sides des; Non- • Impact", sheets 1 through 11 of 11, dated 12/23/04, with revision "F" dateN0440/17, prepared by-:". manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miatrti. fle CotiW!Rroducf " Control Section Revison stamp with the Notice of Acceptance number and Expira6ofi'date by TAe Miami—* 0 • Dade County Product Control Section. • . . . . ...... MISSILE IMPACT RATING: None :"' • LABELING: Each unit shall bear a permanent label with the manufacturer's nMe d'r log(t cityf 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 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. 16-0629.15 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0504.03 MIAMb, DE COUNTYM / Expiration Date: March 24, 2020 ZS 17 Approval Date: December 07, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-10-78.09) 2. Drawing No. 8000-12, titled "Alum. French Door & Side Lites, Non -Impact", sheets 1 through 11 of 11, dated 12/23/04, with revision "F" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 666096 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. • • • • • • . • fStomitted under previous NOA No. 16-0629.15) • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ...... .. ...... • •; • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 • • 3) Water Resistance Test, per FBC, TAS 202-94 . . .... .... • • • • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • • • • • • • • ; : �'Ibhg with marked -up drawings and installation diagram of an aluminum doors of XX • : j figuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • • • • ; • • ; : •FTI,-5967, dated 05/07/09, signed and sealed by Julio E. Gonzalez, P. E. • • %(SIbmitted under previous NOA No. 09-1028.09) • .". : 3. Vest reports on: 1) Ai Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0107.01) Jorge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0504.03 Expiration Date: March 24, 2020 Approval Date: December 07, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. STATEMENTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4450, dated 12/14/04, FTL-4451, dated 12/14/04 and FTL-4452, dated 12/14/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0107.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC Wh Edition (2017), prepared by manufgtarer• dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 • • • • • • ...... .. ...... D. QUALITY ASSURANCE • • • • • • .... . . 1. Miami -Dade Department of Regulatory and Economic Resou;cM-• RER)....... • .... • • • • ...... . .. ..... E. MATERIAL CERTIFICATIONS • • • • • 1. None. • • • • • • F. STATEMENTS • 1. Statement letter of conformance with FBC 5th Edition (2014) and FBC Eta Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 4. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 5. Laboratory compliance letter for Test Report No. FTL 5967, issued by Fenestration Testing Laboratory, Inc., dated 05/07/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.09) G J be M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.03 Expiration Date: March 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.09) 7. Laboratory compliance letters for Test Reports No.'s FTL-4921, dated 07/17/06, FTL--4450, dated 12/14/04, FTL-4451, dated 12/14/04 and FTL-4452, dated 12/14/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0107.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.15, issued to PGT Industries for their Series "FD- 650" Outswing Aluminum French Door w/ Sidelites - N.I., approved on 07/28/16 and expiring on 03/24/20. ...... .... . . ...... .. ...... . . .... .... ..... .... .... ..... .. . ...... ...... .... .. .. ...... . . . . ...... jofg'e M. Plasencia, P. E. Pro ct Control Unit Supervisor NOA No. 17-0504.03 Expiration Date: March 24, 2020 Approval Date: December 07, 2017 E-3 SERIES 650 OUTSWING NON -IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLAZING OPTIONS: A. 3116' TEMPERED GLASS B. 7/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16- TEMPERED GLASS WITH A 1/2' AIR SPACE. 2. DESIGN PRESSURES: (SEE TABLES 1, 2 AND 3, SHEET 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 9. CONFIGURATIONS: X. 0, M. XO, OX, XXX XXO, OXX OXO, Xx(X, XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE X DOORS OR A DOUBLE XX DOOR, BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX AND XO UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THROUGH 11. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI•DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-0ADE COUNTY. 6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES' TEST REPORTS FTL-4450, FTL-4451, FTL-4452, FTL-4921 AND FTLAS%7. ANSUAF$PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3/16- TEMPERED GLASS ----I GENERAL NOTES ............. 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ............ 1 DESIGN PRESSURES....... 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7-8 ANCHORAGE ..................... 9-11 Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi Ek:o UlbaCorM 155 kill 177 kill 410 SS Eloo CreteFlex® 127.4 ksi 189.7 ksi 8083-T5 Alundnum 16 ksi 22 ksi GLAZING DETAIL MONOLITHIC GLASS ASS TABLE A DESIGN PRESSURE RATING IMPACTRATING SEE TABLES 1, 2 6 3 ON NOT RATED FOR MISSILE SHEET 2 IMPACT RESISTANCE MI6' Anchor Anchor Type Fram• mar Subetroi• Min. Edge dmantOr Group Fa•m be DI>aance Metal Thickrteea atilloThickn Ste. .. I cuthsm Pine ( a 0.55) 1 A (Gr.5) A!i ece3-T5Aiuminom 3B' T'8" 1A tco AN Ccncmte (m`.^. 2.85 X31) 2' 1 .W B UltraCcn`r Jamb HoilovBlock ASTM C90 Z' 1-1/4" 7 Cancrate i'm n. 3.35 si, 1✓'4" 1 17.4' C V4" 410 SS Ek:o Ja.:,b HCIIoY; Bleak IASTM C90) 1.9l4" 1-1/4' CRteFlex® AR Southem Pine (SO a 0 55) 1) WHERE SUBSTRATE CONDMONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR I ABOVE. CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3/16' TEMPERED GLASS EXTERIOR CODES / STANDARDS USED: a2017 FLORIDA BUILDING CODE (FBC)• STH EDTION a2014 FLORIDA BUILDING CODE (FBC). 5TH EDITION �ASTM E13W-09 •ANSUAMPA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 �AISI S100-12 *RISC WD-10 PRODUCT REVISED 7/8' NOM. as complying with th• Florida Building 1/2' AIR SPACE Code NOA-No. 17-0504.03 - 3/16" TEMPERED GLASS E.plration Data 03/24/2020 101 By Miam -0 o Pro oct nt • • • • • • • • • • C• MING DETAIL • • • • • • • • • ,Gt GLASS • •• • • • • ••• •• ••• •• • • • •• N WwwcE FL 36M c ry•lp"O." o• • • Ggn'I`AirrN M6 • • `a 5/8' GLASS BITE GLAZING DETAILS AND I ARUM. MEMCHDOOR B SIDE LITES. NON -IMPACT I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 + 11 L 600012 * ;a No.58705 •: po. ll 7- I , .t� TEN, : SZONAL �.. r'/IIIIIIIII\\ A. LYNN MILLER, P.E. FL P.E.# 587D5 15 ... . . . ... . . . .. .. . . . .. .. . . ... . . . . ... . . (ABLE 1. COMPARATIVE ANALYSIS: OUTSWING DOORS .0 ;. • TABLE J."PARATIVE ANALYSIS: NARROW JAMB SIDE LITE GLASS A. 3/16" TEMPERED GLASS • • L •a TOA RED GLASS LL OPTIONS: B. 7/8" I.G. (3/16"T, AIRSPACE, 3/16"T) • • OPTIONS: Bt 7/8"4 G. (3/16"T. AIRSPACE. 3/16"7) a O v DOOR DOOR HEIGHT WIDTH 8� - 79 3/4" 70 - 83 314" 87 3/4" 91 314- • • 69"S 3/41i X 20 25" +100.0 -145.0 +100.0 -145.0 +1D0.0 -145.0 +100.0 -14t +1011. 1 5C5 X 27" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -13819 +'Wfi.b � 34:3 X 29" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +1 D0.0 -122.4 X 26 31" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -121.6 +100.0 -115.6 X 2e 33" +100.0 -126.7 +100.0 -126.7 +100.0 -122.0 +100.0 -115.5 +100.0 -109.7 X 5" +100.0 -112.2 +100.0 -112.2 +100.0 -1122 +100.0 -110.2 +100.0 -1D4.6 X 30 37" +100.0 -100.0 +1D0.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 KX 4 47 314" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -139.5 KX 61314" +100.0 -145.0 +1D0.0 -145.0 +100.0 -144.2 +100.0 -136.9 +100.0 -130.3 KX 65 314" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +100.0 -122.4 KX 50 59 314" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -121.6 +100.0 -115.6 KX 64 63 314" +100.0 -126.7 +100.0 -126.7 +100.0 -122.0 +1D0.0 -115.5 +100.0 -109.7 KX 67314" +100.0 -1122 +100.0 -112.2 +100.0 -1122 +100.0 -1102 +100.0 -1D4.6 KX 60 71 W4" +100.0 -100.0 +100.0 -100.0 000.0 -100.0 +100.0 -100.0 +100.0 -100.0 TABLE 2. COMPARATIVE ANALYSIS: FULL JAMB SIDE LITE GLASS A. 3116" TEMPERED GLASS OPTIONS: B. 7/8" I.G, (3/16"T, AIR SPACE, 3/16M SIDE LITE SIDE LITE HEIGHT WIDTH 68 - 79 314" 7° - 83 314" 87 314" 91 314" 80 - 95 314" 2111/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 24 11/16" +100.0 -145.0 +100.0 -145,0 +100.0 -145.0 +1D0.0 -144.9 +100.0 -137.9 3011116" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 3311116" +100.0 -118.6 +1D0.0 -118.6 +100.0 -118.6 +100.0 -112.6 +100.0 -106.8 3611116" 1 +100.0 .100.0 1 +1D0.0 -100.0 1 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 NOTE: REFERENCE TEST REPORTS FTL4450, FTL4451, FTL-4452, FTL-4921 AND FTL 5967. nc rE[YrAOLOCYDNIC x Ve1W A FL.W75 p01l460-14 o CB?r OFAUM A22M ormi 0" SIDE LITE • VAD*TH• SIDE LITE HEIGHT • a� - 79 314" 70 - 83 314" 87 3/4" 91 3/4" 50.95 314" 16111161111, • +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 g 1-Cie. ilD0.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 1611116" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 1911116" +100.0 -145.0 +100.0 -145.0 +1 D0.0 -145.0 +100.0 -145.0 +100.0 -145.0 2111116" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +10D.0 -145.0 +100.0 -145.0 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.9 3011118" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 3311/16" +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 -112.5 +100.0 -106.8 3611/16" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 PRODUCT REVISED as complyinor g with the Flida Building Coda NOA-No. 17-0504.03 OVERHANG Expiration Date0312412020 LENGTH ey OVERHANG a Miaml-0 s Product Control HEIGHT S Lcl NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 7 OF 11), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 LYN PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY , ,rON.. • •. • • N- yo ADJOINING SIDELITES. =l: vcFJtsF' ., 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF = ?: THE SIDELITE AND THE DOOR GOVERNS THE OVERALL = * No- 58705 ASSEMBLY DESIGN PRESSURE. ' IS DESIGN PRESSURES '��ONAl1E��` ALUM. FRENCH DOOR 8 SIDE LITES, NON -IMPACT e"FDS FOASg err -2 `"`*w eF A. LYNN MILLER, P.E. /11A 2 + 11 B00a12 F FL P.E.# 58705 �+---- 73 13116• MAX. WIDTH —1 MAX HEIGHT ALL OX OR XO 37 MAX WIDTH 25° MAX DLO ALL X UNITS �•- 110 5/8' MAX. WIDTH —�{ �+— 71 314" MAX. WIDTH loxce 145 3/8' MAX. WIDTH i OXXO (SHOWING EACH VERSION SIDELITE) 36 11/16° IDTH�r 3611/16" AX WIDTH MAXOLDMMAX.3318' •• ••• • • • • • •• X XX •• •: ••:O(FUL-•L•jAMj O (NARROW JAMB) NOTES: • • • •. • - • • • .• ... . . .. 1_ CONFIGURATIONS WITH SIDE LFFES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. f0m7�wwogw~ •• • �w N4PWAnsws LEVA77ONS W*480.18000 ��T- �.,�"�''m fan? F crow 7N1s swEr. � ' SUM ur[&CH DOOR & SIDE ONES, NOWMPACT FJC1. 1236m .uwox�saaa� FOR7'o NTS 3 • 1f d000-f2 F ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying wlth the Florida Building Code Now -do. 17-0504.03 F_xpiratMn Dots 03/24/2020 By Miaml-Dad FroduCt Contra ,010 Y LYN& �f No.5a705 5? of •,• ' "ONAt.IO�G`�. A. LYNN MILLER P.E. FL P.E.N 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL .•. • ... . • • • • • • • • • • VipTlcai� C00 B• :OUTS"NQHf-AD ,,00 .•• •• • •4 OR • • • 3 • r ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL MAX. DLO VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL I1on ircNNvacrrnive N YFMC+: R J�i76 (wlt)I14/w70 __....... CIRT OFAUM 0=29111 FrErl, MAX. HEIGHT VERTICAL SE'CnoNS ALUM. FRENCH DOOR & SIDE LTMS, NON-10 rw.urr e,r< r..e a..oe. FOQSd 112 4 > 11 8000-12 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.03 Expiratlon Date 03/24/2020 By Mianl"7 roduct Contro \`tilnlntiii� ` NY LYNAf ` ,to ......... Mid o 't .•' �iGEN�c''...!_ i ;�O a ST�tu� �( ••'•..... . G\2� s � 10NAL tE?`��\ A. LYNN MILLER, P.E. FL P.E.# 58705 �YBIw 8l� i i-comi, m!.1 13 3 0 0 0 0io ©� 4N USLAB DETAIL G STILES AT ASTRAGAL AT GLASS BED INTERIOR 1 83 27 DETAIL F PRODUCT REVISED FULL JAMB SIDE LITE as complying with the Florida Building cad• (AT HINGE JAMB) EXTERIOR Noa-to. 17-0504.03 6 82 81 SEE NOTE 6 82 81 SEE NOTE Expiration Date 03/24/2020 5 rJ 1 By Miami-0ad roduet Control 20 106 20 1 80 30 73027 A17 27``29 ,C P.---ceNSF 83 7p 29 83 : • : : : iiTAR.E 1 • • • • DETAIL I �+ DETAIL H DETAIL K • • • • • IAMB, -FULL JAMB JAMB, NARROW No. 5870 : * _ NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE _ (AT HINGE JAMB) (NOT SHOWN ABOVE ^700. I I re2 romteo•rama►Dt.� K MANGElal� • • • 'er••OONf• MAb SICTION DETA LS %��S••.!`Coitio �•�'�' �'�i,`S/ONAL tJG Can:wrmp,,lpg ' ' • • UM. G7/ dSIDE L/TESNON4UPACT �rlf llilllt a ow�7 NO OW.WS n+is wrmroesn s� •� arrr r. A LYNN MILLER P.E. Fx awvi FD/ED 1/2 5 + 11 8000-}2 F FL P.E.IF 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . FD650 DOOR(S) FD650 FULL JAMB SIDE LITE FD650 NARROW JADN SIDE LI7E PRODUCT REVISED as complying with tho Florida Building Code 17-OSO4.03 NOA-No. Expiration Date 03/24/2020 By Mlam -07 Product Control GLASS, BEADS & SIUCONE 11111 JJ, ```ttllll :.k No.55705 ;moo: �� i'n •. a..4� •• OR1D�`,•••0 IBM TEOfOIDQ av"` lr tsr�e a alma PARTS LIST i�S , �' 70NAL E� (RH)OaLR00 nr t, '� J! I i 1 11 11 t t t ALUM. FRENCH DOOR d SIDE UTES, NONdMPACT JR orx OVION7 F RE12S®I2Al 110. aerr. ofAlmt ems rrroe r •r• arew a.r A LYNN MILLER, P_E. a��� nrilt•rr•av • J37Al0 B • 11 8000-12 F FL P.E.# 5E705 FX iT/9601 IIIlN DWGB D�l]tR3DN !GI'► FRAldttai'PAILIS 1 8006 FRAAJE-IB'iADt HINCH JAMB - 68006 2 SOOIC 0[71'SWIIY3SBL bS00iA 3 800aC OUI-SWINGSEI.ODVHL 4 BOOB ISOP CAP 68008 5 SIILtJAMB WFA'IHI•RtiiRIP ��� 6 8007 SCREW COVFR 650D7 7 BOO9 pDTAIL1iA38 6M 8 FRAME ASSHNIY.Y S(:REVI' AqI X l' PH 78 A nt711 . • • D • • • �, 1 8106 -HEAD SE..t JMBi9 • • • • • ®006 4 IMOP • • • • • • • 6I001 6 AiC1Y� • • • • • 68W7 7 ILP[A7E 6D009 SEA3�YS�tCWYiXI'%7820 6SOII 21.AB.®014 22pOD 33lS61ALDA *TOPdAIL 36}•/991y,IvyA 37 CUMP O087SMfA /1"%DRIYETI3&Sl71EW 7SX34PSTW TIBFIDADTEIBt680QSIIHIAMB TRPL 65029 1 8006 -13EAOtSBL G8006 4 8008 CAT O300e b a00'J S�tEW lX1\'FA M007 7 8009 L�SI'AILI7ATH ®� S A3ffidBLYSLItEW lSX 1'% A 21 8014 TOP AAII. 61014 22 8013 BOIT�d RAB. 61013 33 TIDt8ADID1AOD YI638X36' 6TRODA 76 H®HIX N[JI'Y7616 799@tlJl'A 37 SOl9 13t135S QAJSP �� fi0 NHX3/4"% IXQVBTI3S SCREW 7d7Ci�31'W 6l 802E SIOI!171811&lD7WM M07J 70 SOLO JAMB �010 ASSEMHLYKIT 80 8D3]B JX]ORASS�dtWS11HAM 6803IB 81 111aD1X21/2'1719CRI1W a r1a211B3xNvt >O 12X1 VY iA13DT®C S(ytPlV f! 1056 SlIDS4L � 90 GIAZBIGSBALANi DCW OORNQiG899 9Ri OR 993 I00 3/16'Tl'AIPL;m MASS 101 7/8' LG CLASS C7 1!2' AJRSPA 9l1G•n 102 80]! YIb" HPAD �3 10! 8022 BACKMAD �OQ2 106 8026A 4.BACKBBAD NtvEA lOB 807AA 7R' IGBEAD �A Ice t224 Yt,BIBBwSTP b'1rN7 L002 ,.ODO 3.636 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 3.018 .050 O7 #8009 6063-T6 INSTALL PLATE �{ 1.278 I� .062 1 2.236 583 1 TI•+-- 3.636 O2 #8003C 6063-T6 OUT -SWING SILL fu --i , 7 °FT� 1.376 .583 Tf 3.636 9#8058A 6063-T6 10 OUT -SWING LOW SILL ,.938 .100 1 I 8.250 I r 22 #8013 6063-T6 BOTTOM RAIL 1.938 .100 1 I 8.250 r 050 ,.,50 4.027 IL 311 1.353 1.033 .050 .040 #8004C 6063-T5 I #8008 6063-T6 #8007 6063-T6 OS SILL COVER O DRIP CAP O6 SCREW COVER I 074 T 2000 j 1.940 +{ 14 98 �-�-- 3.990 �i 050 20 #8012 6063-T6 STILE T 1.938 T .0751n 075 T 1.467 {= 4.434 { 21 #8014 6063-T5 TOP RAIL lE.075Ti��iT139i .467 �• 4.434 �{ 23 O #8017 6063-T5 TOP SWEEP J- F .050 79T I 2.240 #8016 6063-T5 24 BOTTOM SWEEP .075 1.170 2.544 I#8015 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL 56 742 142 r-' 1.812 r •• •• • • • • • •• Z280 -�� 075 1 � • • • • • • • • 075 353 301 • • • • • • • • r 1.000 II.172y. 1.7w Ti•• • • • noo 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 (3D #8039 6063 T6 T GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP /w+/.eatlbu • • • rsrr oFAvn�wv a• ; • • •ALUM. )t, OR 6 SIDE LITES, NON -IMPACT mo,rwnemr �1°°•'"'a"a FDsrA 112 �7 + 11 a.+.~BOOa,T F wu••nsAoen� _ _ _ _ _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp in with the Florida buildingNOA--No ore 17-0504.03 NOA-No. Expiration Date 03/24/2020 Br _ Miamr-Dr a Product Contro LYNIV fl `� .. * No. 58705 A. LYNN MILLER, P.E. FL P.E.# 58705 ... . •. . • . .. .. . ... .• .. . . . . • . . • . . • . . . .. . . . . . . . . . . . . . . . . . . . I 3.775 • • • • • • • .125 3251 050 . T�050438 125 T .32.1 • •••a,�P • • • •• • • • ••• #88028 6063-T5 #8056 6063-T4 • • • • • •• 8• SL HEAD TRIM O SUBSILL, OPTIONAL 700a f8Q1Q060g31-TQ ; ••. 1.035 NARROW SL JAMB #803313 6105-T5 80 FD ASS'Y BEAM .045 1.169 1.135 I •� L � 2.313 —�-I Tom, .442 .965 .7 045 .437 � { 965 t4 045 957 050 8025 #8022 BACKBEADS SLOB CKBEAD 10 #3//16" BEADS 108 � GABEAD T5 62 S#8L0 JAMB TRIM SILICONE HOT -MELT BUTYL REINFORCEMENT NT FILL AREA POLYISfINT. STRUCTURAL BUTYLEPRODUCT REVISED SILICONE 5116' NOM. SE511fT� as complying with the Florida STRUCTURAL 1l4" NOM. FOAM 3/16* NOM. BUTYL fl LICONE SEAL aullding Coda 17.0504.03 POLYISOBUTYLENE WITH DESICCANT ROLL-FORMENo".. WITH DE6ICCAN7 DESxxAMT FOAM STAINLESS STEE Expiration Data 03/24/2020 EXT. GLASS EXT. CLASS EXT. GLASS �• - —� EXT.GLASSsY Mla -0at1 Product Control INT. GLASS INT. GLASS INT. GLASS LASS KODISPACE III SUPER 11z DURASEALO 173 XL EDGEr' nc 4SG TPS SPACER®NXT11 SPACER SPACER Part0 Daacrtption Malarial 110 Kommedirg 4SG TPS Spacer System See this Sheet for112 111 Quanex Super Spacer nXT with Hot MeH Butyl Quanex Durnseal Spacer Materials 113 Cardinal XL Edge Spacer N[Ft:Rt:NLt IC.l1 KttNttl l: rIL•8/1 /. 0y000 OYry *, NO.587M A211T. K � .mm F�XTRUSION PROFILES CONT. ��''Si1O110 01" CMT. aFAUni Arms ALium FRENCH DOOR 8 SIDE LITES, NON -IMPACT �•y,r ad.rrt — s`r orsr — A. LYNN MILLER, P.E. 112 B • if 8000-12 F FLP.E.t58705 ,lu averaawt® JAMB .4 ANCHORS 18.500• HT. QTY. MAX. O.C. 95 3/4- (5) - 87 3/4' - (5) 83 -V4- - (5) 79 3/4" - (5) 11' _IT 11' 10.571' MAX. O.C. JAMB ANCHORS HT. ITT-Y 95 3/4- - (8) 91 3/4' - (8) 87 3/4' - (8) 83 3/4- - (7) 79 3/4- - (7) 11' s' 8' 6' 3' 3' MIN.—TTtff HEAD ILL & S11' TYP, ANCHOR CLUSTER (TYPICAL) SEE NOTE J i JAMB ANCHORS 18.500, HT. QTY. MAX. O.C. 95 3/4' - (5) 91 3l4' - (5) 87 3/4' - (5) 83 3/4' - (5) 79 3/4' - (5) i t' 12" 9. 1MIN. HEAD 8 SILL 11 TYP. ANCHOR CLUSTER (TYPICAL) 10.51 SEE NOTE 5 MA. JAMB ANCHORS HT. QTY. 95 3/4- (8) �7 (2) EQ. (3) EQ. 91 3/4'- - (8) i SID. TYP. SP. TYP. 87 3/4' - (8) 83 314" - (7) 7 9 DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.)[SE�E TAIL C (CONCRETE) IsEE NOTE 5 J DETAIL D (WOOD/ALUM.) (SINGLE PANEL) (SINGLE PANEL) OR MORE PANELS) REGARDING (2 OR MORE PANELS) APPLCIR LED ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES:ANCHOR TYPES: of CIRCLED B OR C C OR A B OR C ANCHOR C OR A TE 4 REGARDING LOCATIONS ANCHORAGE SPACING REQUIREMENTS: ABLITYOFCIRCLED ANCHOR LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D I ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LIE PANELS, FOR MULTIPLE -PANEL PRODUCT REVISED INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS, as complying with the Florida Building Code NOA-No. 17.0504.03 2. ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. Expiration Data 03/24/2020 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL 8, WOOD/ALUM. SUBSTRATE) By Miam ad roduct Control HEAD AND SILL ......6' MAX. FROM FRAME CORNERS. JAMBS.....................1 V MAX. FROM FRAME CORNERS, 18.500- MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571- MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL: W MAX. FROM FRAME CORNERS IF PANEL WIDTH IS 15' OR GREATER AND AT 3'. WAND 9' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: 11' MAX FROM FRAME CORNERS AND 18.500" MAX O.0 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE) • • • • • • • • • • • • ���`� Y LYIV HEAD AND SILL: 6" MAX FROM FRAME CORNERS AND • • • • • • • • • :N A �N iGEN�!! AT 3', 6', 9- AND 12- MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LocAr ONS (%DST�A ¢F !� F CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-/4'. • • • • • • • • • • • _ * ;' No. 58705 JAMBS: 11' MAX FROM FRAME CORNERS AND 10.571' MAX O.0 D.I I tiiA P0,' it ymm 5 • • ANCHORAGE SPACING 1949%;lm • • • • outat7 REYlSID N07ES CLUSTER QI1AMtITY OBU CFA rm mom • ALUM. NC DOOR & SIDE LITES, NON -IMPACT oary ort mn•orrssar rsYaat ar• o.•yrr a,r A LYNN MILLER, P.E. FJC tY.lU91 aeea"a`�'",�aa`' F0�0 NTS 9 a 11 8000-12 F FLP.E1t58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. 114" MAX. SHIM () METAL SUBSTRATE t (�q]{ PER ANCHOR j REQUIREMENT EDGE DISTANCE "- 1/8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1/4" MAX. GROUT, SEE NOTE 31 ... . . ... •• . . .. .. •.• .. .. . . . . . . . . . . ... . . . . ... . . TAP_ ANCVPSTYPE• • • • • • • • GEMSEDMENT AND EDGE • • OPTONAL 1 1ANCE PER'SUBWRAlt, • • • So TABLE A, SHCel. • • 1/4" MAX. • • • (i GROUT SEE •• NOTic3 • as -• a ,-.... `•:.-r : ,�.. •• • • CONCRETE/CMU _` �'fEMBEBMEl1T • BtlC2l6TRIPER J h PER ANCHOR r i. d FRAMING, SEE REQUIREMENT _'; : NOTE 1 THIS SHEET EDGE DISTANCE - EDGE DISTANCE --- { TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1. OPTIONAL 1 W MAX. GROUT SEE NOTE 3 2W� EMBEDMENTO EMBEDMENT BUCKO— RAMNSEE EDGE DISTANCE --{ 1-"— TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EMBEDMENT 1X WOOD 2X WOOD BUCKSTRIP OR FRAMING, EDGE DISTANCE SEE NOTE 1, THIS SHEET BUCKSTRIP, SEE 1/8' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE NOTE 1, THIS CONCRETE/CMU SHEET. PER ANCHOR EDGE DISTANCE EDGE DISTANCE CONCRETE/CMU � REQUIREMENT 1/4" 1/4" y,. METAL SUBSTRATE MAX PER AN MAX 1/4' PER ANCHOR SHIM REQUIREMENT EMBEDMENT SHIM MAX EMBEDI REQUIREMENT 1 SHIM L h__.115,� I MAX h�fU1._� LUJ J LjjjL SHIM TYP. ANCHOR TYPE. TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) NOTES: 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2" THICK. 1 x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO E ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). SHALLEMBER E OF A SM S��pt1Y!LYly�y 2 AND A MIN. OF I1W THICK. THE ALUM. T HEMANCHOR TO ALUM: THE MATL SHALL BE A MIN. STRENGTH OF N IN AFULL TH DETAILS ON TH S EET FOR 2x WOOD BUCKS.63-T5 SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWENT PROM EFOR SHALL BE E A #12 WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WDOD SHOWN �ICEM • :, ON SHEET 10 MAY BE USED.1� 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) _= * ; No. 58705 - MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. _ oi.ocy�asm foIt PRODUCT REVISED the Florida vm ANCHORAGE DETAILS =�T'•. �,. •'•GRID^.. n` ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT as complying with Building Code 17-0504.03 f % i •'• \t'�� •• 'sSAONaL NOA-Mo. mrr �,,�„�,�, FD-650 V4 10 a 11 e...r 8000-12 Eaplration Date03/24/2020 � ° � �uroavnisa•na • A. LYNN MILLER, P.E. an..gc o.r: om tAiam}-D product control JR ON1N17 LYAWFIEO OFIAdLS, ADDED METAL BI�SiRITE F.K f1/JdW FL P.E.# 58705 TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EXTERIOR 1/4" MAX SHIM I (] fj METAL SUBSTRATE �N{ PERANCHOR REQUIREMENT EDGE DISTANCE 1/8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL (DIRECT TO METAL) EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND OPTIONAL EDGE DISTANCE PER SUBSTRATE, SEE B4 TABLE A SHEET 1. EXTERIOR EXTERIOR 2 1/4' MAX. 1D 1/4" MAX GROUT, GROUT, SEE NOTE 3,� SEE NOTE 3,- SHEET 11 SHEET 11 EMBEDMENT •. .,.•',=; . CONCRETE/CMU ; PERANCHOR EMBEDMENT REQUIREMENT TYP. ANCHOR TYPE, INTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EMBEDMENT )jqM ED»� DISTANCE METAL I SUBSTRATE PER ANCHOR REQUIREMENT 1/4" MAX SHIM �{ TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) TYPICAL DOOR SILL (DIRECT TO CONCRETE) 4 TYP. ANCHOR TYPE. INTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EMBEDMENT EDGE DISTANCE L CONCRETE/CMU PERANCHOR REQUIREMENT TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENTAND OPTIONAL DISTANCE PER SUBSTRATE, EDGE DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE, SEE t t34 f TABLE A, SHEET 1. Y EXTERIOR 0 1/4' MAX 0 GROUT, EE NOTE 3S5 EETtt jl o —'L1C WOOD T } C�—�---'2X WI -- BUCKSTRIP OR I I BUCKSTRIP OF FRAMING, SEE EMBEDMENT FRAMING,SEI NOTE_11SHEET 11. NOTE 1, SHEET 11 TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO WOOD) (DIRECT TO WOOD) TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EMBEDMENT •, II I CONCRETE/CMU I PER ANCHOR REQUIREMENT 4 INTERIOR t— EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, SHEET 11. 1/4' MAX SHIM 1/4" MAX. SHIM 1X WOOD BUCKSTRIP, SEE NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO CONCRETE) •• ••• • R 1X T • •• • • • • ••• • •. .•. .. . . . •. PRODUCT REVISED 1°^ r�'6wt°'O"` as Ca p1Y�9 with th• DM.da N. VENICE, A 34M •.11dla• code (wf/�ao-rero NOA-Ho. 17-0504.03 CERTOFAUM A292W Expiration Date,03/24/2020 I _a,°' *f*Je_ 000117 r-11 ;MYM. tRtNCH L40V 4•SIDE t • area • • 0• 1/4 1 •M1 • a CLAR/F'IED DETAN_$ ADDED METAL SUBSTRATE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. --� {— EMBEDMENT 1-- 1/4" MAX. SHIM TYPICAL DOOR & SIDE LITE JAMB (DIRECT 11 Ir ONY LYNH '�.. ` No.58705.1, if z T m, 'ES, NON -IMPACT 800042 ore eK a..• A. LYNN MILLER P.E. 1Ywx FL P.E.# 58705