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WS-19-1754Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: W"7- I9-1,754 ror -g '-y Permit Type: Windows/Shutters f--IT 1j ,i r cj" ►as ifrcation: liifit�ow/Door Replacement Permit Status: Approved Issue DaW 09/24/2019 1 Expiration: 03/23/2020 Location Address Parcel Number 425 NE 105TH ST, Miami Shores, FL 33138 1122310430010 Contacts ED H OLLIE 1R &W & MARCIA OLLIE Owner EDW MCCARTHY-ARCH BISHOP 9401 BISCAYNE BLVD, MIAMI, FL 331382970 Other: 3057597750 mpinder@srlschool.com AUTOMATED DOOR & CONSTRUCTION Contractor INCORPORATED CLIFFORD LLOYD 12131 SW 131, MIAMI, FL 33186 Business: 3053781488 automateddoors@aol.com Mobile: 3052134274 Description: INSTALL NEW DOORS (42) & (42) WINDOWS Valuation: $ 45,000.00 Inspection Requests: 9 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $27.00 DBPR Fee $14.10 DCA Fee $9.40 Education Surcharge $9.00 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $23.50 Windows/Shutters Fee $890.00 Total: $1,083.00 Payments Date Paid Amt Paid Total Fees $1,083.00 Credit Card 09/24/2019 $1,033.00 Credit Card 07/30/2019 $50.00 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 c ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating 96hstrujoi n ON zonNg. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner Applicant / Contractor / Agent Date September 24, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Cti'\XED Building Department JUL 0 20 9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY. INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No.� ❑ ROOFING PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: -i ZJ 1V E ' O 1F:� cS-� Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS M Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fees Simple Titleholder): I-1 fiCh 0 0 C e-SR- �SCYYt Gyn- Phone 3� S �53 1 Address:` S NE i o5+-L, 5� City: sln; 'rC-,S State: T" Zip: ) 3 Tenant/Lessee Name:: _ Email:l(YiD l -'Je'r � I , G, V" one#: CONTRACTOR: Company Name: "M4 CQ� Q% ul OjtS/ I"LLCit Phone#: Address: /.--)I 31 /.3l 4tA—L /y City: / �l10-in 11 State: Zip: 33J61�e, Qualifier Name: 011-'6or4f C • %Lll�l/ a' Phone#: 30,F-- Q13 YZ-rV State Certification or Registration #: CC C, 15� ab' 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ y S � � Square/Linear Footage of Work: 3 �T Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace. ❑ Demolition Description of Work: h5 i�tt&J Pc7c? r 5 las 40 1 of 421 ��iv\(�DcV Specify colorofcolor t,.fhru tile: Submittal Fee $ iJ� I �U Permit Fee $ q 4© CCF $ . 00 CO/CC $ Scanning Fee $ Radon Fee $ / • "t0 DBPR $ ) O D Notary $ � 3 Technology Fee $ 0 50 Training/Education Fee $ 1. 00 Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 10 33 • 00 (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. "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 NER or AGENT The foregoing instrument was acknowledged before me this day of 1�+,n,1� 20 � —, by W oil �I Q-ii[=�12 S-(�Pvho is personally known to me or who has produced identification and who did take an oath. NOTARY, PUBLIC: Sign: Print: Seal: 11�4 Notary Pu011C *W w' -- Kathleen M Bost My Commission GG 306614 Expires 04102/2023 Signature � 4 CONTRACTOR The foregoing instrument was acknowledged before me this 3ro day of JkA.,'P 20 / 4' by C// ryrgrd e cud - who is personally known to as me or who has produced identification and who did take an oath. NOT, Sig Notary Public • State of Florida Commission # GG 288261 My Comm. Expires Jan 24, 2023 M through National Notary Assn. as APPROVED BY G ` Plans Examiner Zoning 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 InsRection requirements for: Windows, Doors, Skylights lights 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: (�Jz� - L Qualifier/Owner Signature 611311q 011�C&P(te- Date Print Name M6AMf•U14D MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 SOARDIAND CODE ADMINISTRATION DIVISION T (780 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,¢ov/economy Genteel Doors Inc. 4950 Ackmore Street Ville Si. Laurent, Quebec, Canada H4T1K6 SCOPE This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used' in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product' or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. .... This product is approved as described herein, and has been designed to comply with the Florida $uildiri�fr ode, ...... . . including the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: Series "GenStorm" Glazed Outswing Steel Doors-LNU • • • • • • • • 000009 APPROVAL DOCUMENT: Drawing No. AD-09-003, titled "Genstorm Glazed Outswing•S* l Doo; Sy�tgn - • • • • LMP', sheet 1 through 8 of 8, dated 02-05-2009 and last revised on JAN 02, 2018, prepared 15�VICY Engfidtting, • % • • • Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Coh of Nevisiod Wmp with? • • • the Notice of Acceptance number and expiration date by the Miami -Dade County Product QV pl Section. • MISSILE IMPACT RATING: Large Missile Impact Resistant • • Limitations: 1. See Design Pressures & corresponding Hardware in sheet 6. Max. Exteri(t (pptitive) DP= +65, :go**: where water infiltration requirement is needed. • • • • • • • • . . 2. Max. glazing DLO (daylight opening) = 35" W X 35" H. • • • • 3. Lock Options # 1, 3 & 5 in sheet 6, require total two (2) flush bolts (top/bottom) on the corresponding panel. LABELING: Each unit shall bear one of the following permanent labels: Genteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 H14more Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". 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 negativeb, 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 #16-0407.11 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chnada, P.E. t NOA No. 18-0116.18 Expiration Date: July 14, 2021 Approval Date: March 06, 2018 Page 1 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. 1 Evidence submitted under previous files A. ]DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD-09-003, titled "Genstorm Glazed Outswing Steel Door System - LMP', sheet 1 through 8 of 8, dated 02-05-2009 and last revised on AUG 03, 2015, prepared by MCY Engineering, i Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #15-0526.05/#12-0223.33 /# 10-1203.01/#10-0121.02) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated �10/14/10, signed and sealed by Jorge A. Causo, P.E. "**Go" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 : .'. •"' "":' 2) Uniform Static Air Pressure Test, Loading per FBV .%tZS 202-*94 . ; 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 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 W 9.4 • • • • • • • • Along with marked -up drawings and installation diagram of Genstorm Opaquo,44azed and •; Louvered Single and Double Swinging Doors, prepared by Fenestration Tes;nj Laboratory; Inc., • ""' Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both's)'gned;ano.�sealed • • • •; by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) 6 0 % 0 • 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (#05-0127.11). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51 Edition), prepared by MCY Engineering, Inc., dated 05/15/15 and last revised on 08/03/15, signed and sealed by Yiping Wang, P.E. (submitted under files #15-0526.05). 2. Glazing complies w/ASTME-1300-98, 04 and -09. D. QUALITY ASSURANCE J. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile test report NO. FTL 6745 per ASTM A370-05 dated 12/01/11, issued by Fenestration Testing Lab, signed and sealed by Martin D. Brinson, P.E. (submitted under file # 10-0125.03). Lshdq 1. Chanda, P.E. Product Control Examiner NOA No.18-0116.18 Expiration Date: July 14, 2021 Approval Date: March 06, 2018 E-1 GenI teel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i F. STATEMENTS 11. Statement letter of conformance to FBC 2014 (51' Edition), dated 08/03/15, prepared by MCY i Engineering, Inc, signed and sealed by Yiping Wang, P.E. (submitted under files #15-0526.05) 2. Statement letter of Lab. Compliance, as a part of above test reports. G. OTHER 1. This NOA renews NOA #15-0526.05, expiing on 07/14/21. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 2. 'New Evidence submitted A. DRAWINGS .... 1. Drawing No. AD-09-003, titled "Genstorm Glazed Outswing Steel Door Cy ;tom - LU411j. sheet .i... 1 through 8 of 8, dated 02-05-2009 and last revised on JAN 02, 2018, prepaNd by MCA'•.: •. ...... .. Engineering, Inc., signed and sealed by Yiping Wang, P.E. ; ...... 0 0 0 9 0 • B. Nest •••• •• •• ••••• 1. None. ...... .... ..... .. .. .... ...... C. CALCULATIONS ...... None. .. ...... D. 'QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (R.ER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Giasslam for their "Glasslam Safety -Plus H Glass Interlayer", expiring on 08/07/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. F. STATEMENTS I. Statement letter of conformance to FBC 2017 (61b Edition), dated 01/02/18 , prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. E-mail statement letter dated 02/27/18 clarifying DWG changes, issued by MCY Engineering, Inc., signed by Yanet Pablos. G. OTHER 1. This NOA revises # 16-0407.11, expiring 07/14/21 { t LL, Ishaq I. Chnada, P.E. Product Control Examiner NOA No. 18-0116.18 Expiration Date: July 14, 2021 Approval Date: March 06, 2018 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 99 718" MAX. (FRAME WIDTH) • • 95 7/8" MAX. • • • • (DOOR OPENING) I 'I I� ./ ACTIVE HO PE III OANCHORS s 1, D E 2 • so c0 C) 52" TO BE USED WTTN 3000 PSI MIN. GROUT FILLED HEADIJA118 a `EXTRA ANCHORS FOR ANCHOR INTO WOOD ONLY 5k �Q O ACTIVE < ml 6" MAX. 1Z" TYPE F OR F7 SEE DETAL B• MAX. (X) 12" SEE DETAIL INTO CONC. ON SHEET 4 1 TYPE F OR F7 ON SHEET 4 SILL CORNERS MAX. (XX) AILL CORNERS Nr0 MAX. DOUBLE DOOR TYP. EXT. ELEVATION DESIGN LOAD SINGLE DOOR TYP. EXT. ELEVATION SEE DESIGN LOADS 1 i . . ?I 1=a / ui Nei N NJ EXTRA ANCHORS ANCHOR INTO FOR WOOD ONLY AT SHEET 6 OF 8 SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR (LMU - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • 2 X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING TO TRANSFER LOADS TO THE STRUCTURE, HIGH VELOCITY HURRICANE ZONE (HVHZ). -A LOAD DURATION FACTOR IN ALLOWABLE STRESS 13 USED - DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE - DOOR PANEL: MIN. 20 GA. (0.039") STEEL MIN. Fy • 42 KSI MIN_ Fu = 63 KSI MIN. IS OR IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO DOOR FRAME: MIN. 18 GA (0.048") STEEL MIN. Fy s 42 KSI MIN., Fu - 53 KSI MIN. BE APPLIED ENTIRE PERIMETER OF FRAME). - DOOR PANEL STAINLESS OPTION: 20 GA (0.039") STAINLESS STEEL -ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. DOOR PANEL MEETING MIN. Fy = 42 KSI, Fu--63 KSI MIN. OR BETTER MAY ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING QUALIFY HAVING 'MIL -CERTIFICATE" A9 A VERIFICATION OF OR STUCCO. THE AVAILABLE MIN. YIELD STRENGTH. -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS _DOOR FRAME STAINLESS OPTION: 18 GA. (0.048") STAINLESS STEEL ARE NOT PART OF THIS APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DOOR FRAME MEETING MIN Fy - 42 KSI. Fu-53 KSI MIN. OR BETTER MAY QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF THE AVAILABLE MIN. YIELD STRENGTH, NOTF& EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL WIRE ANCHOR LAYOUT TYPE G Neooucruvw D � +'YY at RNA& •' 1 is 1 go Proem comad JAN n n r;0 Z � � N cw��em�i 3I {Y C!I2 _LL u g m O n W ma co v l- PE 055963 i w• ...-...- IQd�659B9E7J * wrx st rws v-o ORIOP AD-09-00 sHEEr I OF 0 ! 3 i CONCRETE !�a w O W W LU LU LUN W W W fvJ t W z HEAD OPTION 1 A 2 O w p g x MIN. r TYPIC THRESHO g ED WATER(PBAO MATS) rezr SCREN MIN. r OPTIONAL T RESHOL gI PAYED FM WATER VilWMN (KWO aw) METAL W . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • APPROVED NT/CAU TO BPAS TO B�APPLIED ASNE •� 1 a CL vai 5 to 72 w x w u e 8 • s 10 �J ti5 20 U LU LU j o� C t �r f 'L (� 2 a J N HEAD OPTQSJI%) HEAD PT ON A AD OPTI A 4 H PTION 5 A pj Z E v W 0 v Z U TYPICAL W/ E�(EXISTING MASONRY ANCHOR) E�(EXISTING MASONRY ANCHOR)AJ��: TYPICAL ANCHORS 0 THRESHOLD: Z m o TYPE A. ,16" D�ULTRACONS BY'ELCO' F�155 KSI Fu = 177 KSI TYPE F• 1/4" OR 5116" DNA. UL�CQNS BY'ELCO' Fy = 155 KSI Fu = 777 KSI y) rah c�i (TYPE Al) DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fC=3000 PSI MIN. CONCRETE } Q C (TYPE A2) DIRECTLY INTO fc'=3000 PSI CONCRETE 1-1/Y MIN. EMBED 1-1/2" MIN. EMBED 2-Irr MIN. EDGE DISTANCE m 2-1/2" MIN. EDGE DISTANCE TYPE F1. 1/4" TAPCON BY ITW Fv = 80 KSI Fu = 120 KSI I � TYPES. 3/8" DW HLC SLEEVE ANCHOR BY'HILTI' DIRECTLY INTO fC-3000 PSI MIN. CONCRETE k (TYPE 61) DIRECTLY INTO fc'=3000 PSI CONCRETE, 3" MIN. EDGE DIST. 1-Irr MIN. EMBED f" (TYPE 62) DIRECTLY INTO fc'=2000 PSI CONCRETE BLOCK. 3.1/2" MIN. EDGE DIST. 2-1/2" MIN. EDGE DISTANCE 1-1/4" MIN. EMBED 1/4" H.S. GLASS •'dISS m v .09T GLASSLAM SAFETY 3I78" H.S. GLASS O W PLUS It INTERLAYER NTH FLAP .OW KURARAY BUTACITE PVB 8 O V m TYPE C. 3/6" DIA SLEEVE ANCHOR ¢Y VVEJ-IT 23 23 DIRECTLY INTO fe-4000 PSI CONCRETE, 2-38' MIN. EMBED W DOW CORNING 995 SILICONE DOW CORNING 995 SILICONE 'n DIRECTLY INTO fc'=20W PSI CONCRETE BLOCK 1-114" MIN. EMBED 22 22 1 to Q 2-3/8" MIN. EDGE DISTANCE TYPE D. 3/8' DNA. POWER BOLT BY 'POWERS' u Z A� DIRECTLY INTO fd=3000 PSI CONCRETE m O {Y 2-1/2" MIN. EMBED i a IXTERIOR EXTERIOR SS ' ..nn 3" MIN. EDGE DISTANCE 1c3 21� 21 N Yr o TYPE E. 5//8' DW SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8- MIN. THICK) 5/8' MIN. EDGE DISTANCE STEEL: Fy=38 KSI MIN. ALUMINUM: 8083-T6 MIN. 19 20 T/1C1 ' GLASS DETAIL 19 20 9116' AI FAIN GLAZING OPTIONS ,W,/n� i Y W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) G. WIRE ANCHOR (Fv�0 K61 MW. tc LONG TYPE I 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOCKAMWr•cCe•vN• •RODUCFRPVIM � oeoyba-I* ft R.A4 I / `\ �"'1'i ` PE p C867867j. * �" " No is wn Ivl-m-xaa SEALANT:� =+�Y•lil•O+e ' «. °1t1�p1p "0. AD-09-00 ALL FRAME JOINTS AND CORNERS TO BE SEALED 14 SI. -C WITH SILICONE AT PERIMETER��' ' �i �C•'"F(ORWOP"" NAIL WAMI DADE COUNTY ��' S1TEE7 2 OP e . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 8 ie" \ \ • • • • CONCRETE BLOOK • • • • • \ / \ \ \ \\ • • • • • IVES SB 453 SURFACE MOUNT FLUSH BOLT LOCK OPTION (SEE SHEET 6) \ J' \ \ 0 \ `\ \ \ \ \ • • i I @ • • 15 \ \\ \ /y • p• • C/ INACTIVE ACTIVE \ y ' _ , e • 3e' 4• 3i1 GROUT FILLED 1/4" MAX. 16 SHIM SPACE 3 1 tl 7/18" OR 8/16" '1- EXTERIOR 06 x 1/2" SMS LAMINATED GLASS WIRE ANCHOR 12 " O.C. (SEE ELEVATION OPENING WIDTH r, 7a• FOR SPACING) (SEE SHEET 1) (4) }" -20 x }" MS Or #14 x1" SMS STRIKE PLATE WITH (2) #12 SMS " yJ' x 2-j" SLEEVE ANCHOR EMBEDED 14- INTO CONCRETE a A Ql?• HC822 REMOVABLE MULLION W/REINFORCEMENT SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) ! 114" MAX. SHIM SPACE LOCK OPTION # 1 SERIES 8200 SARGENT MORTISE LOCK W/ SURFACE BOLTS (INACTIVE) © LOCK OPTION OD :MA ANCHOR INAC T EA. ANCHOR EXTERIOR LAMINATED GLASS LOCK OPTION # 2 PRECISION HC2100 RIM PANIC EXIT W/ HC822 REINFORCE MULLION •noDUCf YEV1684 e& A-q-a• N0 --Tow, l I fe 22 PEMKO 376 ASTRAGAL W/ SPONGE I c NEOPRENE NOT REQUIRED, IF WATER k INFILTRATION NOT NEEDED, 16 AD-09-0031 9HEE'r 3 OF B . 4 I A 3 1 DOOR JAMB/FRAM III II ail II ail II ' 18 GA STEEL III 44' LG ANGLE I� *" DIA. ULTRACONS (1-}" EMBED) ? 1� BOTTOM CORNER ANCHOR DETAIL . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . 000 . . . . ... O • • • • • • • • • (2) IVES SB 453 "PRECISION" HC 2300 u� • • • • 1'REO*SION•HM800 CVR INA&IVE LOCK OPTION SURFACE MOUNT MORTISE PANIC EXIT 2 •� • • • • 5 o o00 0o (SEE SHEET 6) FLUSH BOLT (TOP ACTIVE wc� &BOTT.) m SEE SHEET 2 FOR o • • • o i TYPICAL ANCHOR • • • • • • • • • (SEE ELEVATION • • o •, FOR SPACING • o SEE SHEET 1) • o o •' • • 7/16" OR 9/16" 5 4 4 o u SHIM SPACE EXTERIOR LAMINATED GLASS #6 x 112" SMS _� U) 12"O.C✓�l �� w LOCK OPTION # 3 U nI r "PRECISION" HC 2800 PANIC DEVICE W/CONCEALED VERTICAL ROD(INACTIVE) / "PRECISION" Z y j HC2300 MORTISE PANIC EXIT(ACTIVE) W/ (2) SURFACE FLUSH BOLTS © O % Za jy c 000 8 EMA ANCHOR LOCK OPTION SURFACE ACTIVE 0 AT EA. ANCHOR (SEE SHEET 6) -I VERTAL ROD INACTIVE W a �, m SEE SHEET 2 FOR zo O 5 CVR 1 Z o TYPICAL ANCHOR Tc tl 0 Be. E (SEE ELEVATION Z $ FOR SPACING tt O W e SEE SHEET 1) a E y �w 1 o m� SHIM Y SEE SHEET 2 FOR z V O z TYPICAL ANCHOR OU m OU O (SEE ELEVATION " FOR SPACING � SEE SHEET 1) it �. �aN;�, — 22 PEMKO 375 ASTRAGAL W1 SPONGE NEOPRENE NOT REQUIRED, IF WATER INFILTRATION NOT NEEDED, CONCEALED VERTICAL ROD 4 wimcraram y'g EXTERIOR #6 x 1/2" SMS � rgoNgiat+ii sre WooY� IFS F a LOCK OPTION # 4 12" O.C. — AicgWteNo 1 - t R.>pirotloo °ie--v Z L "PRECISION" HC 2800 PANIC DEVICE W/CONCEALED VERTICAL ROD/ Q "PRECISION" HC2200 PANIC DEVICE W/ SURFACE VERTICAL ROD a © O SURFACE LOCK OPTION 1 FBI d AA ANCHOR ACTIVE VERTICAL (SEE SHEET 6) EA. ANCHOR ROD � 1 INACTIVE 3 iY 15 1/4" MAX. SHIM SPACE � EXTERIOR #8 x 1/2" SMS 7/16" OR 9/16" 12" O.C. LAMINATED GLASS LOCK OPTION # 5 "PRECISION" HC22DO PANIC DEVICE Wl SURFACE VERTICAL ROD (ACTIVE) / "IVES" SB453 SURFACE BOLTS(INACTIVE) m IVES SB 453 SURFACE ~ MOUNT FLUSH BOLT o N As q � m �v Ja h� w o�i d 0 7116" OR 9/16' 0Is e r nu.ac Ho AD-09-00 4 ff a i I I I I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SHEET 2 FOR . . . . . . . . . . . • • • O • • • • • • O S $l' SEE r TYPICAL ANCHOR W w PRECISION • • • • VCRJf)l1PRIM LOCK OPTION HC B EMA ANCHOR ACTIVE INACTIVE m Y (SEE ELEVATION c) 9847 (CVR) (SEE SHEET 6) VR) AT EA. ANCHOR (CVR) a eI FOR SPACING O jg O Q 5 SEE SHEET 1) • • • • • • MIN. • • • • • • • • 15 FM EDME • • • U ` tU , • • m i �m SHIM SPACE o 3 7/16 OR 9/16' '• CONCEALED EXTERIOR LAMINATED GLASS #6 x 1/2" SMSf� VERTICAL ROD 7/16" OR 9/16" ch i n 12" 0.0.� LAMINATED GLASS LOCK OPTION # B = N C G "VON DUPRIN" 9847 PANIC DEVICE W/CONCEALED VERTICAL ROD/ '7 O O 2 a SEE SHEET 2 FOR 8 EMA ANCHOR "VON DUPRIN" 9875 PANIC DEVICE W Z TYPICAL ANCHOR X YU ox �AT EA. ANCHOR LOCK OPTION W 0 a (SEE ELEVATION O 2 (SEE SHEET 6) 0 m FOR SPACING O m p SEE SHEET 54: 5 Z? aE o +- MIN. it 1/4" MAXa 3 4 1 I EXTERIOR �p r SHIM SPACE 7l16" OR 9/16" f Y � a C_ A LAMINATED GLASS OPENING WIDTH ggX .- 4 Q (SEE SHEET 1) S V SS ® c w v MAX. FRAME WIDTH (SEE SHEET 1) 1 1 Z SINGLE LEAF LOCK OPTION N 7' "VON OULCt 3. DUPRIN" 9875 MORTISE PANIC EXIT DEVICE) awq YI © O wSEE SHEET 2 FOR W EZMz- NTYPICAL f ANCHOR 8 EMAANCHOR LOCK OPTION 4 0 (SEE ELEVATION U AT EA. ANCHOR (SEE SHEET6) 0 FOR SPACIN O -I m O 5 5 � y = w SEE SHEET 1) w w . y MIN.o I JAN 0 � ts• E3 EM EN 1 3 EXTERIOR No 55983 t t " s� SHIM SPACE OR 9/16" • mmz wa " 22 PEMKO 375 ASTRAGAL W/ SPONGE LAMINATED GLASS NEOPRENE NOT REQUIRED, IF WATER SINGLE LEAF LOCK OPTION # 8 "VON PANIC 0 ,, i�/lc�gS' �ORIt� AD-09-00 SHELT 5 OP B INFILTRATION NOT NEEDED, DUPRIN" 9875 DEVICE �`` MLWI DADE COUNTY . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •.. . . . ... . . . . .. . LflCllOPTIONS V MS Coll, AOPRL 0 51NNGL-TpN5 FOPE DOORS OOR5 OPTION 1 ap1:tON 2 (PRECISION RIM EXIT W. MULLION) ACTIVE LEAF: ACTI F: "SARGENT" $200 SURFACE MOUNT MORTISE LOCK WITH • •Pfl�Cl i HC2100 RIM EXIT PANIC DEVICE. SURFACE HANDLE. WITH SURFACE MOUNT METALLIC DEAD -BOLT. • UNT j C1iTED 41-3/4" FROM BOTTOM WITH BY (4) 10-20 x LOCATED 38" FROM BOTTOM WITH (2) B-32 x k FH MS • ! • 4i1/4" ON CIS 00000 INACTIVE LEAF: INACTIVE LEAF: � ESIGN �o� 6.3/4" LONG 18 GA STRIKE BOX TO BE FASTENED BY (2)# 12-24 DF�SION�LOAD ,gip "PRECISIOW HC2100 RIM EXIT MECHANISM. SURFACE MOUNT SCREWS +e5PSF TWO POINT LOCK SYSTEM WITH PANIC DEVICE LOCATED .e0so0.0 PPSF SF "IVES" .0 SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH .e5,0PSF 41-3/4" FROM BOTTOM NTH BY (4) 1/4-20 x 1" FH MS 80LT AT TOP AND BOTTOM. WITH (4) 1/4-20 x1-3/8" FH MS 09 SURFACE MOUNT METALLIC STRIKE PLATE AT FRAME HEAD TO BE FASTENED WITH (2) #10 x 1-1/4" FH SMS OPTION 3 ACTIVE LEAF: / "PRECI 1 HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 10 x 1.1/4" FH SMS .ucmrt MULLION: HC822 PRECISION HARDWARE REMOVABLE WITH (4) k 20 x " MS OR #14 x i" SMS AT TOP. t x 2a" SLEEVE ANCHOR EMBEDDED 1- j- INTO CONCRETE AT BOTTOM. OPTION 4 ACTIVE LEAF: "PRECISION" HC28W CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH PRECISION PANIC DEVICE V61TH (4) 10-24 x 1-114". LOCATED 39.1/2" FROM BOTTOM INACTIVE LEAF. INACTIVE LEAF: "PRECISION" HC28W CONCEALED VERTICAL ROD. SURFACE "PRECISION" HC2200 SURFACE VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH "PRECISION" PANIC OESIGN — .w�-ar.ow.wkt MOUNT TWO POINT LOCK SYSTEM WITH PRECISION PANIC DEVICE LOCATED 40" FROM BOTTOM WITH (4) 10-24 x 1.1/4" +85.0 PSF DEVICE WITH (4) 10-24 x 1.1/4" ON MS. LOCATED 39.12" FROM ON MS 45.0 PSF BOTTOM (2)-SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2) 1/4-20 FH MS OPTION 5 ACTIVE LEAF: "PRECISION" HC2200 SURFACE VERTICAL ROD. (4) 10-24 x 1-1/4" OH MS. LOCATED 39.3/4" FROM BOTTOM INACTIVE LEAF: "IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (4) 12 x 1-1/4" FH MS OPTION 7 a� —migllls�" re5.0 PSF SINGLE PANEL DOOR ONLY: L a5.0 PSF "VON DUPRIN" 9875 MORTISE PANIC EXIT WITH (2) 8-32 x 3/8" FH MS. LOCATED 39-3/4" FROM BOTTOM OPTION 6 UP ACTIVE LEAF: 'VON DUPRIN" 9847 CONC DEVICE WITH (2) B-32 x 3/8 BOTTOM .«c. INACTIVE LEAF: EALED VERTICAL ROD WITH PANIC "FH MS. LOCATED 39-3/4" FROM "PRECISION" HC28M CONCEALED VERTICAL ROD. SURFACE DEGNLOOAD MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE WITH was sic (4) 10-24 x 1.1/4". LOCATED 39-1/2" FROM BOTTOM r80.0 PSF -80.0 PSF HINGES: STEEL MORTISE HINGES 3 PER LEAF. LOCATED AT 9-" MAX. FROM TOP OF DOOR TO CENTER LINE OF 1ST HINGE. BALANCE TO BE SPACED OUT NOT TO EXCEED 37-15116" MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY #12-24 x }" FLATHEAD MACHINE SCREWS. MtODUC C REVANO e" » ae Waii bofts Aerglam N. tl •(Y 4 N� DOOR EDGE CONSTRUCTION PE 0.m 0 AD-09—OC SHEET 6 OF e O Sw 2 2n N h 18 GA DOOR FRAME JAMB AND HEAD O 5" 3%" 1%1. \\,, THRESHOLD . . ... . . . ... . . ... . . . . .. . • • • • • • •• • • • • • • • 1B (li. EMA �91�6 • • • f • • • ANCH•R • • • • • • • 00 3 " 12 GA REINFORCEMENT PLATE PRECISION HC822 STEEL FA3010 MULLION EXIVING MASONRY ANCHOR "CnM 1 • ® O o p�j i? KING FA1040 FLOOR ANCHOR 'jl OI O� ® ill o a 1 © III (.PERMS (9 PER .134" THICK STEEL HINGE HR2000 DUST Box 19 �wm,w�a. aoR swE r.r.r A3030 IASONRY WIRE ANCHOR FY-W0 REMFO CEME + STEEL BAR INSERT 3/e" 1�Bw r +r FR1200 OPTIONAL THRESHOLD FRAME REINFORCEMENT 10 GA MDRnSE LOCK EDGE r r N REINFORCEM T P E DRILLED AND TAPPED FOR nza4 SCREW HR1030 I D 1700 f0 W HINGE REINFORCEMENT MORTISE LOCK EDGE REINFORCEMENT 11 �Bw iT THERMAL LITE KT (20 GA) -Yp �7�Sn GLAZING BEAD (20 GA) 41p 18 GAUGE REINFORCEMENT M� m V B• FR1100 ASA STRIKE BOX REINFORCEMENT tEViND rilk'4 Now DRILLED �I,4 N n 2 2? 13 still/w- �, C�A,N,_28677 • ���' 55'i�'7'b1`� ,fZt�. Yb`Jda `t sn . r� NN Y K)ro U 2 6 N WW Z f Z 0 U tz W o< m� A 8®Inr N Z -LL 3 d h n, O W JJy W do V) �E ila :r LD ON- I AD-09-00 Al C, ��� SHEET 7 OP 6 MIAMEMIAMI-DADS COUNTY MAWAUM 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.gov/economy Gensteel Doors Inc. 4950 Hickmore Street Ville St. Laurent, Quebec, Canada H4T1K6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdi jqn. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Corinty Pr64vct Control .... Section that this product or material fails to meet the requirements of the applicabiebuUng code. • • This product is approved as described herein, and has been designed to comply wait •tke Florida $uildirtg • •' • Code, including the High Velocity Hurricane Zone. • • • • • • :....: DESCRIPTION: Series "GenStorm" Steel Storefront System — L.M.I. • • ' ' • .... .. .. ..... APPROVAL DOCUMENT: Drawing No. AD14-01, titled "GenStorm Steel Store"fjystegr A1*, YII & •' • �SMI", sheets 1 through 8 of 8, dated 09/18/14, with revision #1 dated 03/29/18, prepilyddby MC4"' • • Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade Ni4ty ProdAContrgh .„. Revision stamp with the Notice of Acceptance number and expiration date by the 4ami;Dade jaQnty Product Control Section. '..' : .. • MISSILE IMPACT RATING: Large and Small Missile impact Resistant "" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 'Model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement -of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure ito 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# 14-0602.07 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 Manuel: Perez, P.E. APPR4YED NOA No. 18-0116.15 Expiration Date: October 02, 2019 Approval Date: May 03, 2018 Page 1 Gensteel Doors 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# 14-1602.07) 2. Drawing No AD14-01, titled "GenStorm Steel Storefront System — LMI & SMI", sheets 1 through 8 of 8, dated 09/18/14, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1 TAS 202-94 ..... • • • • • • along with marked -up drawings and installation diagram of a sieef storefratr gyStem t with outswing steel double doors, prepared by Fenestration TeAiAiTaboratory,•Inc., ; •; Test Report No. FTL-7224, dated 12/17/13, signed and sealed 1;.14V rlin D. Brinson,: P.E..... ...... ..... ...... .... ..... C. CALCULATIONS •• •• ••�• •�•�•• 1. Anchor verification calculations and structural analysis, complain,& with FBC V • • • • : • Edition (2014), dated 05/26/14 and 09/15/14, prepared by MCY Ep&eering,Inc., ;....; signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety -Plus II Glass Interlayer" dated 10/03/13, expiring on 08/07/18. 3. Notice of Acceptance No. 13-0717.01 issued to Sabic Innovative Plastics for their "Lezan® Polycarbonate Sheet Products", dated 11/28/13, expiring on 07/17/1S. Manuel PeV6 IE. Product Control E am' er NOA No. 18- 6.15 Expiration Date: October 02, 2019 Approval Date: May 03, 2018 E-1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t' Edition (2014), dated September 15, 2014, issued by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated March 10, 2014, issued by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 3. Distributor Agreement between Genteel Doors, Inc., Quebec Canada and North American Door Corp., Plattsburgh, New York, dated May 15, 2014, signed by Bruno Gervasi and Antonio Gervasi, respectively. 4. Proposal No. 12-0796 issued by the Product Control Section, dated July 10, 2012, signed by Manuel Perez, P.E. G. OTHERS 1. None. . . .... ...... .... .... ..... ...... .... ..... .... .... ...... . . . . ...... Manuil-PerezME. Product Control E m' er NOA No. 18- 6.15 Expiration Date: October 02, 2019 Approval Date: May 03, 2018 E-2 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No AD14-01, titled "GenStorm Steel Storefront System — LMI & SMI", sheets 1 through 8 of 8, dated 09/18/14, with revision #1 dated 03/29/18, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) .... . . •.•• •....• E. MATERIAL CERTIFICATIONS • • 0004, 00 1. Notice of Acceptance No.16-1117.01 issued to Kuraray Amelritx:Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayerj,.dated 01/19il7, expiring on 07/08/19. • .... .... ..... 2. Notice of Acceptance No. 16-0208.12 issued to Polymer ExtrdSodd TechublW, Inc." dba Glasslam for their "Glasslam Safety -Pius H Glass Interia""e "dated b;7.,16/16, expiring on 08/07/18. . . . . ...... 3. Notice of Acceptance No. 15-0915.08 issued to Sabic Innovatr•ve Pstic, *JS, LLC for their "LEXAN® Polycarbonate Sheet Products" dated 12/10/15, explriu*0on ' 07/17/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated January 2, 2018, issued by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0602.07, issued to Genteel Doors Inc., for their Series "GenStorm" Steel Storefront System - L.M.I., approved on 10/02/14 and expiring on 10/02/19. Man P ez, .E. Product Contro Exa finer NOA No. VWf16.15 Expiration Date: October 02, 2019 Approval Date: May 03, 2018 E-3 �om U f I ��� aDOO (� ANCHOR TYPE A f-=--K MAX.MULLION SPACING (Vh-OPTION REGUIRED WHEN W>64 HEAD & SILL SEE CHART A SHEET 4 _ _TYPICAL ELEVATION — '- ANCHORS AMULLION SE CHA ON HEET 5 GENSTEEL STEEL STORE FRONT SYSTEM INSTRUCTIONS: - THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-OADE COUNTY APPROVED USE CHARTS AS FOLLOWS ENTRANCE DOORS BY'GENSTEEL DOORS INC: STEP 1 DETERMINE DESIGN WINO LOAD REQUIREMENTS BASED CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. ON WIND VELOCIT-, BLDG. HEIGHT. WIND ZONE - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USING ASCE 7.10 ALLOWABLE LOAD. . . ... . . . ... .... . ...... . . . . . . . . . . . . . ... . . . . .. . . ... ... . . . . . . . . . .. . . 10, • HO A TYPI AL MULLION • • • • • • • • • • • • • • OR FREE STANDING JAMB ENDS SEE CHART 1 BELOW ANCHORS AT DOOR JAMB MULLION D.L.O. D.L.C. D.L.O. SEE CHART ON SHEET 5 'PE A HEAD SILL SEE SHEET 3 SEE SHEET 3 i SEE SHEET 3 WHEN W>54 3�T I • • r • • • • • • r _ 37 B" J • • • •, 0e W g w WIn ui p i CDO6 n 07 I / W 07 / ENTRAIICE'DOOR i U' O J REFER TO w ru w CLLi SEPARATE I NIA FOR rX GENSTEEL 'DESIGN �_ -i w co z LOAD AND DETAILS. GOc 03 I1 Q CHART 1 ANCHOR @ END OF MULLION TOTAL NUMBER OF ANCHORS MULLION TYPEIANCNOR TYPE A Al B 81 G UiRE INFORCED WLLION I5 3 9 3 2 REINFORCED .LION 6 4 1 4 4 FREE-S ANDIN6 JAMB 3 2 2 2 2 REQUIREMENTS OF THE BTH EDITION OF FLORIDA BUILDING CODE 2017 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). STEP 2 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4. STOREFRONT SYSTEM IS RATED FOR LARGE & SIM�� - ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON ELEVATION & DETAILS. USE CHARTS ON ; 4EET 5 TO DETERMINE THE ALLOWABLE MISSILE IMPACT. SHUTTERS ARE NOT REQWgOt I l i f / ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING LOADS ON DOOR JAMB MULLION. \ C A . OR STUCCO, STEP 3 SEE CHARTS ON SHEETS 3 FOR DESIGN LOAD CAPACITY OF \� nPx{0'LVAIJ(F Po'.E -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS DESIRED GLASS SIZE AND GLASS TYPE. PRODUCT REVISED p-, FLosuA RccJ5gs731RA�i�r+ ARE NOT PART OF THIS APPROVAL. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND cu dying with the Florida ,• cw.N? �BTN83 - MATERIALS INCLUDING BUT NOT LIMITED TO STEELIMETAL SCREWS. THAT 3 SHALL APPLY TO ENTIRE SYSTEM. Building Code k ; COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET STEP 5 ANCHOR TYPES SEE SHEET 6 FOR DETAILS. NUMBER OF ANCHORSmp IV-clili THE REQUIREMENTS OF 6TH EDITION OF FLORIDA BLDG. CODE 2017 REQUIRED SEE CHART ON SHEET I & SHEET 5. DW SECTION AS APPLICABLE. • ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 BY Pict SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. Dade WOOD BUCKS MUST BE PROPERLY ATTACHED TO SUBSTRATE TO TRANSMIT W1ND LOADS TO THE STRUCTURE. NMI BADE COUNTY t 'AD14-01 'MAR 2 p 2018,A i of B 1 I I oz 1 I F I I 1 I I I I 07 � ,' I I i Q3 I I . ... . . . ... . . .. . . . . . . . . . ... . . . . ... • . . • . . .. . • • • • • • • • • • • • 1 i I Ot 1 t j I I I I o2 I ® 1 F—, .I I i I I I I IEkTRANCE� I I 03 l DOOR 7I I %FER I I ( OB I I S PARATE I �A— th L Wl Wz - -- wi wz A + � WIDTH (W) _ ELEVATIONS FOR MULLION WIDTH (W) = w (WITH STEEL REINFORCEMENT) 07 Ot � 05 I I I I ENTRAN�EI Do t RREEFER TOI �/ PARA TJ J 1 I I 0t oe ! I I _ I ENTRAN$ I OB / DOOR \ I I REF fK TO I S ARATE I L- — \ ( L! NOA I s c wl A w2 A 'p i Z_ > 0 <� o = WIDTH (W) _� s I F\ 05 fi I ENTi l OS 07 / / 03 /E DOOR I REFO TO I { 03 05 L ,YOB T :J / W1 A Wz I 1 I !. W1 ( w2 Wt WL rE WIDTH (W) _ + WIDTH (W) = wim WIDTH (W) _ ELEVATIONS FOR MULLION (WITHOUT STEEL REINFORCEMENT) n 2 o r u z� a �yJs F nd UY 7 O L PRODUCT REVISED L ns ro,nyty.ng with the F10619 Building CodeAmVt� NO f Ix1y M! �' y A�e'� nYW {' L fix . 'ou DIM FW- G h MAMI DARE. COUNTY Z e m CAN. 28677 � c� Na 5=4E3 ee.rx =t.a. „j : '/jam, nol¢T ■cr M-m. OF i AD14-01 ► AR � � 2nf4 z of e i MULLION/JAMS LOAD CAPACITY - PSF MULLION/JAMS LOAD NOMINAL DIMS. STFAND NG UNREINF. REINF. NOMINAL DIMS. STAND81! MlF-LION Ml.IIION WIDTH FRAME 6 M.(-) WIDTH FRAME 72 78 84 90 2.000 I m N �j JAMB Ix = 3.8211 in^4 Sx = 1.2911 inA3 96 98 102 [Go 114 120 UNREINF. MULLION Ix =3.DOI inA4 Sx - 1.0636 inA3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . ... ... . . . REIN. • / • • MULLIOr • see • • ST ST 14Z REINFORCEN •i ___ S LU' U. L Wu w, W1 W2 W7 W1 W2 v �o j.9 I� WIDTH(W)=fflim WIDTH(W)=W1 WIDTH(W)=T+lf Z � N U Q � O W Z E TYPICAL ANCHORS: SEE ELEV. FOR SPACING $N� = O eD 7YPE'A': 1q' TAPCON BY 1TW (Fu=120 K51, Fy=192 KSI) TEE C. 114' BMS OR SELF DRILLING SCREWS (Fm92 KSI, Fy=120 KSI) Q i/4"U�TRACON BY'ELCO' (Fu-120 KSI, Fy-192 KSI) iNTC METAL STRUCTURES r 2 >n INTO 2BY WOOD BUCKS OR WOOD STRUCTURES STEEL : 1/8" THK. (12 GA.) MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6053-T5 MIN.) W 1-1/2" MIN. EMBED INTO WOOD TVPE'At': ilP TAPCON By ITW (Fu=120 KSI, Fy=192 KSI) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED N� VF'ULTRACONBY'ELCO' (Fu=120 KSI, Fy=192 KSI) TYPICAL EDGE DISTANCE DIRECTLY INTO CONCRETE OR MASONRY INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. h ma 1-1/4" MIN. EMBEDMENT INTO WOOD STRUCTURE 1 1/4" MIN. TYPE'B''. 5/18'TAPCON BY'ITW (Fu=120 KSI, Fy-192 KSI) JAMB KSI CONC HOLLOW/FILLED BLOCK 5/16-ULTRACONBY'ELCO'(F-120 KSI, Fy=192 KSI) JAMS 3 KSI CONCRETE AT HEAD, SILL OR JAMB ic'=3 KSI o INTO 28Y W000 BUCKS OR W000 STRUCTURES b 1-1/2" MIN. EMBED INTO WOOD SRATANTS' nru ? i TYPE'B1': 6/lr TAPCON BYTTW (Fu-120 KSL Fy=192 KSI) �7U�7U�° o 511V ULTRACON BY'ELCO•(F-120 KSI, Fy=192 KSI) ALL FRAME CORNERS AND MULUON SEAMS SEALED WITH SILICONE. N O DIRECTLY INTO CONCRETE (3 KSI MIN) OR MASONRY yy N h � ci n 1-1/4" MIN. EMBEDMENT x W 9 Aj 1.625i625 ul1-0 �^ EL Y TS N z 8 REINF. MULLION W/ ST-1 & ST-2 Ix = 7.508 inA4 Sx - 2.5953 inA3 PIPING WANG, P.E. :OCUCT Rc.YLScD FLORIDA REGISTRATION PE %559B3 a�Y�Will, d*FNnida ildmg d ,D •..` 4. C.A.N. 28677 ,V m T AD14-01 'o a .•'< �N I • • SG�� \ 4 OF B / lililll . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . . ... ... . . . . . . . . . . . . . . EXTERIOR GLAZED OPTION INTERIOR GL.AZkC;OE'TION • • % • % • : • 114" H.S. GLASS 114"H.S. GLASS DOW 995 0.090E SAFETY PLUS II BY 0.090" SAFETY PLUS SILICONE-1 GLASSLAM SILICONE11 l V 'LA SII�t • • • • . • . • 1/4" H.S. GLASS y4 S. •• • • • • • SCREWS,I• /-DOW 995 SILICONE SDOW�PY' • • • • • • • • AT 1T D.� ra leVol TO. • • ••• •• MI5 1 A$ TYPE'A' J §Ic'0 9/16" LAMINATED GLASS 9/16" LAMINATED GLASS 3/16" H.S. GLASS 3116" H.S. GLASS DOW 995 0.090E SAFETY PLUS II BY DOW gg5 0.090SE US SILICONE GLASSIAM SILICONE 11 BY 3116E H.S. GLASS LAM 3116" H.5. GLASS DOW 995 SILICONE Y6 X RE PS i DOW 995 SILICONE j SCREWS i16X 1"PH SCREWS AT 12E O.C. TYP. AT 1aml g 7�} GLASS TYPE'B' GLASS TYPE'B' �I 7116" LAMINATED GLASS 7116' LAMINATED GLASS �IO 1/4" H.S. GLASS 1/4" H.S. GLASS DOW 995 0.090E TROSIFOL PVB BY DOW 995 0.090E TROSIFOL PVS BR SILICONE KURARAY AMERICA INC. SILICONE URARAY AMERICA INC 114' H.S. GLASS 114" H.S. GLASS •6 X 1" PH DOW 995 SILICONE SCREWS ,,,II///1 i 995 SILICONE I r; #6 X I'PH SCREWS AT AT 12" 12"O.C. TYP. � aw m Zlm § /16" LA^,S PEAS GLASS TYPE AS C9 9/i6" LAMINA D GLASS 9116' LAMINATED GLASS DOW 995 DOW 995 316E LEXAN SILICONE 318' LEXAN POLYCARBONATE SILICONE POLYCARSONATE #6 Xti-�Ar 995 SILICONE � DOW 995 SILICONE SCm �#6 X 1"PH SCREWS AT AT ti 12' O.C. TVP. I GLASS TYPE 'IL I GLASS TYPED' 318" LEXAN POLYCARBONATE 318" LEXAN POLYCARSONATE D.L.O. D.L.O. DLO WIDTH I WIDTH 1MDTH W u ,m o .c N SN a0 U o� =N nn U �= d6 2I S ] WN W 2 'L E c L01 O _gym � v m7( NY J � O C� Ov V v N 00 ODUCTREVISED eYmplyi�with the Floidc wW ¢ j i.: Ln E Dade t j SZ uwui lbbLk1Y/,. z I e OE /S5983 •C.A.N.p,z k ; 77 • `'5983 etas' a.mm NOTE: f.c. GLASS CAPACITIES ON THIS SHEET ARE BASED ON AS1M E1300 (3 SEC. GUSTS) - VALUES SHOWN ABOVE ARE MAXIMUM DAYLITE ..r 7�LD14-Ol OPENING DIMENSIONS. FOR GLASS. CONSULT WITH CHARTS AT SHEET 4 FOR MULLION CAPACITY. " \ 3 OF 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . ... ... . . . . . . . . . .. . . DOOR JAMB MULLION LOAD CAPACITY - PSF DOOR JAMB MULLION LOAD CAPACITY - PSF• DOOR JAMB VULjON=Oj; ACITY'6PSF NOMINAL DIMS. LOADS -PSF NDMIML DIMS. LOADS -PSF• • NMKe DIMS ITCED? •P FRAME HEIGHT N DOOR HEW('W2) N WIDTH N wm (0)HEIM N 'HEIGHTN FRAME DOOR HEIGHT N WIDTH 612) N WIDTH Mt) IN E%T.(�) FRAME HEIGHT N DOOR HEIGHT N WIDTH Mt) N WIDTHE%T.(�) (h) N E1R.N) 18 70 18 70 • • 1 oil 180 • 700 72 24 70 72 24 70 0• • • • • • • • • • 72 • 24 30 70 30 70 01, 30, 70 36 70 36 70 • • • • • • • 56• 70 18 1 18 70 • • • 1 108 84 64 24 70 108 90 84 24 70 108 96 84 4 70 30 70 50 70 31 70 36 1 70 36 70 36 70 18 70 18 70 111 70 96 24 70 96 24 70 96 24 70 30 70 30 70 30 70 3 6 36 68 36 67 18 70 IB 70 I8 70 72 4 7 72 24 70 12 24 70 30 70 30 70 30 70 36 70 36 70 36 70 18 70 18 70 18 70 114 84 84 24 7 114 90 84 24 70 114 96 84 4 70 3071 30 70 30 70 36 69 36 7 18 70 18 70 1 18 70 96 4 70 96 24 70 96 24 70 30 66 30 68 30 68 36 62 63 1 36 65 18 70 18 70 18 70 72 24 70 72 24 70 72 24 70 30 70 30 70 30 70 36 70 36 70 36 70 120 s4 24 1MI 120 90 I 24 70 70 120 96 I 24 70 70 84 0 94 3 84 30 70 36 36 64 36 66 96 8 96 18 70 96 18 70 ST-2 0'il ST-1—\ i 14 GA STEEL REINFORCEMENTS (V � REINF. MULLION W/ STA 8 ST-2 Ix = 7.508 in^4 Sx = 2.6953 in"3 • 3" 3" 3" 3" ., " 3" 3" 3" ' HEAD r I! `--SEE CHART BELOW ANCHOR TYPES TOTAL NO. OF ANCHORS AT DOOR JAMB MULLION ENDS HEAD SILL A 8 6 Al 6 4 B 6 4 81 5 4 C 4 ) I I = 0 IlkIII I L � � o W/y W2 ri i lu o� u t; n Np la ep 2 �m 6Z u4 Z� < i U W0 WO z o N E = U f m g ec c Z� e } r 0 06 I SEE CHART BELOW a' E. v SILL K , n; LL Wn, W NLu Aj n Ln N M W Y� co O {Y `1 10 X 1 1/2" X 1/8" STEEL ANGLE W/ (8) SPOT WELDS TO THE MULLION\ REVERSE FLOOR ANCHOR AT 'Y04G -WANG. P.E. HINGE STRIKE/MULLION ItppUCl REVISED � FLORJDA RECiSTRATION complying with the Florida PE 155983 aildmg Carla C.A.N. 28677 -�.,1 Okmeptw. ai%Y:�J �? + r7 The -� srl iami ptodxt 'Q£4—01MIAMI DADE COUMTr rn Z c e a x� •Deco T.G. sRomrr I.-N. Ma k,=1 OF 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • ••• ••• • • • RTOR • • • • n • 00 • • I II !I II .I IIN IIN II II F 1 II .I u SEE SHEET 4 FOR _TYPICAL ANCHOR. EXTERIOR SEE ELEVATION FOR SPACING. 08 G DETAIL 06 :RIOR OS DETAIL 07 REFER TO CHARTS ON SHEETS 4 & 5 D.L.O. GAP MAX.F.H. MIN. MAX. 78" 1/4" 1/2" 120" 3/8" 1/2" EXTERIOR JAMB MULLION DETAIL 07 DOOR JAMB MULLION DETAIL 07 W/ INSWING DOOR OPTION 07 W/ OUTSWING DOOR OPTION 07 Q 9 u o0 o V, z 6 5 w , N W Z 2U 8 0 = z �m ° i h � o m� sY 00 N Oo, Y� 3 REVISED with toe Florida a S n' y 1J J AIC 'J W Ul N n Preduot N E� x N Y :E ADE COUNTY y 2 e < .��rLorew+nEctsTRAT�ii wia wn"r+u,• .'C.A:n:'28iI�7 scut a 5„g83 w:r u- `UF ` AD14-01 G . :'On�p�•:-a���.� 7 OF 8 MAR-2 4-7018— . . ... . . . ... .. .. .. .. . . . . . . . . . . . . ... . . . . .. . . ... ... . . . TYPICAL ANCHOR + • • • • • • t • + • W MIN. SEE ELEVATION FOR SPACING • • • • • • • • • • • • • • • • • • U EDGE DISTANCE z $ °s ° ° W ppoo ' w TYPICAL ANCHORMIN TYPICAL ANCHOR MIN. SEE ELEVATION FOR SPACING ELEVATION FOR -SPACING DISTANC ' CONCRETE a •;, •EDGE DISTTi1NCE• • • + SEE WOOD BUCKS Wja 7 i• i s i•• • •METAL STRUCTURE a •' • • • • • • Jfig`7MIN. THICKNESS LuLu - •C f I 1 • • t •• • a p 3 0 0 0 O a0 Cm .p5 �' 0 n . GLASS V m I 7 7 W z 2r o DETAIL 06 3 WZ o 3 0 w o 01 DETAIL os 01 DETAIL 2 i () ° i Z 2 W o OPTION os MIN. DGE DISTANCE OPTION W <� ^A p a O i TYPICAL ANCHOR U x> SEE ELEVATIONFOR PACING N� s �I W !r Q ZW 8 ° 1X61�2X ° o` ms a W ( x I u CO C72ETELu LL twig 3.T- W z 1 0' 0 �� Lo cn It W N Y Oon'_ ' !a di DETAIL 06 ° _i 3 7 1W- Z Ow �_' o i cr ; - 01 :N 3 DETAIL 06 w N m" 3 e OPTION DETAIL ro ci Fo 7 NOTE: os OPTION W�_ e a N TYPICAL ANCHOR INSIDE GLAZING OPTION SHOWN. z w a SEE ELEVATION FOR SPACING EXTERIOR GLAZING IS AN OPTION, YiPING WANG, P.E. FLORIDA RE NG. P.E- AnON ODUCrREVISED an a/+ene• FOR DETAIL SEE SHEET 3.Y PE REGISTR c max Ftor;a. �N C.AN. 503 'S�• . :. w V a o H w t wwJJ Dow FoFCD14-Ol y EDGE DISTANCE 03 DETAIL 1 �tUr 8 OF 6 06 uwui DADE _ uNrr �. • _ "� ,� G W� 0.060 W 1 O OWN HEAD /JAMB ATE , "I a� .075 66 h.50d .5 W. n FA-3010 ANCHOR STEEL18GA 0.06 „CO; U00 rT Lo 0.07 o a-187� /Z STEEL REINFORCEMENT (ST-2) u STEEL "If . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • • • • • • • • • • • • • 0.506 • • • • • o • • • 0•ii • • : • • • • : • • • • • • • • + 000 • COWINUOUS WELD AND • GRIND SNpOTH(BOTH SIDES) • • • • • CONTINUOUS WELD GRINDED SMOOTH, BONDO FILLED,SANDED DOWN AND TOUCHED -UP WITH PRIMER PAINT. TOP FRAME CORNER CONNECTION DETAIL n GLAZING STOP STEEL 2pGA I I ^��oi 0.06 Y' rii o 4"Max.' 8 FRAME SILL STE L 16GA 1 NO.] QUANTITY I DESCRIPTION I AS REDD. FRAME HEAD / JAMB 2 AS REOD. HORIZONTAUVERTICAL MUL 3 AS READ. GLAZING STOP 4 AS REOD. ST-1 REINFORCEMENT 5 AS REOD. ST-2 REINFORCEMENT 6 AS REOD. FRAME SILL 7 1 AS REOD. FA-3010 ANCHOR HORIZONTAL TO MULLION CONNECTION DETAIL BOTTOM FRAME CORNER CONNECTION DETAIL MATERIAL MIN. YIELD STRESS MANF./ SUPPLIER / REMARKS GALVANNEAL STEEL 40.8 KSI IGENSTEEL / ASTM A653 16 GA. COLD FORMED .ION GALVANNEAL STEEL 40.8 KSI GENSTEEL / ASTM A653 16 GA. COLD FORMED GALVANNEAL STEEL 40.8 KSI GENSTEEL / ASTM A653 20 GA. COLD FORMED GALVANNEAL STEEL 40.8 KSI GENSTEEL / ASTM A653 14 GA. COLD FORMED GALVANNEAL STEEL 40.8 KSI GENSTEEL / ASTM A653 14 GA. COLD FORMED GALVANNEAL STEEL 40.8 KSI GENSTEEL / ASTM A653 16 GA. COLA FORMED GALVANNEAL STEEq 40.8 KSI GENSTEEL / ASTM A653 18 GA. COLD FORMED y Ex VUOUS WELD AND ee w o `o SFr001H(001 RSmEST N N Q; fir° _ s s .ODUCf REVISES w —plymg wiW a" Florida IY s � No Ii"011fi.1 y AJ N pi o"m Daft LU am Dade PmdMa C I N Y ,{�/y/�� Lo = MMMI DPDE COUNTY rz z e m PE i559E3 i��% nan ane/m. .� N T.G. ° 55503 Or AD14-01 `�?rnp!•'�i 80F8 J V'L-" BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Unks Search ! Product Approval USER: Public User Product AQproval Menu > Product or Apolication Search > Application List > Application Detail FL # FL27001 Application Type New Code Version 2017 1 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com •••• • • Authorized Signature Ulises Senaris � . • • • • •. • • • • ulises@mrglasswindows.com • • • • •••••• •• •••••• Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St • • • • • • Medley, FL 33166 • • • • • (305)470-8284 •••• •• •• ••:••• aarias@mrglasswindows.com • • • • • • • 000 • • ••' • •• •• ••• •••••• • Quality Assurance Representative •'; •; • • • Address/Phone/Email • ' ; •..; • • • • • • • Category Exterior Doors • • • • • • Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. , Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Year 2002 2005 1994 1994 1994 I Sections from the Code Product Approval Method I Method 1 Option D G Date Submitted 04/20/2018 Date Validated 06/18/2018 Date Pending FBC Approval 04/29/2018 Date Approved 06/18/2018 Summary of Products FL # Model, Number or Name Description 27001.1 Series MG500 Aluminum Outswing Large missile impact resistant aluminum outswing door. French Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL27001 RO II 55 - MG500 FD Verified By: ]avad Ahmad PE # 70592 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +130/-150 Evaluation Reports Other: See attached drawing 18-47F for installation FL27001 RO AE 5S - MG-500 05 Door ( MI) -PAE 2017.p1f Created by Independent Third Party: Yes instructions � Back Next • • •••• •••••• 1 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824•' ' "' • ' • 000000 • • • • • • • • The State of Florida Is an AA/EEO employer. Ckyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, dp not se,Wd elect ro�it • • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850�41�103g5 •Pursuaq o Swctigp 455.27 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an "i jotress if they lyve Ore. The erre4o • • provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please • • provide the Department with an email address which can be made available to the public. To determine if you are a licenseew4m Chapter 455, Fi611 }I•ese click hg!ff. • • • Product Approval Accepts: 00 ' ' '00000 ® ® ® Rheck 0 so ' • • • • •••••• Credit Card • Safe . • .. . AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D FL 27001 Date: 04/19/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 :Model Name: SERIES MG-500 ALUMINUM OUTSWING DOOR Maximum Frame Width: 47" (X). 89" (XX)" ;Maximum Frame Height: 110-1/2". 120 (O/XX) (O/X) Maximum Load: +130 PSF/ -150 PSF (Large Missile Impact) ;Installation Drawings # 18-47F _ This product complies with the High Velocity Hurricane Zone (HVHZ) testingregpfrements"" Comparative analysis used _Yes X No •••••• •• •• Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAF5/TA6.202) • TEST DESCRIPTION T& LOCATION TEST REPORT, TEST • • •. • • �fcst DATE REPORT # • • • Seaktll y of ASTM E283 Air Fenestration Testing, Inc 05/10/2008 FTL-5554: • •; •;Carlos S. Rionda, P.E. Infiltration 09/09/2009 FTL-59920 Uarlin.:), go j pn, P.E.' Leakage Blackwater Testing Inc. 05/03/2013 FTL-7242: • jvlarlin.U. Brinson, P.E; 06/13/2017 BW-ESW-17-OM ConstajtirL!!T tes, P.E.' •••• ASTM E331 Water Fenestration Testing, Inc 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. OR ASTM 547 & Penetration 05/03/2013 FTL-7242 Marlin. D. Brinson, P.E. TAS 202 ASTM E330 Uniform Fenestration Testing, Inc 04/27/2008 FTL-5556 Carlos S. Rionda, P.E. & TAS 202 Static Air 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Press. 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 05/03/2013 FTL-7242 Marlin. D. Brinson, P.E. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. AAMA 1304 Forced Entry Fenestration Testing, Inc 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Test 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 05/03/2013 FTL-7242 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcenR.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTIOP TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed b FBC 1626.2 Large Missile Fenestration Testing 04/27/2008 FTL-5556 Carlos S. Rionda, P.E. (TAS 201 & 203) Impact & Laboratory 05/1O/2008 FTL-5554 Carlos S. Rionda, P.E. ASTM E1886/1996 Cyclic 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 05/03/2013 FTL-7242 Marlin. D. Brinson, P.E. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: �,P�p p Ak41q • F �,` NoC 70592 : o'•, sr of Javad Ahmad PE # 70592 ,�1'� AI-Farooq Corporation EB # 3538 �a C'�c`%,, S'. .. � �aN led 04-20-18 . . .... ...... •...•. .. ...•.. ...... • • • .... .. •. •.... .. .• .... •..••. .....• . • . . . . • • • • • • :00-'06 •••••• 0. • . 936d Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com I alfarooa@afcens.com I AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 19, 2018 Product Approval Administrator Building Codes & Standards Section 'Department of Business & Professional Regulations !1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 'Ref: Mr. Glass Doors & Windows, Inc. Series "MG-500" Aluminum Clutswing French Door (L.M.I.) • . . .... ...... Certificate of Independence '..' : ... • Dear Sirs, """ :.•••: 'As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the prbtlltct refertficbil ":"• . 'above, I do hereby declare that I do not have and will not have any financj.��... .... igterest•iNpM ..... .•�... company manufacturing or distributing the above referenced product, nor do.l4ava or will hove •• any financial interest with any other entity involved in the approval process of the { rodutt...:. Sincerely, p D I ANM�����i No 70592 J; ST OF O R 1 IONAt-E�.�`�ealed 04-19-18 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcena.com s�ll 02 Z q! p 8 Ig ly O� I 4, -3 i Stj MG500 t ALUMINUM OUTSWING ENTRANCEAOOR o I SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF 1 SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE SHEETS 3 k 4 FOR DESIGN LOAD CAPACITY OF I DOUBLE DOORS WITH OR WITHOUT TRANSOMS. SEE SHEET 5 FOR DESIGN LOAD CAPACITY OF SINGLE AND DOUBLE DOORS WITHOUT TRANSOMS WITH ADDITIONAL OPTIONS. L' i SEE SHEET 6 FOR DESIGN LOAD CAPACITY OF SINGLE DOORS i-ii g WITHOUT TRANSOMS WITH HIGHER LOAD CAPACITY. 8 M m DOORS CAN ALSO BE USED WITH MR GLASS SERIES MG5000 OR yyyC���GO n SERIES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL 3 DOOR MULLION ATTACHMENT, END LOAD AND CAPACITY TO BE Z REVIEWED BY BUILDING OFFICLAL GLAtS D.LO. DIMS, I O DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - ' 5.250" (STD. THRESHOLD) I, w -i SINGLE DOORS WITH STANDARD ANO SADDLE THRESHOLD ARE NOT APPROVED D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 15.625- (SADDLE THRESHOLD) FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 15.750" (HIGH THRESHOLD) SINGLE DOORS USING ES-9026 (HIGH THRESHOLD OPTION) ARE APPROVED FOR WATER INFILTRATION RESISTANCE. D.L.O. WIDTH (DOOR) =FRAME WIDTH - 14.0625" SEE SHEETS 8 k 18 FOR DETAILS. O.L.O. HEIGHT (TRANSOM) =FRAME HEIGHT - 5.125" ^- D.L.O. WIDTH (TRANSOM) m FRAME WIDTH - 7' I ` THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE { REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE LEAF HEIGHT - FRAME HEIGHT - 2.938" (STD. THRESHOLD) c y INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LEAF HEIGHT - FRAME HEIGHT - 2,563" (SADDLE THRESHOLD) 1 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE LEAF HEIGHT = FRAME HEIGHT 2.438' (HIGH THRESHOLD) E: DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LEAF WIDTH = FRAME WIDTH - 5.188" •! TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE c m r MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. •�. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • 000 0 0• • • • • • SHUTTERS ARE NOT REQUIRED. I. I• 8 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. • • • • • • • • FL'2700 L cl MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • • • • • • • • j CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PL-•~• URCHASE AND .# G EVALUATION REQUIREMENTS OF THCOME INTO CONTACT E 017 HER DISSIMILARFLORIIDA BLDG. CODE EW&LS SHALL� MEETSTANDARDS. DS. • • • • • c • • • • •' INSTALLATION OF PROVIDED HE/SHE DOEs�No DEVIATE BASED FRDOM TTHe CONDITIONS DETAILED ryA� - j r s THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION oN THIS DOCUMENT. `� OF - FOR .I FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 9-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR .LLjRED By ANY MEANS. I+� 706iQ WATER INFILTRATION RESISTANCE ETC. • • • • • • • C-$ �ECFC PROJEC 5 SHALL BE PREPARED BY A FLORIDA REG SfERED'i=* c CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • • Np R OR ARCHREC7 WNICX MILL BECOME THE ENORIEER OF RECORD AND TO BE REVIEWED BY BUILDING OFFICIAL R PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER Ij:'q • • • • • • • • • fSE SF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED { � 1A •'. - / drawing no. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION • • • • • • • • RIGINft TO THE P.E.D. ENDINEER SHALL SUBMIT TO THIS UTTER THE SITE IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. • • • 000 • • • SP♦�IFIC DRAWINGS FOR REVIEW. �� c•��OflC••�,(7j� �` 18-47F i ...... tC�- LABELING TO COMPLY WITH SECTION 1709.9.2. ;D-THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF�` THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. "I`I"IRIIII ll�\s� 9F10e� OT • • • • • • • • • • • • Sealed 6/15/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,SINGLE DOORS WITH OR WHHQUT TRANSOMS USE CHARTS AS FOLLOWS FDR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 101. 2- SELECT THRESHOLD TYPE TO BE USED. WATER RATED HIGH THRESHOLD ITEM #E2B (ES-9026) +120.0 PSF NON WATER RATED (STANDARD & SADDLE THRESHOLD) 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE ,Jt. 4- TRANSOMS FOR SINGLE DOORS ARE UMITED TO f90.0 PSF SEE ELEVATION AT RIGHT FOR TRANSOM END ANCHORS. THE LOWEST VALUES FROM STEPS 1, 2, 3 AND 4 WILL GOVERN. ANCHOR- - A', C. ORD. r SEE SHEET 10 DESCRIPTION 47' DOOR FRAME WIDTH-7 (6A µCHORS TRANSOM 4 1/2' MAX. I ENDS HEAD/SILL CORNERS 1 I }Ir-- I I I c \ it I N 0� I j - 1 j TABLE #Dl DOORS LOAD CAPACITY PSF SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM "(0/X) GLASS LOCKS HINGES DOOR DIMS. TYPE 'A' TYPE 'B'/'C'li OPTION #I I OPTION /Z 1 OPTION #9 1 OPTION /1TOPTION {I12 FRAME MOTH I FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. EXT. (+) INT. C-) INT. (-) EXT. (+) I EXT. (+) INT. -) f INT. (-) 47' 98-1/2" 80.0 120.0 80.0 90.0 120.0 80.0 120.0 47' 110-1/2- 80.0 y.- 120.0 1 1 80.0 1 90.0 f 120.0 1 80.0 1, 120.0 SINGLE DOORS WITH SADDLE THRESHOLD LIMITED TO +90.0. -90.0 PSF SEE SHEET 7 FOR CLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION 32 15/16" m W SURFACE APPLIED�D.L. OPG. t= FALSE MUNRNS�MAY BE USED VAT 41 13/16"LEAF WIDTHNCHOR TYPES 'A1, INTO CONC. STD. AND HIGH THRESHOLD. TYPICAL ELEVATIONV TYPE 'Cl' AT SADDLE THRESHOLD SEE SHEET 10 FOR DESCRIPTION (X) • • • • • • • • • • • • ENDS SE♦! NOTE 4 • • • • • • • • • TABLE #J1 JAMB ANCHORS LOAD CAPACITY - PSP (NOT APPUCABLE AT TRANSOM SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) I/4" SHIM SPACE 3/8" SHLN SPACE 1/2" SHIM SPACE 'SPACING AT 16" O.C. SPACING AT 8" O.C. AT 16" O.C. AT 8" O.C. AT 18" O.C. AT e" O.C. DOOR DIMS. CHOR 'K AN 'C• ANCHOR 'D' ANCHORANCHOR 'A' •C, ANCflO 'D' ANCHOR 'A' ANCHOR •C• ANCHOR 'A' ANCHO 'C. ANCHOR 'A' ANCHOR ANCHOR 'C' &6 ANCHO • �� FRAME FRAME WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) INT. -) EXT.(+) INT. -) IXT.(+) INT.(-) IXT.(+) INT.(-). EXT.(+) INT.(-) EXT.(+) INT.(-) IXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) �.(+) INT.(- I . -) EX .(+) 1 (-) 40' 110-t/2' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 90.5 117.4 120.0 120.0 70.2 92.7 •120p 78.9 120.0 1W.0 1�.0 47" 110-1/2' 95.7 111.0 120.0 120.0 77.0 100.0 120.0 120.0 59.7 SEE SHEET 10 FOR ANCHOR DESCRIPTION • I,:TE• • • • • • • C+ASS CAPAVITIES•ON THIS 6HEET ARE • E'SES ON ASTM•E1300.09•(3 SEC. GUSTS) *AND 1}LIbIRIDA BL1�LbIAG C&MISSION DECLARATORY STATEMENT DCAO5-DEC-219 TYPICAL ELEVATION (a/X) 11� `/ drawing n0. FL #27001 \'�� s;�fdA► Ee•/% t IIIIn .,•- sheet Q of 18 Sealed 6/15/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 ANCHOR TYI A', C' OR SEE SHEET 10 1 DESCRIPT 41 13 16' 41 13/16" 69" 606R/TRANSOM FRAME WIDTH- 62• D.L. OPG.'•� 4 1/2" MAX. HEAD/SILL y (6) ANCHORS CORNERS AT TRANSOM ENDS—\ I I } E1 M i 1 1 � I o iz I= \� n�J=24'—•c __ 1k r___=r__---_ �O I r SURFACE APPLIED j�7y3" 3Im FALSE BE USED 32 15/16- 32 15/16" ' �I pzp U �) V D.L. 41 13 16 41 13/1B' LEAF OTH LEAF IDTM LEAF WIDTH. LEAF WIDTH ANCHORS AT SILL INTO CONC. ANCHORS AT SILL INTO CONC. / CLUSTER OF 6 J CLUSTER OF 6 / TYPICAL ELEVATION TYPE 'Al' AT STD. & MOH THRESHOLD_;! TYPICAL ELEVATION TYPE TYPE AT STD. SADDLEHIGH THRESHOLDTHRESHOLD 1 Cxx� TYPE 'C1' AT SADDLE THRESHOLD SEE SHEET 10 FOR DESCRIPTION 1LD SEE SHHET 10 FOR DESCRIPTION (O/XX) y •• ••• • • • • s •• s • • • • • • • • L101A, i • •• • • • • •1• • SEE CHARTS ON SHEET 4 FOR DQTJ ft 10.0: A g:R,&,S& :OAC CVjA&TY 11L�1ii7 fir' m '.� q j z ai F� . Tos•2 _ �S �t yR1 •• ••• • • • f j-1�f Y�— $`S • • • • • • • f • y- • • • • • • • • • • • Y 'drawing no. • • • • • • • • • • Y� ` ` ... ... 18-47FJ 1 sso0l ldAL F `•� (sheet 3 -f 18 Sealed 6/15/2618 • •• •• • • • •• •• ••• • • • ••• • • DOUBLE DOORS WITH OR WITHOUT TRANSOMS USE CHARTS AS FOLLOWS �$ THE CORFff.SPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE /D2. 2- SELECT THRESHOLD TYPE TO BE USED. NON WATER RATED FOR DOUBLE DOORS (STANDARD, SADDLE OR HIGH THRESHOLD) 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE J2. SEE ELEVATION ON SHEET 3 R TRANSOM END ANCHORS. (MIN. 6 ANCHORS REOD. IN ALL CASES) 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE /142. THE LOWEST VALUES FROM STEPS 1, 2, 3 AND 4 WILL GOVERN. TABLE $D2 DOORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX) GLASS LOCKS I HINGES DOOR DIMS. TYPE 'A' TYPE 'B'/'C' OPTION. /1 .OPTION #2 OPTION #3 OPTION /1 OPTION j2 FRAME FRAME WIDTH HEIGHT E Xr- (+} INT. (-) EXT. (+) INT. (-) EXT- (+) INT. -) : E7(T. (+) TNT. (-) EXT. (+) INT. (-) EXT. (+) INT. (- EXT. (+) INT. (-) 89' 98-1/2' 80.0 90.0 80.0 90.0 90.0 80.0 _ 80'0_ _ 80.0 90.0 90.0 89' 110-1/2' 80.0 1 BO.0 1 80.0 8'0 SEE SHEET 7 FOR CLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION TABLE #J2 JAMB ANCHORS LOAD CAPACITY - PSF (NOT APPLICABLE AT TRANSOM ENDS SEE NOTE 3) DOUBLE DOORS WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX) 1/4'SHIM SPACE 3/8' SHIM SPACE 1/2' SHIM SPACE SPACING AT 10' O.C.1 SPACING AT 8" O.C. AT 16" O.C. AT S' O.C. AT IS- O.C. AT B" O.C. ANCHO ANCHOR ANCHO ANCHOR ANCHOR ANCHO CHOR ANCHORIANCHOR ANCHO CHOR ANCHOR ANCHOR ANCHOR DOOR DIMS. 'A' 'C' 'D' A. C. 'D' 'A' 'C' + 'A' •C• 'A' 'C' 'A' •C• FRAME I FRAME EXT.(+) EXT.(+) EXT.(+) EAT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+)TEXT.(+) EXT.(+) EXi.(+) EXT.(+) EXT.(+) EXT.(+) 1V101H 4 HEIGHT INi.(-) INT. -) INi.(-) INT.(-)INT.(- INT.(-) INT.(-) INT.(- )NT. -) INT.(- TNT. -) INf.(- in -EL) 75' 110-1/2' 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 74.9 90.0 90.0 90.0 89' 1110-1/2" 90.0 88.7 90.0 90.0 90.0 9MO 51.3 88.7 90.6 90.0 83.1 83.3 90.0 90.0 SEE SHEET 10 FOR ANCHOR DESCRIPTION TABLE #H2 HEAD ANCHORS LOAD CAPACITY - PSF OUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX DOOR DIMS. 1/4- SHIM SPACE /8' SHIM SPAC 1/2' SHIM SPACE ANCHOR TYPE 'A' ANCHOR TYPE 'C' ANCHOR TYPE 'D' ANCHOR TYPE 'A' ANCHOR TYPE 'C' .ANCHOR TYPE 'A' ANCHOR TYPE 'C' FRAME WIDTH FRAME HEIGHT EXT. (+) INT. -) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 75' 98-1/2• 90.0 90.0 90.0 00.0 �. 90.0 73.0 90.0 69' 90.0 90.0 90.0 79.2 90.0 81.5 81.E 75' 110-1/2' 90.0 90.0 90.0 83.8 90.0 65.1 85.9 89' B0.0 90.0 90.0 70.8 90.0 54.8 72.3 SEE SHEET 10 FOR ANCHOR DESCRIPTION •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • NQTE:• • • • • • • • • GLIS90 CAPACITI S 0 ♦HI EET ARE • •BA:EC= Op{ *ASTkf EWZ$O- SEC. GUSTS) • • AND•FLOIW64 BUILD0466COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� pa b cog V poN OIL04 ` g Icc11721 Q W a q INA1�1-^ 7069Q •• ! � �, of drawing no. ..o_.-'tgmo!t•',b 18-47F DOORS WITHOUT TRANSOMSSNAFOLLOws TOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE /D3. 2- THESE DOORS APPROVED WITH STD. THRESHOLD ONLY., 3- FOR JAMS ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE /J3. 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE jH3. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE /D3 DOORS LOAD CAPACITY - PSF SINGLE(X) OR DOCBLE(XX) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS, DOUBLE DOOR(XX) DIMS GLASS LACKS HINGES TYPE 'A.1' OPTION #9 OPTION #2.1 FRAME FRAME WIDTH HEIGHT FRAME WIDTH FRAME HEIGHT EM. (+) INT. (-) 40-1/4" 99 75-1/2" 89" 105.3 SEE SHEET 7 FOR GLASS TYPES DESCRIPTION SEE SHEET IB FOR LOCKS AND HINGES DESCRIPTION 16" MAX. HEAD I 'r D. = J ---ti---- --- II S u \ II V IA II n AC-T—IYET 11 SURFACE APPLIED i , j� 26 3/16�_. FALSE MUNTINS D.L. OPG. MAY BE USED 35 1/16- LEAF WIDTH TYPICAL ELEVATION (X) TABLE 1)1J3 JAMB ANCHORS LOAD CAPACITY - PSF SINGLE(X) DOUBLE(XX) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS. DOUBLE DOOR(XX) DIMS. 1/4- SHIM SPACE 3/8 SHIM SPACE 1/2" SHIM SPACE SPACING AT 16' O.0 AT 16" AT 8" D.C. AT 16" AT 8" D.C. ANCHOR 'A', 'C' & 'D' ANCHOR'.ANCHOR 'A' I 'C' ANCHOR 'A' & 'C' ANCHORANCHOR 'A' 'C. ANCHOR A. & C. FRAME FRAME WIDTH HEIGHT FRAME WIDTH fRAME HEIGHT EXT.(+) INT.(-) EXT.(+) EXT.(+) INT.(-) IM. - EXT.(+) INT-(-) EXi.(+)�EXT.(+) IM.(-) -.(-) EXT.(+) INT.(-) 40-1/4' 99' 75-1/2' 99' 118.4 89.9 118.7 ' 18.4 89.8 92.1 • 18.4 SEE SHEET 10 FOR ANCHOR DESCRIPTKMI TABLE #H3 HEAD ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM(XX) 1/4" SHIM SPACE 3/8- SHIM SPA 1/2" SHIM SPACE ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR DOOR DIMS. 'A', 'C' & 'D' TYPE 'A' TYPE 'C' TYPE 'A' TYPE 'C' FRAME FRAME EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) WIDTH HEIGHT INT. -) INT, (- IT. (- in--Iin-LI INT. (-) 75-1/2") go' 1 118.4 108.4 1 118.4 54.1 112.0 SEE SHEET 10 FOR ANCHOR DESCRIPTION .— -- -- - ." 75 1/2' DOOR FRAME --FRAME WIDTH 4 1/2- MAX. CLUSTER OF 6 Q w) ANCHORS ATSILL /-SEE TABLE / HEAD10 ANCHOR TYPES CORN/ERS FOR CAPACITY :' A. 'C' OR 'D, 3' B" C m �1 SEE SHDESCRIPTIOIV`y�_' �', ZI HEAD ���jjj S I Kmmj,4C z ° miwo° - I I I (//'"�y} /11 E ) 1 \ yxgg{-. II n II J I k INACTIVE N � I L-,,26 I I I ele � It 3/16' 1 /. D.L OPG: 35 LEAFf(A'IDTH LEAF WIDTH ANCHORS AT SILL INTO CONC. I TYPICAL ELEVATION CLUSTER OF B TYPE 'Al' AT STD. THRESHOLD J( (XX) SEE SHEET 10 FOR DESCRIPTION • ••• • • • • • •• •• • • • • ••• • 00 •• ••• •• • • • •• • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • i J�el I CI e LL I t O � ^ S�pp1 O `IFU 2 1 I . o l'' w� o I S 'Opp11 Io � CO p Jam' t p� NOTE: GLASS CAPACITIES ON THIS SHEET ARE • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 4 o I AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 ``111�i iwTr 6 m_ c J ,Ili �drawing no. •' :, WYA4G'� �� i ) I ���ij1u 111�y��- sheet $ of 1.8 Co 1-4 All C/7n 10 SINGLE DOOR WITHOUT TRANSOMS 5 9 S F LOWS FOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLES #04. 2- THESE DOORS APPROVED WITH STD. THRESHOLD ONLY. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE #J4. THE LOWEST VALUES FROM STEPS 1 AND 3 WILL GOVERN. TABLE #D4 DOORS TOAD CAPACITY - PSF SINGLE(X) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS. GLASS LOCKS HINGES '9.1' _ OPTION j3 OPTION /2 FRAME FRAME WIDTH 1 HEIGHT �120!.O INT.(-) EXT.(+) INT.(-) EXi.(+) I INf.(-) 40" 96" 150.0 120.0 150.0 - 120.0 150.0 SEE SHEET 7 FOR GLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION TABLE #J4 JAMB ANCHORS LOAD CAPACITY - PSF SINGLE(X) DOORS 1HTIIOUT TRANSOM 1/4' SHUT SPACE 3/6" SKIM SPACE 1/2" SHIM SPACE AT 16' O.C. SPACING AT 8' O.C. AT 18" 1 AT B' O.C. AT w AT 8" O.C. SINGLE DOOR(X) yNCHORANCH OR ANCHO ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR;ANCHOR ANCHOR ANCHO DIMS. W 'C' 'D' 'A', 'C' & D. 'A' 'C. 'A' k 'C' 'A' 'C' 'A' 'C' FRAME FRAME EXL(+) EXT.(+) EN .(-+)) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(-+) EXT..(-+)). EXT.(+) E �+) WIDTH HEIGHT INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT. INT.(' 40' '1 ye" 112.5 130.5 150.0 150.0 90.5 117.5 150.0 70.2 92.7 1 SEE SHEET 10 FOR ANCHOR DESCRIPTION 4 1/2" MAX����'''''''JJJjjj( ANCHOR TYPES HEM/5 kL A', 'C' OR 'D' CORNERS SEE SHEET 10 FOR DESCRIPTION - /I� o Z�W It 1 -yr:==== I � m n!a m o u i i I ACrrvE I I N 25 15/16" I. D.L OPG. �, z 34 13/16' LEAF WIDTH ' 4 iI (X) DOORS WITH SERIES-9500 FRAMES ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE (-) : -) • • A • • • � • • • BAND ASED FLORIDA BUILDING COMMISSION GUSTS) 40.4 •ISD.D • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 •• • • • • ••• • • • • • • • • • • Na TOW2 00 OF ; OWnt �y Sealed 6/15/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• • •• •• ••• • • • • 18-47F 1/4' TEMP. GLASS"- -1/4' HEAT STREN'D GLASS y-1/4' HEAT STREN'D GLASS 3/8' AIR SPACE `a 090" Intedayer 090" Intericyer 3/16' HEAT STREN'D CLASS Z n '- Trosifol PVB r SentnjGlae 'Kuranra America, Inc.' t 'Kurar America, Inc.' 436- "loyer <f BY Y BY %Bal y Amerirn, Inc.' {1/4" NEAT STREN'D CLASS `1/4' HEAT STREN'D GLASS HEAT 5TREN'D G1A55SILICONE SILICONESILICONEDOWSIL 983a) DOWSIL 983DOWSIL 983 OOWSIL 795 DOWSIL 795DOWSIL 7956SPACERI, j(SEE SPEC BELOW) GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 9/16' OVERALL LAM. GLASS 9/16" OVERALL LAM. GLASS 1-1/8' OVERALL INSUL LAM. GLASSv U 'a Z_ � o 155�jj ` g HEAT STREN'D GLASS c`- /4" HEAT STREN'D GLASS Q! z .090' Interlayer .090" Interloyer r Troslfol PVB SentryGlas N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' i OK V) n m l/4" HEAT STREWO GLASS 1/4' HEAT STREWD GLASS 13 `♦F SILICONE DOWSIL 983 o .. j 0� I - 0 I i� O GLASS TYPE 'A.1' GLASS TYPE 'B.1' � ��+ � � I 9/16' OVERALL LAM, GLASS 9/16" OVERALL LAM. GLASS uI 1 c • 0 • •• • • • • ••• • .jZ AIR SPACE CONSISTING OF: 'HELIMA' LOW PROFILE ALUMINUM SPACER r� 706� • • • • rgy 'LINGLRMAN •G�ABH' • • • % f • ARCUNI= TI•r JRIAjETER OF TyE CLAS�6. (_ - • • • PERIMETER 6EALA/fT: • • • • ` drawing no. • • • 61LICON[DOWSIL 71111 see . • • • • • 1'�5 of GE 2000 °0... EM�� 1{ I i /r�1jAlALt} sheet 7 of 18 Sealed 6/15/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS STANDARD THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE _ TYPICAL ANCHORS 07 HINGES DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-MG5000 FRAMES. I •�� • • • • • • • • ES-90151 I CONCRETE •• �di 3000 PSI MIfY. 3. I ° j •, ►}� • • FOR SAyuLE THTYPEr 0 • CO CRE1C ` • • P : Milo. �' $ 3 I \ TYPICAL ANCHORS USE AN OR • • \-SEE ELEVATIONS EDGE DIST. �1_' O1*Y • • • •• • /DGE BIST.• �- FOR SPACING SADD THRESHQj,j? Sit EUW4jIONS • •FOORR SP4kCINC • • • 0040 • • • -�[GH THRESHOLD OPTION NOT APPROVED FOR WATER INFILTRATION RESISTANCE APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS LIMIT MAX. LOADS TO ±90 PSF NOT APPROVED FOR WATER RESISTANCE WHEN USED WITH DOUBLE DOORS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HIGH STRENGTH GROUT POURED & HARDENED f- 5000 PSI MIN. NOT BY MR GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE FL #27001 ��µLfiliTii1 �. 1= 70602 1C� • 8TA i-i 11111 6/15/2018 m drawing no. 18-47F - - — - - TYPICAL- ANCHORS—\ - > � I DOORS- SHOWN WITH SERIES-9500 FRAMES CAN 2-3/4' LONG ! ALSO BE USED WITH SERIES-MG5000 FRAMES. FOR THIS CONDITION ONLY— TYPICAL ANCHORS SEE ELEVATIONS �" CONCRETE SEE ELEVATIONS FOR SPACING �'' 3000 �I f� �fOR SPACING O i EDGE�_'EUGE plsr •' 'b' a � Ai 42 8 W/ RIPPED LEG rZ E4 52.111 i 25 I DOOR HEAD 11 SERIES-MG50O0 FRAME OPTION 2255 vI n m N - 00 M G R, - 4 3 � I �o E Q'WJ N m m I • • •• • • • • ••• • • • • • • • • • • • • • �````` „i i IAH, •• ••• • • • • r 7D6Y2� • • • • • • • • • drawing no. 000 "fill I,��� �na•t s: ori8� Sealed 6/15/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPIM AKUQP - SEE ELEV. FOR SPACING TYPE 'A'- 1„/4" ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSQ THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE OR BLOCKS S� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) x ANCHOR EDGE DISTANCES d INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE_ 1" MIN. TYPE 'C'- 5/16' ULTRAMN BY 'ELCO (Fu-177 KSI, Fy-155 KSI) THRU 10Y OR 2BY WOOD BUCKS INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) c DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCE e INTO CONCRETE AND BLOCKS = 3-1/8" MIN. INTO WOOD STRUCTURE = 1-1/4' MIN. — TYPE 'D'- 1/4' TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) W INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL, 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S ANCHOR EDGE DISTANCES c INTO METAL STRUCTURE = 1/2" MIN. TYPE 'Al'-114" X 1-3/4' ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) rn WITH 1-1/2" MIN. EMBED INTO CONCRETE G ANCHOR EDGE DISTANCES INTO CONCRETE - 2-1/2" MIN. TYPE 'Cl*-S/TB" X 2" LILTRACON BY 'ELCO' (Fu-1T7 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) m WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDGE DIKTAIN`yl R INTO CONCRETE = 3-1/8" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS to - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Pm - 200D PSI MIN. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• ••• •• • • • •• •• 0 0 . • • • • • • • • • • • • • • • • • ••• ••• • - -,I, I to F.B.C. APPROVEDMULLION & MULLION _ l SEE SEPARATE APPROVAL HORS ! 0 q I. `TYPICAL ANCHORS Y 1� SEE ELEVATIONS Z v FOR SPACING n 1�111u rrrr �� 4 �'•;�GEN•F I ` 1 �'k g 70M '\1 31 11 I �• ' drawing no. p ..:<to.... l7 18-47F I "!i�'uNAL i�urti�lLl Sealed 6/15/2018 • •• •• • • • •• •• ••• • • • ••• • • — -1/2" MAX- — LDAI) BEARING Sfflk SEE TABLES SHEETS 2 THRU 6 — i 1`E15), !LW :( �ti) l j( 1" L o U0 I .a �, , TYPICAL ANCHORS E13 {A1Bp SEE ELEV. FOR SPACING J^ /2- MAX. LOAD BEAPoNC SHIM -SEE TABLES SHEETS 2 U 6 'BY OR 2BY_, WOOD. \ TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. LOAD BEARING SHIM SEE TABLES SHEETS 2 THRU 6 iORS 'IPTION A CAPACITY TYPICAL ANCHORS SEE ELEV. © FOR SPACING ALTERNATE TYPICAL ANCHORS SEE ELEV. FOR SPACING �-- U. _ DOOR FRAME MOTH HINGE OPTIONS SEE SHEET 16 FOR DESCRIPTION / AND SHEETS 2 THRU �� 6 FOR CAPACITY B i 24Ma k IE12 !1A20 E23n.'E121 IE _14. ,M6 ■ a ACTIVE w� DOOR JAMB SERIES-MG5000 FRAME OPTION • i• ��!• •� • ••i t 1 • • . • • • f • --.----- • ' • - • t.----•WID�ii. �.. Z b chi N I I 0 IL �ZOE a f°0 N I 3 I �NQ�I � W DOORS SHOWN WITH SERIES-9500 FRAMES CAN I ALSO BE USED WITH SERIES-MG5000 FRAMES. . g -1anil . .4 drawin no. ..!2omo,.: cam` 1� 8 47F • <%s/oivA4 ��%� 1 -!u1 I nn11 ah 1 of 18� Se01eCI6/IS/2UIb ♦•♦ ♦ ♦ • ♦ ♦♦♦ ♦ • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS— _T ONS CONCRETE G 3000 PSI MIN. ,A�H — — TYPICAL ANCHORS — SEE ELEVATIONS DIST. FOR SPACING it 1/2- MAX. LOAD BEARING SHIMS SEE TABLES SHEETS 2 THRU 6,.. TYPICAL ASENCHORS F IORV. FOR SPACING •- 1/2- MAX. LOAD BEARNG. SHINS SEE TABLES SHEETS 2 THRU•8., TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 W wr U O�� I A•—•—• a—• • • • TRPAOM • • • • • • • • • • SERIES—MG5000 FRAMES OPTION • • DOORS •SHONMAITH SL*R"-95& FRAMES CAN ALSO BE USED WITH SERIES—MG5000 FRAMES. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �. �IlaQ ��- 1 o DOOR/TFWISOM FRAME WIDTH r TRANSOM z R SERIES-9500 FRAMES 3 JI � ALTERNATE 2 ' L D.L. OPG. a DOOR/TRANSOM FRAME WIDTH TRANSOM JAMB SERIES—MG5000 FRAMES OPTION � olk' No. 70W2 � !ro!ng �i� � 1.6 n0. a'�Oii1D"ea`.�f 18 447F —' - MR GLASS MG5000 OR 9500 WINDOW WALL SYSTEM SEE SEPARATE APPROVAL `,. "' •1( FOR DOOR MUWON, ml MULLION ANCHORS AND ,t I Z h 41 13/16" TAIBInARY LOAD f 41 13/16' REQUIREMENTS /'� i LEAi WIDTH :. (TO BE RENEWED BY AHJ) MAX. h , C -.�.� L____ 4 N r 11 � I r 8 i -- �g I ' J it // y /• i iii �: II �// \\ h /, i `2ry I II � � N II �y� N Q O t7 L--- IIII U ,/. � IN A \ / II' •% � F--- II q f II I II \ n I m I n / 41• , I Imo__-_JI � TRANSOM - I J L JI � SOM , u`=-=--_-- I=___=d EXT. 48' MAX. I D.L. OPG. _ l D.L. OPG.Z— MR GLASS MG5000 OR 9500 F.B.C. APPROVED F.B.C. APPROVED v I WINDOW WALL SYSTEM SERIES MG5000 WINDOW WALL SYSTEM BY 'MR GLASS' SERIES 9500 WINDOW WALL SYSTEM BY 'MR GLASS' i a I SEE SEPARATE APPROVAL Z I FOR DOOR MULLION, — UNDER SEPARATE APPROVAL UNDER SEPARATE APPROVAL. —MULLION ANCHORS ANDS E TRIBUTARY LOAD LOWER VALUES FROM DOOR CAPACITY CHARTS OR LOWER VALUES FROM DOOR CAPACITY CHARTS OR REQUIREMENTS ;. WINDOW WALL APPROVAL WILL APPLY TO ENTIRE SYSTEM. WINDOW WALL APPROVAL WILL APPLY TO ENTIRE SYSTEM. 0 BE RENEWED BY AHJ) 1 �D iii; K � •ii!; li � II' ji I' , i ''Ll .i%i; I� ., , $ I . � o ( P J iIFi -.;=�- ' I iit !IiI II�i - ---_ � •I J V. __ _. IIIIi �I _II _—_�_____TL1�`ice___�_a-. t_11n1 II --1-- -k' �� i1 � 1 i-1r 3z W_ ~ . !E L---- T�S�w� �I III II I II LI ,r, JJJ - 11 (fI Z) 47 MI3/18� I c 48' MAX. 41 11331/16-� IEAF WIDTH LEAF WIDTH 1111 .. _ ._ REINFORCING WILL VARY x _ LEAF WIDTH LEAF WIDTH SEE CURRENT APPROVAL OF SEE CURRENT WILL LAL OF 44 of •9ERT;i965WD • • • • •• 1 mfOW WALL • • • • • • SERIES 95DO ! rn • FOR TAt • • • • • • • WINDOW WALL SYSTEM > o • • • • • • • • • • • FOR DETAILS c -ilk / � I • • • • • • • • • • `S % drawing no. Alorm FL #27001 111NAI," sheet t3 0+ 18; ... . ... Sealed im.9/96m • • • • • • • • • • • •• s• • • • •• •• ••• • • • ••• • • _pyp 1 00 2.5EY ^� i �•a FILLER � .090 953� 1.063 .970�t. rv-.9-08-- es�-1- •1'�1.11II8�_D_ ALTERNATE- OFTION (Series S-8000) /IoU+J �Z� WJf�cKQyQyUZiy$�� �'�p'��pry pJAMB I�4 Z Jv r p� 0N� +�J 460 .-0.�i0. 7- DOOR STOP 0.1 wo _ `t ,1I? _ J __ �'a_ 1.750 2.750920 01. TTRANSOM HEAD S-8000 1 -•- -( -.-_-. ---- .220 —�0 OE..921�591 050 500 00o— 1.1I DOOR STOP COVER ,- ---3I � 50.127 .078 4.9861 HORIZONTAL AT DOORS-BOoo 1.750 2.032 3s( ��1 : .312 BLOCK I�{ 9 17 Lyy GNAATER LAZINDPEoCORNER -J E�a^ .. STILE 1.00 0 rT24 9 2.05 17 .070 TRANSOM ADAPTER E1E6t ..8. 10 1.250HINGE/LOCK 2- CLOSURE DOOR STOP 578 i 5�8 8 094 3.733.229 00 3.750 ITY'50 L T6 JAMB FILLER S-8000 r7 TRANSOM JAMB S-8000 —_ i E5 BOTTOM ESA HI -PROFILE �I 10.00 (E5A) RAIL 1_ 4.374 3.46- 10 III .125 I I STILE - INACTIVE LEAF i�Ij3I( -_F 910 I .000 1 060 I 1000 ( j TRANSOM GLASS STOP �250IL 7 1.427 .110 • --• STOP•STD. IQ j c J+ f f 320 250 1.766 a .062MEETING �1. 412 1, 17 �F � —� GLASS STOP E9'1 (INSUL LAM. CLASS) TRANSOM GLASS STOP S-8000 1 n1i11 _ pF STILE FL #27001 .r !rONAL�)yi`` 2.232-GLASS* RAIL BOTTOM 1.746 L-.1i3 .060 • • 44FFF••• 1i72• -• • • • • • • • • • • • • E� DOCK SVZEfa .854 1950 1332 I • • • i i. CORNER PLATE I(111 I r . 3.438 MEETING STILE - ACTIVE LEAF n o • • • . • • • •` •.}� • • • • • • '"� • • �E14 LOCK BACK UP PLATE l•_ .122- --- 4.933 THRESHOLD E2. ES9014 J-+ ASTRAGAL • • • • i • r^- •-•— '-•-'--sl •1 • • • • • • • • ALTERNATE THRESHOLD (Em ES9015 drawing no. 18-47F sheet 14 of 18 ••• • • • • ••• • • JBOIe❑61 Iwz 1a • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • _ITEIE I. .PART'.► QUANTITY 1,DRKmnxON. KAT DAL 11ANY./SUPPM/REMARLS ITBM / PAST I_ 1, GUANWff 098CRUMON_ �_.__:. .. YA77;RTAL MANE./SUPPL[88/R87IARE9 _�� 1i �1 E1 ES-9012 ES-9014 DOOR HEADER 8081-TB - Tt ES-9506 - TRANSOM HEADER Sedex 9500 8063-T5 E2 / STNIDWD 7N1ffSJ10lD 8063-76 - T2 ES-9019 - 7RM1S011 ADWIER E2A Es-9015 1 SADDLE THRESHOLD 6063-T6 - T3 ES-901B - TRANSOM GLASS STOP 063 6-TS - ES-W26 1 NIGH THRESHOLD 6063-T6 - T4 ES-9502 - HEAD COVER _E28_ E2C ES-9027 1 THRESHOLD COVER 0063-75 - AR1 - - /10 x 1/2' F.M. ST/ST SMS MH ES-9013 2 DOOR JAMB - HINGE 6063-T6 - M72 - - TRIM GASKET SRICONE 1G QQQLLrCCCp of E4 ES-9001 2 1 TOP RAIL 6063-TS _ - Mf3 _ INTERIOR SPACER 1 4' x 1/_4' FOAM ES ES-9002 2 STD. BOTTOM RAIL. 6063-T6 - Mf4 - _ AS REGO. SETTING BLOCKS (1% 6' 1 3/4-) AT 1/4 POINTS EPOM DUROMETER 80t5 SHORE A ESA ES-9000-031 2 HI -PROMS BOTTOM RAIL 6063-T6 - y T5 ES -BOOR_ As REOD. TRANSOM HEAD S-8W0 8OD5-T6 - - W C t x 7 Q EBH ES-9003 2 MNCE/LOCK STILE —� 6063-75 - T6�. ES-8013 AS REQO. HORIZOMTAL AT DOOR 5-8000 6061 TB �. - : _ E7 ETA ES-9006 ES790o7 1 ,MEETING mLE: - 97ACENE LEAF 6063-T5 - T7 Es-8012 AS REM. TRANSOM JAMB s-e000 6005-TO 1 I MEETING SHLE - ACnM LEAF s083-76 - TB 79 ES-8003 E5-8008 AS REOD. 1 AS REGO. JAMB FILLER S-6000 TRANSOM CUSS STOP 5-8000 806J-T5. t - E9H ES-9004 4 -i HORIZONTAL GLASS STOP 8083-15 - E9v Es-9004 4 YERfMK G1A55 sTOP eoW-Ts - T10 Es-BOu AS REGD: , rRMISOM cLAZILVC AUMTER — { 8D63-TB ES-0029 , 4 CLAS$ STOP (INSUL LAAI. GLASS)�-- BOBS-T5 • • • • • • • • • • • • 000 • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • r._- � �� .125� 750 Ell) SUPPORT ANGLE `�1'LLL�LIN/`J'AAA ����P^'�•;•1q_�/ , 70542 �_ t} : - �^ _ 4 \5 '•. Ai0180N;•' \ . a ' ..... ^!�!,S,�aLiAL E�� ` _ER.1 E10T ES-9008 4 ' CORNER BLOCK -TOP__ _ I CORNER BLACK - BOTTON e063-T5 E10B ES-9000 ES-9009 4 __. 4 6063-T5 - El 1T CORNER PLATE - 70P 6053-T5 E110 ES-9009 4 CORNER PLATE - BOTTOM 6053-T5 _ E12� ES-9010 4 SUPPORT ANGLE 6063-T5 3/4'. X 1 X 1/8' X 9- LONG L U = 1114 ( l ' y _ ` o o i W J N E13 ES-9Ct1 AS ROD { MNOE 9ACKIIP PLATE RENFORCOENT 6OW_T5 1-1/4 % 9' % 3/6' THK. E13A '12-24 % 1/2 T 4/ PLATE MNGE BACKUP PLATE FASEMEItS ST. STEEL FH MACHINE SCREWS E14 ES-9020 LACK BACKUP PLATE REINI"ORCEMEM 0 -TS 10LONG E74A 8-32 X 1/2-.. _1 3/ PLATE LOCK PLATE FASTENERS Sr. STEEL P11 MACHINE SCREWS - E15 ES-OD16 AS ROD. JAMB FlUiR 8063-115 E16 ES-9017 AS ROD. REINFORCEMENT 8063-TB E177 ES-9021 1/ CLOSER CLOSER SUPPORT CLIPS (PAIR) SOM-T5 - - E18 ES-9022 1 ^_ CLOSER DOOR STOP 6083-TS -_ _ E19 ES-9023 _ 1/_CLOSER CLOSER COVER PLATE 6093-TS _ E20 E21 ES-9005 - DOOR SWEEP ES-9051 DOOR STOP00 _ ^.�•_ E22 E23 M7 ES-9052 _ D-O-OR. STOP COVER - j ES-9060 _' - _i 26 -- ASTRAGAL m1i I12 x 1 P.H. ST/ST SMS 8063-T5 S�E�(%1�RED 1YTR�1 ie `%� �1/�2' SMS AT 12- RQD. I #12 - 24 x 1'. F.H. ST/ST MS - - _Y3 _ M4 MS M6 - E5-9000-0Ot ES-9000-002 16 16 AS ROD. �f AS ROD _ /I B..- 32 x 1/2' P.H. ST/ST MSco 1 HOL BOLT jT WEIIDGE GASKET 6'L1JOE G15KET � 'SPACER GASKET - - EPOIA EPDM - DUROMETER 70t5 SHORE A DUROMETER 70*5 SHORE A A ` I + j M7 ES-90OD-OD3 /S ROD BULB. VINYL. BASE-POLTPROPILENE, BUUB-TPEE - ULTRAFAB. WROMETER 73-M SHORE_ A MB ES-WDO-9U7 AS REOD SETTING BLACKS (LAM.CLASS) ATPOINTS FPOM DUROMkTER 80l5 SHORE A ES-9000-��.. i— AS READ. I - _1/4 SETTING BLACKS (NSUL U1N. GLASS) AT 1/4 POINTS EPDM DUROMETER ROTS SHORE A M9 - f AS ROD. i HINGE 4 1/2' 1 4 M9A AS ROD. OFFSET PIVOT HINGE T ALUMINUM N72_ -�j i ,13 POINT LOCK _-T•-,•�- N73 1 i KEY cruNDER - _ M14 - 1 I THUMMURN , V15 1 2 POINT LOCK Nis - 1/ LEAF DOOR CLOSURE _ -� _ PUSH - PULL -� _ - C • 0 o I N17 2 _ - --WOOL - • • • MID W73273NK As ROD. } P1IJ; wmTPPINc -HEADER - �• •—•_ g , M20 W2345INK A5 ROO. PILE - MTG snLES WOOL - _. • • • • to iG ' ; �'.� i . - I� �' I�'� ! • • �T _ ••—'••'•""-'• _M22 - .► i/ CLOSER I CHANNEL SPACER 5/8' X 1-7/6' _ M23 - _ 2 THRESHOLD CAP _ AS ROD. STRUCTURAL SILICONE - M25 - u-^ �.. AS R00. 50.1CONE _ M20 2/ CLOSER 1/4 - 20 x 2' H EIL BOLT -� - • •. .• - • • • M27 - 3/ CLOSER 010 x 1' P.H. ST/ST 5M5 - M26 - 8/ CLOSER /10 x 1' F.H.ST/ST SMS ---. •'•"—• •" -—•.—•—_--•---•—•— p drawing no. 18-47F ; M20 - 3/ CLOSER /10 x 1' F.H. ST/ST SMS - - • • _. M30 - As ROD. _/10 x 1 1/Y F.H. ST/ST SMS. AT 23' O.C. Sf. STFF7.--,. - N31 M32 W132MINK W13278NK AS RQO. ... ti5 ROD, I PILE - DOOR SWEEP WOOL - PILE - HEADER WOOL - ,sheen j$ 01 �$~ • • • • • • • • • • • • JSCneu a/I, Lu I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS, (See Tables On Sheets 2 Thru 6 For Load t OPTION #_I; LIMIT MAX. LOADS TO ±80.0 PSF ACTIVE & INACTIVE LEAF CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' 11285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE ENO AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END :opacities)— OPTION 9, LIMIT MAX. LOADS TO +80.0, -90.0 PSF OPTION #3: t ACTIVE & INACTVE LEAF: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY ACTIVE LEAF: j KEY OPERATED THREE POINT LOCK SYSTEM 4015/40t6 BY JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & FROM SILL AT EACH LEAF. BOTTOM OF LOCK STILE AND A THUMB TURN ON THE FASTENED WITH INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND FASTENED WITH (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END (2) #12-24 X 1/2" FH MACHINE SCREWS OR INACTIVE LEAF: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY DOR—O—MATIC' LOCATED AT 40" FROM SILL MANUALLY OPERATED TWO POINT LOCK SYSTEM 1880/81 BY AT EACH LEAF. 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & FASTENED WITH BOTTOM OF LOCK STILE AND A THUMB TURN ON THE (2) #12-24 X /2" FH MACHINE SCREWS AT ONE END INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #8-32 X 1/4 PH MACHINE SCREWS AF I AR u �. IDM • ADAMS RITE ADAMS R[T 3 2 POINT 3 POINT y yp LLIGK LOSK ! '. �, A MI1VUIUS: QJee laates Vn bneets L Inru a hOr LOOa uopact1es) %,VNv CnLCV OVLIJ rRW1kiLMLIVI 1111V rfV1MCJ = 1/4 M111. ;Tr. qn, OPTION #1: OPTION j2: OFFSET PIVOT HINGES 4 X 4-3/4" ST. STEEL BALL BEARING BUTT HINGES ALUMINUM AT TOP AND BOTTOM LOCATED AT FASTENED TO FRAME AND THRESHOLD WITH 11" FROM TOP & BOTTOM AND AT MIDSPAN #10-24 X 1/2" FH THREAD CUTTING SCREWS FASTENED TO DOOR FRAME AND LEAF STILE WITH (2) AT THRESHOLD, (2) AT JAMB BOTTOM (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS OPTION 4 X 4-3/4" ST. STEEL BALL BEARING BUTT HINGES (4) PER LEAF (1) AT 9-5/8" FROM TOP TO CL OF HINGE (1) AT 10-5/16" FROM BOTTOM TO CL OF HINGE (2) INTERMEDIATE HINGES EQUALLY SPACED FROM TOP AND BOTTOM HINGE FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• v9 - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y:•�BF,�I� h� � ,ry drawing no. !��a►dAL�t?' iaheetf i 6 of 18 TOP RAIL WELDED T01 VERT. STILE 42 03H • • • �'yi"'• • M2 •_ • • • • • • • •4• • • • ��•y�.• .. 0 `. E. • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 • • 'Z mill o2 q Q ! Opp �a°91 ioff�g�` 1/2- I I ,� < ;,rile 'aEEll �I \� r = S wis a- N M N oil mGoM THRESHOLD CORNER ` yy I e N0,70592If drawing no. .......RoR,o. 18-47F ' �� ss a i Al - It ,III%�yy ehoet�_77-0 1 Sealed 6/15/2018 .100-1 THRESHOLD COVER LL ES9027 (� a CY f -A 2.485- 1 g It A SO 1� HIGH THRESHOLD E29 ES9026 j a TRANSOM CORNER TRANSOM CORNER t SERIES-MG5000 WINDOW WAIL SERIES-9500 WINOQW WALL I y w 88 M �j co LZ off; K �! W J c r 0 .. - . • ./. . • • oi4,- • • � drawing no. SINGLE DOOR �•�omoC�� i 18-47F HI -THRESHOLD CORNERTHRESHOLD CORNER t) OlVAL��P �_sheel j g of j8� • • • • • • • •. • • • Sealed 6/15/2018 • • • • • • • • • • • •• •• • • • •• •• ti � - t � L4 BCIS Home I W9 rn I user Registmt1on ( Hot Topks I submft Surcharge ! Stains & Paas I PuMiotims I Contact Us I Bcts Ste Map ( unls I Search rgo Product Approval USER: public User arm Product Aooroval Menu > Product or Aoollcation Search > Bpfication List > Appik•tim Detan FL # FL27000 Application Type New Code Version 2017 Application Status Approved Comments i Archived t ., Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 uiises@mrglasswindows.com Authorized Signature Uiises Senaris 0000 utmes@mrgtassvtindows.com • • • • • • • • a • • • • • i Technical Representative Augusto Arias • • • • • • • : 000000 Address/Phone/Email 8120 NW 84th St 000000 • • • Medley, FL 33166 •••• • • :••••: (305) 470-8284 • • • • • aarias@mrglasswindows.com • •' • " ' • ";"• •••••• •••• ••••• •• •• •••• •••••• Quality Assurance Representative Address/Phone/Email • • • • • • • • • • • •••••• Category Panel Walls • • • • • • • • • Subcategory Storefronts • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I.. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL27000 RO COI SS - MG5000 Window Wail System -CI 2017.12 Referenced Standard and Year (of Standard) Standard AAMA 501 TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Year 2005 1994 1994 1994 Sections from the Code Product Approval Method Method i Option D Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 04/25/2018 Date Approved 06/12/2018 H Summary of Products FL * Model, Number or Name Description 27000.1 Series MG5000 Aluminum Window Large missile impact resistant aluminum window wail system. Wail System Limits of Use Instaitation Instructions Approved for use in HVHZ: Yes FL27000 RO II SS - MG5000 Window Wall System (NI)-- Approved for use outside HVHZ: Yes DWG 18-46F.pd Impact Resistant: Yes Verified By: 3avad Ahmad PE # 70592 Design Pressure: +130/-130 Created by Independent Third Party: Yes Other: See drawing 18-46F for span vs load combinations and Evaluation Reports installation details FL27000 RO AE SS - MG5000 Window Wall System (1L1 j)-PAE 2017.pdf Created by Independent Third Party: Yes Back Next • • •••• •••••• Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-18248 • • • • • • • • • • The State of Florida is an AA/EED employe Copyright 2007-2013 State of Florida.:: Edym Sta Accessidil}WMAient :: Refttnd sd&ment• • • • • a m�e r do not want tsbV��,i�•• mail i� iread, th� by phure cabyi rIyou have questions, contact M.48 =Rn � 5-) Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with sh email address if ally hose o•e. The emWs provided may be used for official communication with the licensee. However email addresses are public record. if you do notrAsh fo supply a pets?naltedress, plc%!\• • • provide the Department with an email address which can be made available to the public To determine If you are a Ikensef r•gapter 455, g.j.,,please dick ha: • • • Product Appepwall Ate; • • • • 00000000•••• •••••• �eCbrs Im ® ® •••••• • •• • • • • •••••• Credit Card • • • • •' 0000 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 27000 Date:04/19/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS & WINDOWS INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES "MG5000" ALUMINUM WINDOW WALL SYSTEM Maximum Frame Width: 84" Maximum Frame Height-180" 'Maximum Load: +13OPSF, -130 PSF (Large Missile Impact) Installation Drawings # 18-46F This product complies with the High Velocity Hurricane Zone (HVHZ) testing rigmfre2nents... The above maximum parameters do not occur simultaneously....;,. See installation drawings for combination of span vs loads and anchor wpch.. Comparative analysis used Yes X No ease 00 be . •000 •.• Mandatary Tests (Tested in accordance with AAMA 501/101/I.S.2/NAF2) 0 * * * o TEST DESCRIPTION TEST LOCATION TESTREPORT TEST • • Test • DATE REPORT I6 ' se"Ja ; ASTM E283 Air Infiltration Fenestration Testing 12/19/2007 FTL-5447 Mithiel R. %jen;, P.E. Leakage Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortq&6 p'E. t 08/16/2017 FTL-9605 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 12/19/2007 FTL-S447 Michael R. Wenzel, P.E. OR ASTM 547 & Penetration Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. TAS 202 08/16/2017 FTL-9605 Idalmis Ortega, P.E. t ASTM E330 Uniform Static Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. & TAS 202 Air Press. Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. I 08 16 2017 FTL-9605 Idalmis Ortega, F.E. .0009 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 I www.afceng.com I alfarooa@afcena.com Supplemental Tests (Tested In accordance with TAS-201 and TAS-203) TEST DEScRtPTION TEST LOCATK M TEST REPORT TEST Test DATE , _ OPORT # -Sealed by FBC 1626.2 Large Missile Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. ANSI Z971 1 08/16/2017 FTL-9605 tdalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: `ptiM�,,� ��`�•�PD No 70592 ST OF �4/` O:. lavad Ahmad PE # 70592 '�.,F'' •. o R P ��`,.� 'SS�ONA��; .�`�Sealed At-Farooq Corporation EB # 3538 04-20-18 • • •••• •••••• •••••• •• •••••• • •••• •• •• ••••• •••w•• •s••066* ••••• • • • • • •••••• • • • • • • •••••• •••••• ' 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 f F: 305.262.6978 1 www.afcene.com I alfaroog@afcene.com I AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 . . .... Ref: Mr. Glass Doors & Windows, Inc. ...... ..see ... . Series "MG5000" Aluminum Window Wall System (LM.I.) • ...... .. ...... Certificate of Independence • • • • • • • Dear Sirs •••• •• •• ••�••• As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product refere ced above, I do hereby declare that I do not have and will not have any financC31 ihti;rest in aqy ....;. company manufacturing or distributing the above referenced product, nor do t hayeeor wiW0 ; • • •; any financial interest with any other entity involved in the approval process of Me product..' •. 0000 Sincerely, `��OJPdP�cANM;gO o_ Z O q '"',;, /O N A; E%%%%` Sealed O4-19.18 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa@afceng.com D.L. OPG. -SEE SHEET-2 - - (- A 4' MAX. HEAD/SILL L CORNERS ANCHORS TYPE A B, C OR D 1 2. 3. 4 OR 5 AT EACH JAMB--� SEE SHEETS 5, 5.1 & 5.2 SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (" EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECE TONG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. `e0 MAX. MUWON SPACING i �� SEE SHEET 3 & 4 ` `II ANCHORS TYPE A. B, C OR 0 2, 3, 4 OR 5 AT EACH SIDE OF MUWON--� SEE SHEETS 5, 5A & 5.2 TYPICAL ELEVATION y LJ�-L_______ I ,_ __ -1 T—_____---__ F_=________= / 1 / l II I�SEE ',GLASS \ L M 1. MD 50R\APPRO�IAL FOR DOOR RI1�1NC I II I i ,---DOOR MULLION ANCHORS SEE SHEET 7 D.L. OPG. WIDTH SEE CHART SHEET 2 N �I= I SIN I; U it $I� I 4I II i old D.L. OPG. WIDTH SEE CHART SHEET 2 'N SIN 01 -4 III o d Ny f � I I D.L. OPG. D.L OPG. WIDTH SEE CHART SHEET 2 I I N I �:n I I =iN o�w , IN t ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS (SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. INSTRUCTIONS: PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON LAMINATED GLASS � WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING LARGE MISSILE IMPACT ' APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET•2 FOR see UQ D :APAGAro ; ; • • • FL #27000 OF DESIRED GLASS SIZIe ll�w- C Lsi mat O t a vo 0 0.0 a tug LLza: HEIGHT USING CHARTS WT E A ,�I N G : •A— •STAi IWX.E RE RONUCT BASED THE SELECTION, EELTHICT PRODUCT EVALANDTION `�\\ J 1111111f %/ �'',\ •J` . 4 •I� . STEP 3 y+�s�i ELs�i �'PURCHASEp0 AN WINDOW WALL MULLION AN SHE�'f� & 7 F R ram\ �`.• ��' i PROVIDED HCUSHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED DOOR MULLION I oN 7Tu5 DOcuMEMT. = ••••• i I THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NO 70602 �! ALTEREC BY ANY MEANS, 1- STEP CHECK CHECK ANCHOR CAPALYI:( FqR WJNDOW WALL SYSTLT� C- r �t IS 6 (((T SITE SPECI•C PRO•EC S SITU PREPARED BY A FLORIDA REGISTERED {j USING CHARTS ON iH b. & 5.2• • • ENGINEER 0•ARaREC•WHICN WILL BECOME THE ENGINEER OF RECORD (E.O.R) j^ FOR DOOR MUWOI; I)iICHOR AC(fY SFS CaARf• FOR THE WOJEFT AID WHO WILL BE RESPONSIBLE FOR THE PROPER ON SHEET 7. • • • • • • • SSE OF•THE PE.D.dFNGINEER OF RECORD, ACTING AS A DELEGATEDdrowing no. THE CAPACITY SHOMLD jXCEE%W DESI fi Lg4D.0 ENGIN R TO THj P. . ENGINEER SHALL SUBMIT TO THIS UTTER THE SITEJ J/ 1 ••�� .SPEC C•DaAWING; FOR RENEW. ': /��••• �P.• ��/ STEP THE LOWEST VALUE RLSULDNC•FROM STEPS•2, 3•AIVO• 11 •...... """����+� 18-46F y.LyV�[ D-THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 4 SHALL APPLY TO ENTIRE SYSTEM. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. <�, 7jrJ 111tlNI Li•11\\\,•' BFIEEL 1 Of 1'1 Sealed 04-20-18 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . rVR J/a �I'flM.l TYPICAL ELEVATION SINGLE (0) PANEL I I q 3 K (� n j04a' SILICONE U DOWSIL 983 J Z I v )�-1/4" HFAT STREN'D GLASS Interloyer i' pryGloe i ! By 'Kuraray America, Inc.' .b ¢ j r .-1/4" HEAT STREMD GLASS C M OI .GL95_=21-c •• ••• • • • • • •• '• I • • • • • • • • • , c 1 t. IT, —1101 17�i90 y�115 j LOA: RAjINC •y+ •79.0 P�SF MAXIMUM DE�N • ' • • • • • •_ 40.0 PSP• • • � ` I drawing no. (FOR SINGLE UNITS SHDWN 11 THIS SHEET OR SLNLLER) I �o ••. FL #27000 !�`�IINALii�)`% sheetL1of72' .. cesle.i ne_gn_10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -`"-GLASS` LOAD CAPACITY - PSF " NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE '8' D.LO. WIDTH D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/TNT.(-) 28 32' 1._730.0 1. 44-1/4' 1. 52' 56-1/4' e4-1/2 80.0 80.0 130.0 130.0 50.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 $0.0 130.0 28' 32" 36" 40- 44-1/4" 48• 52" 90-1/2- 90.0 130.0 BOA 80.0130.0 130.0 - 90.0 -- _ 130.0 80.0 130.0�v- 80.0 130.0 80.0 130.0 1. 32- 36' 40- 44-1/4- 48' 51.1 96-1/2-� 80.0 130.0 130.0 �60_0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 --- 130.0 - 127.2 --- 28' 32' 36• 40" 44-1/4- 48" 101-1/2- 50.0 130.0 W.0 130.0 80.0 130.0 80.0 130.0 80.0 80.0 _ 130.0 128.9 28' 32' 1. 40' 44-1/4- 108-1/2' 80.0 80.0 130.0 130.0 �~ 80.0 _ 130.0 80.0 80.0 " _- 130.0 130.0___ 28' 32' 36• 40' 44-1/4- 48-1/2- 51-1/2' 114-1/2' 80.0 130.0 80.0 130.0 00.0 130.0 80.0 130.0 --80.0 -- T 130.0 90.0 90.0 44-1 /4- 1. 50- 120-1/2' - ^90.0 -- - 90.0 44-1/4• 48• 128-1/2- - 90.0 - 90.0 - 40• 44-1/4• 48" 132-1/2" - 90.0 - 90.0 - _ 90.0 Q. 44-1/4• 135-1/2• - 90.0 co - - NOTE: NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. I' I r I' II {I ALTERNATE BUTTON BUMPER BA IN UEU OF VINYL SPACER( SILICONE DOWSIL 982 `DOWSIL 795 \ 1/4" HEAT STREN'D GLASS �\ 090' Interloyer 1- Trosifol PVB By 'kuroroy Americo, Inc.' Iw \\\\ '1/4- HEAT STREN'D GLASS zm � I •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 1 a qp�° o„ W � I �o I SILICONE C $ 3 -DOWSIL 983 ` DOWSIL 795 t 1/4" HEAT STREWD GLASS 1 .090' InteHoyer I' of T\- SentryGWe �. lEly 'Kummy America, Inc.' i 1/4" HEAT STREN'D GLASS 3v 3 I i W r0 V)� O 10 Co M1 I- GLASS TYPE 'B, 4 I GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • o • i BASED ON ASTM E1300-09 (3 SEC. GUSTS;.• • • • • • • • • • • • . .. T •• - • • • • • •t•GaSS FL #27000 AIi No. wing 0* Sealed 04-20-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOAD CAPACITY - PSF _ -'"1(ViJJON3 WITHOUT INTERMEDIATE HORCLONTAI3 NOMINAL DIMS. JAMB 'Jl' JAMB 71' JAMB ']2' JAMB 'J3' JAMB '73' Y1111. 'Yl' MULL 'Y2' MULL 'Y3' MULL 'Y4, WIOM (M� ! FRAME NDOHf EXT. (+, INT. (-) EXT. (+) INT. (-) EXT. (4) INT. (-) EXT. (+, MI. (-) b• 36• 42• 48' 54' 6p' � I 86-1/2• I` � , b.o 13ao 130.0 130.0 Ib.O _ 150.0 1bA _ 13t).0 1b.0 1b.0 1b.0 ib.0 _ 130.0 130.0- 130.0 130.0 130.0 1b.0 /b.0 ib.0 127.3 130.0 130.0 ,30A b' 36• 42' 48` I 54` I BO' 1 b.0 1 b.0 1 b.0 ib.0 1b.0 1b.0 _ 1b.0 1bA - 13f1O� TIb.O 1b.0 130.0 ,50.0 Ib.O 1b.0 1bA 1229 Ib.O 130.0 ib.0 114.9 1b.0 1b.0 130.0 b' 38' 42• 4e• S4• BO' � 9E• ib.0 ib.0 ,b.0 121.1 � 170.0 --ib.0 � 1b.0 _ 1 b.0 Ib.O Ib.O ioe.e -130.0-- ,ba 130.0 130.0 99.4 1b.0 i2B.6 92.4 t30.0 .�._,1B.3 1b.0! b' 36' 42' 48• 54• 9B-1/2' i J0.0 127.6 - 1 b.0 I30.0 130.0 130.0 _ 1b.0 130.0 111.8 1b.0 Ib.O 1b.0 100.0 1b.0 Ib.O i 1b.0 91.{ -E6.8 I]0.0_ 118.E 112.4 1b.0 1b.0 ,b.0 b' 38' 42• 102• {8' 54' � 58' � 1 b.0 114.5 1 b.0 ib.0 _ 1 b.0 Ib.O Ib.O 100.0 1b.0 13Q0 1b.0 89.8 130.0 ����- 120.9 130.0 _ 81.6 �1b.0 130.0 127.7 106.7 1300 08• ib.0 1b.0 1b.038 ib.0 1b.0 130.0 E74 1b.0 120.3 1b.04B120.0107.0130.053 110.7 98.4 1b.0b'. 38' {r 110-1/z• 48• SZ' IbA 1b.0 1b.0 130.0 1b.0 Ib.O n.e i2s.2_ tu.7 13a.a 130.0 69.4 111.8_ 101.9 _ µ _ 64.9�'- 104.5 95.1 1b.0 b• 36" 42 114' 46• SO' 98.2 ib.0 1b.0 1b.0 �Bt.I 1b.0 __ 123.B �1b.0 _ 70.8_ 82.9 60.8 113.6 107.4 �130.0 101.1 95.3 92.0 ib.0 130.0 97.7 b' 38' 120• 42' 48• BZ.3 1b.0 1b.0 tb.0 89.3 1115 111.4 _ 130.0- �80.2 98.9 9B.5 130.0 53.5 88.1 85.5 1b.0 12 - y„U LLi JAMB OPTIONS g 3 3 g 1 31.11 MULL OPTION9 `-'�\ Q z+�f LL 7A!® 'JI' JAMB 'J2' J1J® 'J3' ` j� .IX IN•'46SI M^3 Iz M�4 S. W"S f _Ni4 Sz�IN"]4 6.6509 - 2.6421 10.6488 4.4452J �ALUYINUM 6.6509 1 2442 I 8 'STEEL- 2.7506 1 2225 �TOTAL 1 _6 1 4 MLY a k STl x 2A,14.6276 ((' 12 13 13 Z i a IE 5; i " nl Z MuujoN 'Yl' MULLION 'Y2' MULLION 'M3' MULLION 'Y4' I--i M"4 T9z W"S� Iz M"4�1 i M"3 �Iz M"4 3z IN�3� �21 [zSzB.710.7-8-0 2 3.796_AJAYINUM 67195 1 2 g757 1ALIIY[N5 STEEL 12.7508 1222_5 ; STEEL-3-�1:86gO Ni wv . pmx2s!4:8982 1hAWY 47� Q M q l i 3i YJ 0 1 UNANCHORED N ul , JAMB OPTION9 YLU OPTIONS f - n +& ?'ro W& -_i I p, I II �f WIDTH (W) W1 a s l AT FRAME JAMB i WIDTH w wz + ws a • ' . • •AT FRA1 t�1Lll�tt . :: • • • M� ULLI ONS� • • • • • • • • • • I.-- �1 { • • • • • • • • • • • `tttf ll� • • • • • • • • • Jam" 1 `� fie°' uCENSRc p PP Q i 1 j II /^ Y No.709B2 •• ••• • • • • • • • • • • • • • '�s �`^ NOTE: • • • • • • • • • • • INTERPOLATION BETWEEN WIDTHS ALLOWED. • • • • • • • • • • S TE / 'drawing no. FL #27000 '! f®ltt\ -heet 3 1_21 MULLION MULLION LOAD CAPACITY - PSF YUfIHIN9 f/0 Dfl'Qt10LD7AT6 HO[t1LOMAI3 JAMB J2' JAMB 'J3' NOMINAL DIPS. IJULL 'Y4' EXT. (4) WN7N (W) fWAiE IH101II INT. (-) �- 120' 90.0 _ S7' I 90.0 b' 90.0 90.0 38 42' 128' 90.0 49• 90.0 -_ 90.0 54' I b' 80.0 90.0 36' I {2' 132' �.. 90.0 _ 90.0 48' 90.0 52' I b' { 90.0 36' � 90.0 90.0_- 42' i 138' 48' 90.0 50• 88.9 90.0 39• t44' 90.0 42' 89.4 79.0 4e• 58ai13tl 04-20-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOAD csescLTY - Psa MULLIONS 1/TTH [NTERYEDUTE HORIZONTALS NOMINAL DIPS. JAMB '71' MULL 'Yl' JAMB '11' YOII. 'Y17' JAMB 'JP' JAI® 'J9' � MOIL 719' 1/1® '!3' MULL 'Y4, N'IDTN (� �FRMAE F'Elp(f IM. (-) INT. (-) M. (-) INT. (-) 30' 36' 130.0 130.0 1J0.0 130.0 130.0 130.0 130.0 � 130.0 �130.0 130.0 130.0 .. t01 �I UNANC801iED I \ <! JAMB MULL OP710N3 8 .' 7i� i JAMBJAMB 'l2' JAMB 'JS' V r ' U Rio SZ IX" 3 RAM z IX'J Iz M�4 ' Sz W'3 L6_650912.8421 j10A 4.4452 (-AI, 16.6509 2.6421 zry 19TEEL 2.7�5 6 1.2225 Y p j TOTAL �� X ALLY + m x 39 14.6278 4� 12 13 13 J M$ 5 5.. 3 y 5 5 3 \f /J I j 14 1 IfUIIION 1l1' MULLION 'Y2' MULLION 'Y3, MULLION 'Y4' ` I� �Iz RY'4.13i IN'7 Ii IX 4�+Si IK'3d lz 9i4 9i Ni'J IIz IM'4 Si ItC3 W ' 6 7195 i 2 6757� 410 8072 3 7590 AI.UMQNUY 6.7195 2.6757 �UIQNUY--T8.7195 2.6767 ' t_.a.._. _ _,... _ _, L_ _ � ._,._._� � _ 67 ...__.. 1- �ST6EL 2.7506 12225_I F3TEELIF �TOTAL 14.69621 IMAKL 17.60471 A NIM �_k a X 291 b AlW + k $n i 29, DO J 0 * Uy-. Z JLJJ INTERMEDIATE HORIZONTALS W 1� nm ]AYB CHORE S -� MULL OP710N5 W� W+ a r �7WrI7DZATuH (W) W1 • • 00 "• FPkME•JAMB• • • • • Po • MULLIONS • • • • • • • •••F'RA�E �"i N • • • • • • .,``�\1111 I11! J'j J�,--� /, No.70862 ' h •• ••• • • • • I- • • • • • • • • • �= - $ I� • • • • • • • • • ".'' 7 • • • • • • • • • • •-'t • • • • • • • • • • drOwtng no. NNTERPOLATION BETWEEN WIDTHS ALLOWED. • ��'S/ fyC"��fi 18-46FJ FL #27000 %,,�L,y1�. 6hee1 4 oft2 MULLION 130.0 130.0 MULLION LOAD CAPACITY - PSF ONS 11TTB ATERII®M1B HORTLONT JAYS '!P' JAMB 'JS' NOMINAL DIM. MULL 'Y4' N1DTH (W) ,FAAYE fE10XT INT. (-) 54• I 120' _ 90.0 57' � 90.0 30' 90.0 S6' _ 42• 126' 48' _ ®90�0 90.0 54• 90.0 JO' 90.0 38' � 90.0 42' 132' 90A 48' � 90.0 52' &1.0 Jo• 90.0 78' _ 90.0 4Y 1J8' 90^0 48• _ 86.6 SO' 83.1 90.0 E 144'90.0 87.1 78.2 • • • Sealed 04-20-18 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERMEDIATE HORIZONTALS MR. GLASS OPTIONAL DOOR ALL FIXED UTES SEE SEPARATE APPROVAL l u 717 Itl j If II II �'/ T17DTH (w) wI Z VADTH CW) wt _t w2 h= 6^ 3^ TYP. TYP. r° TYP. A2, B2, C2, DA4, B4, C4, D4 ORS TYPES: SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 - (2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 = (2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A3 - (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MUWON C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUUJON D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'K AT EACH SIDE OF JAMB AND MULLION B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C: AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS TYPE 'DAT EACH SIDE OF JAMB AND MUWON AS = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULUON C6 (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. /� .`{OR i v nln r'� � wT wz WUTH (w) - 2 + W2 MR. GLASS —DOOR & TRANSOM 1 SEE SEPARATE APPROVAL WIDTH (W) - xn + wz_ 2 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. ANCHORS ``� No. 706H12 n •• ••• • • • • • • • • • • • • • • • . . .. . . . . . . . . . ... ... . ... • . . • • • • • . • • • • . . . . . . . •. •• • . . .• •. .•. . . . ... . • ia[ aD 1 ILa� a Ell 10 I 0 1z! £ W �;g�Mbl N 3 c g p J v A OPj/� j Crowing no. 18_46F i FL #27000 �''iS��ei1A1 L�r sheet 5 of�2} sealed 04-20-18 CAPACITY - PSF ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'C' 1/4" MAX. SHIM NOMINAL DIMS. 9/8" SH!ffi SPACE 1/2" 9H1ffi SPACE 3/8" SHIM SPACE I/2" SHIM SPACE 9/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' MOTHW "� O .FRAME HEIGHT A2 A9 A4 A5 A A4 ' AS A2 3 � - H2 63 B 4 ( B5 B2 H3 B4 I H5 C2 I C9 C4 C5 C2 C i 9 C4 I C5 D2 I D 3 D4 W. i 61.3 91.9 122.2 1130.0 47.9 71.9 95.9 1119.9 130.0 53.3 79.9 1108.5 1130.0 115.9 . 130.0 1130.0 130.0 91.4 130.0 130.0 130.0 130.0 1130.0 130.0 51.1 � 76.6 101.8 127.8 40.0 59 9 179.9 i 99,9130.0 36" � 44.4 66.6 88.8 1111.0 96.6 1130.0 130.0 130.0 78.2 1114.3 130.0 130.0 130.0 ! 730.0 730.0 42 88-1/2" 438 65.8 TB7.3 1 109.4 34.2 51.4 88.5 I B5.6 48.5 7_2E 97.0 1121.3 38.1 571 781 - 951 82.8 123.7 130.0 130.0 85.3 98.0 130.0 130.0 124.0 130.0 i 730.0 57.4 78.4 � 95.7 30.0 � 14.9 59.9 74.9 42.5 i 83.7 � 84.9 108.1 33.3 491.9 88 8 83 2 72.4 108.2 � 130.0 130.0 57.T 85.7 114.3 130.0 108.3 130.0 130.0 54" j 34 0 51.1 ! 67.9 85.1 26.6 40.0 � 53.3 66.6 37.7 56.6 75.3 94.3 29.8_ 44 4 59.2 1 74.0 84.4 96.2 1128.7 1130.0 50.8 78.2 101.8 i 127.0 96.4 130.0 130.0 80" 30.8 f 45.9 61.1 ! 78.8 24.0 38.0 � 47.9 59.9 34.0 50.9 87.9 84.9 26.6 40.0 � 53.3 1 66.8 57.9 i 86.8 � 115.9 i 130.0 45.7 68.8 91 4 j 114.3 88.8 ! 130.0 130.0 W. ' S8.9 ! 88.3 717.4 130.0 46.1 1 69.1 92.2 1 115.2 85.3 ! 97.9 730.0 130.0 51.2 (78.8 , 102.4 128.0 111.4 130.0 ! 130.0 1 J0.0 87.9 130.0 130 D ; 130.0 130.0 1130.0 130.0 38" i 49.1 73.8 97.9 j 122.7 384 57.8 76.854.4 ! 81.6 708.8 130.0 42.7 84.0 i 83.3 706.7 92.8 130.0 ! 130.0 130,0 73.2_ tOD.9 130.0� 130J0 130.0 1]0.0 730.0 42' I 90, 38.8 42.1 83.1 83 9 �105.1 32.9 49.4 65.8 823 48.8 69.8 � 93.3 118.8 54.9 7 73.1 91.4 79.5 118.9 730.0 130.0 62.8 94.2 125.61 130.0 119.2 130.0 1 130.0 48" 73.4 � 92.0 28 8 j 43.2 57.6 720 40.8 j 81.2 81.6 102.0 32.0 � 48.0 ! 84.0 1 80.0 89.8 1044 130.0 170.0 54.9 i 82.4 � tO9.9 ; 130.0 704.3 130.0 130.0 38.8 SS.2 54' ! �32.7 -49.1 65.2 181.8 25.6 t 38 4 51.2 � 64.0 36_3 !! 54.4 72.5 90.7 28.4}-42 7 56.9 71.1 81� 92.E 123.7 130.0 48.8 (7].2 , 122.1 92J 130.0 130.0 80" ( 29.4 44.2 58.7 � 73.6 23.0 34.8 46.1 � 57.6 32.8 ` 49.0 1 85.3 81.8 25.6 f 384 151.2 i 64.0 55.7 83.2 111.4 1130.0 _97.7 87.9 1109.9.41230 30"55.2 82.8 110.1 i 130.0 43.T 64.8 88.4108.0 87.2 91.8122.4 170.0 L8.0720 98.0120.0 104.4 1130.°730.0 1130.0 130.01J0.0 130.01300iJ0.036'91.8175.036.0720 190.0 57.0 76.3 !1020127.560A80.0 1130.011300 !130.0 r 1J0.0130.0 - 130.042"96,39.478898.830.946.3 100.0 87.0 ___1(� 61.7 77.1_43.787.4109.351.4 68.6 85.7 74.811.41130.0 ,130.0 117.7 177000.0t30.0 4834..37.040�5540 87338.357.4 78S95.830.05�.085.397.5130.0 103.018130.0 54' J0.7 i8.0B1.Z76.7 T4.0 36.0 48.0 � B0.0 340 310 880 � 126.7 40.0333 88.7 58.0 86.7118.0 1130.0 91.8 , 114.E BB.D� 1300 ! 130.0 80" 27.6 41.4 � 55.7 89.0 21.8 3Z.4 30.8 45.9 61.2 176.5 24.0 36.0 i 0 60.0 522 78.0 104.4 j 130.0 41.2 81.8 182.4 Y 103.0 78.2 + 117.3 j 130.0 30" I 53.8 j 80.7 1107.3 130,0 42.1 183_2 84.2 105.3 59.6 � 89.5 �119.3 130.0 1 70.2 9J 8 j 1 17.0 101.8 130.0 130.0 , 130,0 80.3 1 720.5 130.0 1130.0 130.0 1170.0 130.0 38" J 44.8 167.2 f 89.4 112.1 35.1 52.8 70.2 07.7 49.7 � 74.6 � 99.4 124.3 _46.8 39.0 58 85 7 0 97.5 84.8 128.7 : 130.0 100.4 130.0 1130 0 127.0 ! 130.0 130.0 42" I 98-1 2" / 38.474 57.8 78.6 96.1 30.1 45.1. } 60.1- 75.2 42.8 183.9 (85.2 �08.5 33.4 50 1� 88 8� 83 5 _1_30.0 108.6 130.0 i 130.0 _88.9 57.4 114.7 130.0 108.9 : 130.0 130.0 48" 33.6 50� 87 1 84.1 28.3 39S _ 52.6_ 85.8 37.3 1 55.9 � 74.8 93.2 29.2 i. 4J 9 58 5 I 7J.1 63.6�_95 0 : 1�7� 130.0 50.2 � �75.3 100.4! 125.5 85.3 1J0.0730.054"29944E 159874.73.435.148.8 SB.S33.7 49.786.3 82.8 20.0390520850.5 88.2 j 117.5 64.7 127.0 _t 30.0 81.5 113.130.044.8 80" � 28.8 40.J ' 53.7 87.2 27.1 31.6 42.1 (52.6 29.8 44.7 � 59.6 74.6 23.4 135.1 � 48.8 I SB.S 50.9 �. 76.0 ! 101b 1T7.2 40.2 i 60.2 700.4 76.2 114.3 130.0 I 52.0 77.9 ! 103.8 j 129.9 /0.7 181 0 81.3 101.8 57.8 B_6.4 115.2 130.0 45.2 87.8 i 90.4 ' 112.9 98.3 1 130.0 1130.0 130.0 778.� 718.3 130130.0 730.0 }130.0 130,0 38" 43.3 64.9 86.4 _ � 55.7 74.092.8 108.2 9 29.043.8 8 67.8 58.172.8 8L.7 48.0 41.161.8T.3 72.0 � 96.0 1T0.0 ��. 3T.3 56.5 i 48.4 75.3 94.1 64.580.7 81.-u_9 � 70.2 �104.9 122.4 130.0. 130.0 130.0130.0 84.8 55.483.1 129.3 130.0 110.8 : 7J0.0 iJ00130.042-702"3Lt 7J0.0130.0 102.9 48.784.8 j 81.25.4 38.150.863.53.054.072.0 2B.T56570.6 81.491.8122.87J0.0 48.5 72.7 96.9121.2 1300130.028943.357.872.2 4832.5 90.0 22A33.945.258.5 32.048.060,023.1 ]7.88T.7 54.8 81.6 109.Z130.0 4J.1 84.6 86.2107.7 !122.7 122.7 130.080" 2.9.051.864.9 20.] 30.5 1407i50.8 28.8 45.237.672.022.6jJ3.945.2 56.5 49.1 ! 734 9831228 38.8 38.2 77.8 f 96.9 110.4 j130.030"19.1 73.6L97.9 ,122.7 38.4 57.876896.0 54.4 81.8 i108.B730.0 42.7 8L.085.3108.7 92.8 i 130.0t 130.0130.0 73.2109.9 130.0 �130.01300l130.01J81.87022 32018.0 84.0.0 45.3 68.0 1 90-71 113.3 35.857.J7t.1 (88.9 77.3 115.861091.8 iZ2.1130.0 130.0 130.0 42" 54.9 68.8 77.7 33.0 32.6 ! 69.9 87.6 27.4 141.1 38.9 58.3 97.1 30.5 43.7 61.0 76.2 66.3 98.0 130.0 130.0 52.3 178.5 104.E 130.0 99.3 1130.0 � 130.0 48" 30 7 48.0 81.2 78.7 24.0 38.0 48.0 80.0 34.0 51.0 i 88.0 &5.0 26.7 40.0 86.7 58.0 86.7 116 0 130.0 45.8 68.7 91.6 , 114.4 86.9 130.0 130.0 5t' 273 40.9 � ! 54.4 - 88.1 21.3 52.0 42,7 � 53.3 30.2 45.3 160.4 75.8 23.7 35.6 -47.4 i 59.3 51.8 77.0 10311126.9 40.7 1 BLO 87-4-�-101-7 772 1115.9 1_30.0 60" 24.5- 38.8 48.9 38.4 j 48.0 27.2 140.8 154A 88.0 21.3 32.0 42.7 1 53.3 48.4 � 69.3 82.6 1116.0 36.8 1 54.9 73.2 ! 91.8 69.5 i 104.3 130.0 30" 38" � 71.9 40.0 59.9 95J 79.7 � 119.9 99.9 37.5 31.3 56.3 48.9 � 75.1 82.8 93.8 78.2 53.2 44.3 79.8 88.5 � 108.3M1 I B8.8 i 130.0 110.8 41.7 34.8 62.8 52.1 83.4 1104.3 69-5 86.9 90.7 130.0 1E0.0 75.8 12.9. 130.0 130.0 1300 71.8 [ 107.4 59.7 'I 89.5� 1300 719.3 1130.0 i 130.0 130.0 ! 1y. 30.0 113.2 j 130.0 iJ0.0_ 130.0 4Z" I 48" 34 3 151.4 � 88 3 i 85.8 74.9 28.8 23.5 LO� 35.2 57.8 48.8 87.0 58.8 38.0 j 33.2 57.0 49.8 186.5 � 76.0 � 94.9 j 83.1 29�, 44.7 26.1 39.7 59.6 52.1 74.5 65.2 64.8 96 8 i 56.7 84.7 129 8 113.t 1 ]0.0 130.0 51.74) 78.7 ; 702.3 44.7 87.1 89S it 27.8 1111.9 97.7 j 130.0 1 84.9 1127.4 ; 130.0 130.0 30.0 45.0 1 59.8 5/" I 286 7. 400 531 B8.6 20.9 31.3 41.7 521 29.5 44.3 { 59.1 � 739 23.2 _34.8 483579_ 50.4 75.3 100.8 126.0 39.8 159.7 79.5 j�--9-9.4- 75.5 113_Z 130.0 60" 4� � � 41P.4 !87.8 90.7• 1 }S.4 � j 53.7 71.8 3 69.5 87.9 101.9 ' 130.0 24.0 38.0 i 47.8 59.9 - 28.1 37.5 46.9 26.8 39.9 i 53.2 88.5 20.9 J1.3 � 30" 38" 465 89.7 � 58.1 92.7 t 77.3 116.2 96.8 36.4 30.3 54.6 1 45.5 � 72.8 80.8 909 758 51.5 42.9 77.3 103.1 1128.8 84.4 -859 1D7.4 40.4 60.6 960�.8 101.1 33.7 � 50.5 � BL4 1 B4!t 87.ti •130�-I}LSD.�- 7+3 M09: ! 1y1.0 }BO lT �1 A.0 69.4 17� 704.1 88.7 130.0 1130.0 115.8 � 130.0 130.0 130.0 130.0 109.8 130.0 730.0 J8.7 4Y I 33'T 49.8 66.2 83.0 26.0 38.0 52.0 65.0 38.8 55.2 73.6 92.0 28.9 � 43.3 � •5i.7 � 82.16 •93.8 t 125 ri 1 y7.0 59.8 74.3 99.1 . 123.9 94.1 130.0 , 130.0 IB" I 174' 29.7 43.8 57.9 72.8 22.7 ]4.1 i 45.5 58.8 32.2 j 48.3 � 64.4 80.5 253 { 37.9- SO.S 632 ! 144.9 54.9� 82.1 109.9 130.0 43.4 65.7 86.7 106.4 B2.3 123.5 130.0 5/'84.8 20.2 I _30.3 40.4 77.6 22 5 33.7 SB 1 � �40.4 48.8 � 73.0 97.7 122.1 57.8 77.1 73.2 109.8 i 130.0 87.9 j 109.9 _38.5 34.7 i 52.0 �98.4 89.4 88.7 65.9 98.8 1130.0 80" i 23.2 34.9 148.4 7 58.1 - 27.3 j. 36.4 f 4S.S 25.8 38.7 ! 51.3 B4.4 20.2 30.3 50.5 44.0 65.7 l 4 z ml! b / 7W f, I� I� F E Qg� I jZ�L° a$0�. ('V w ��Z a m 0 Y ��. tn�� SEE SHEETS 5 AND 8 3 N n m FOR ANCHOR DESCRIPTION. Q ri Z } K N 8 , i �co 2 -' c a, IT ,I ANCHORS °I i _ '� j- No. 70592 f ... ... a'G� �18-46F - - - - - FL #27000 �i ! I4L-71�> �l`f stleet&1of 12_: ANCHOR LOAD • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4` MAY. SHIM NOMINAL DINS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SNIM SPACE 3/8- SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' IYIDTH (W) FRWE HEIG A2 A3 A4 1 A5 A2 1 AS A4 A5 B2 B3 B4 , B6 B2 B3 B4 B6 C2 1 C3 C4 C5 C2 C3 C4 ! C6 D2 ; D3 D4 30' 44.2 36.8 66.2 1 55.2 8&t 73.4 110.4 92.0.843.2 34.6 51.8 j 69.1 86.4 37.6 { 72.0 49.0 73.4 107.9tli22.:4. i36" 40A 61.2 81.6102 38.4 32.0 57.6 480 j 76.8 96.0 84.0 80.0 83.5 69.TI, 1124.8 04.0 I30.0130.0 13).0 , 130.0 65.9 1989 54.9104.3 130.0 130.0 125.1 130.0 !130.0 130,0 130.0 �_e... 27.4 41.1 54.9 88.6 59.9.1 _ _-t42' 119.3 1130.0 47.1 70.6 94.T 117.7 89.4 130.0 130.0 ' 120- 31.5 47.3 62.9 78.9 24.7 ' 37.0 49.4 161.7 35.0 52.5 69.9 7. 48" 27.8 41.4 55.1 69.0 21.6 32.4 43.2 54.0 30.6 4&9 E1.2--�78.5 24.0 36.0 48.0 1 60.0 52.28.0 , 104.4 130.0 41.2 61.8 82.4 103.0 78.2 117.3 130.0 24.5 36.8 48.9 j 61.3 -28.8 38.4 48.0 27.2 40.85;.ti { 88.0 21J 32.0 42.7 53.3 48.469.3 90.0 90.0 38.8 54.9 7J2-t 90.0 89.5 90.0 90.0 30" 42.1 35.0 63.1 52.8 83.9 69.9 { 90.0 32.9 49.4 85.8 82.3 46.6 69.9 90 0 90.0 36.6 1 54 9 l 73 1 00.0 79.5 90.0 90.0 90.0 62.8 90.o 90.0 1 90.0 90.0 1 90.0 90.0 38` 1 87.6 27.4 41.1 34.9 88.6 3B 9 58.3 77.7 90.0 30�5- 43 7 61 0 j 762 90.0 52.3 78.5 90A r 90.0 90.0 90.0 90.0 42" 126" 30.0 1 45.1 59.9 75.1 23.5 35.3 ? 47.0 1 58.8 33.3 W.0 66.6 j 83.3 2_6.1 39.2 52.2 [ 65.3 56.8 54.9 90.D 90.0 44 89.7 90.0 85.1 90.0 90.0 48" 28 9 1 5 �65.7 20.6 ' 30.99 41.1 51.4 291 _43.7 58.3 i 72.9 22.9 34.3 45.7 571 49.7 74.3 90.0 90.0 39.2 58.9 78.5 j1 90.0 74.5_ 90.0 90.0_ 54" ; 23.4 if-3"S.0 16.6 58.4 - 27.4 1 36,8 45.7 25 9 38.9 31.8 j 84.8 20.3 30.5540.6 j 50.8 44.2 68.090.0 90.0 30 40.1-} 00.2 i 80.1 ! 90.0 31.4 1 47.1 1 62.8 78.5 44.5 66.8 1 89.0 i 90.0 34.9 52.4 69.8 j 87.3 75.9 90.0 00.0 90.0 59.9 1 09.9 1 90.0 1 90.0 90.0 1 90.0 90.0 36• 132" 33 5 i 50r--- 2- 66.7 i 93.6 26.2 1 39.3 j 52.4 65.5 37.1 55.6 74.2 90.0 29.1 4l. 3 6 �. 58 2 ;. 72.7 63.3 90.0 90.0 1 90.0 49.9 74.9 90.0 90.0 90.0 90- 0 90.0 42" _28 7 1 4J.0 1 57.2 71.7 22.41J3�7 H, .9 58.1 3- 1.8 4_7.7 163.6 79.5 37 4 49.9 1 62.3 54.2 61.0 90.0 90.0 42.B 84.2 85. 90.0 81.2 1 90.0 90.0 48" 251 3 0 82.7 1 29.5 ! 39.3 _ 491 27.8 141.7 55.6 89.5 _24.9 21.8 32.7 43,6 154.5 47.5 70.9 90.0 90.0 37.5 58.2 1 F 74.9 90.0 71.1 90.0 ! 90.0 1• 36.4 1' 57.6 76.6 90.0 30.1 45.1 --60.1�1 75..11 42.66 63.9 1 85.1 90.0 33.4 50.1 66.8 83.5 72.6 90.0 90.0 1 90.0 57.3 1 86.0 90.0 90.0 90.0 90.0-I} 90.0 t 48.0 36" i 138" 3T.0 1 63.6 80.0 25.0 37.8 50.1 62.6 35.5 53.2 j 71T 0 88.7 27.8� 41.7 55.7 69.6 60.5 190.0 ; 90.0 i 90,0 47.8 ! 71.7 90.0 ' 90.0 90.0 90.0 190.0 42" i 27.4 ! 41.1 i 54.7 68.6 21.5 132.2 42.9 1 53.7 30.4 45.6 60.8 76.0 23.9 1 35.8 47.7 59.6 51.9 77.5 ! 90.0 1 90.0 40.9 81.4 81.9 90.0 77.7 1 90.0 90.0 48" 24.0 36.0 47.9 60.0 - 28.2 37.6 47.0 26.6 y 39.9 53.2 66.5 20.9 1 31.3 41.7 1. 52.2 45.4 67.8 90.0 90.0 35.8 53.7 ! 71.7 - 89.6 88.0 90.0 00.0 30` 1 6 55.2 73.4 90.0 28b - 43.2 57.6 1 72.0 40.8 81.2 61.6 90.0 32.0 48 0 + 64.0 180.0 69.6 90.0 90.0 1 90.0 54.9 82.4 90.0 1 90.0 90.0 90.0 C 90.0 38` 1 µ" 42' 7 46.0 81.2 1 76.7 - 39.4 52.4 165.7 r2l"'10 24.0 ;". 38.0 48.0 60.0 20.6 30.9 41.1 51,4 34.0 291 51.0 68.0 1 85.0 t _.T 43.7 158.3 72.9 26.7 22.9 40 0 53.3 _ _ 45.7 66.7 88.7 86.3 90.0 90.0 45.8 88.7 90.0 _90.0 90.0 68.9 90.0 ' 90.0 57.1 _58.0 _ 49.7 _ i. _ 90.0 90.0 _ 39.2 58.9 _ 74.5 90.0 90.0 48" j 34.5 1 45.9 57.5 - 27.0 3&0 45.0 _34.3 ,_76.3 25.5 38.3 51.0 83.8 20.0 30.0 40.0 50.0 43.5 65.0 i 87.0 90.0 34.3 51.5 1 68.7 �85.8 2 90.0 90.0 ANCHORS TYPES: SEE SHEET B FOR DESCRIPTION A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 - (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 - (4) ANCHORS TYPE 'C' AT EACH SIDE OF JiW5 AND MULLION D4 = (4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION A5 - (5)) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 85 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 (5))) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION AB (6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION C6 (ANCHORS TYPE BAT EACH SIDE OF JAMB AND MULLION )6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B7 = (7) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION -ALL OTHER, ANCHORS TO. BE SPACED AS PER -ELEVATION.. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWLD. ��� �� 4" TYP. 4` TYP. 4 TYP• 4• TYP. i FF-I TYP. TYP. TYP, h� TYP. A4. @4 C4 A@, B5 C5 L"L_G_4 AZ. B • • + • . • • •• . • • . • • ANCHORS -1 oj,j-y.� g0 1 • • • • • • • • • N0. 70592 • • • • • • • s • • F •.droWng no. - - - - -#27000'•Si`,4,�0111ACj�i` _ eheet5.2of12} - FL`MINI n1�;,.r. .. • . • • • • • • • • Sealed 04-20-18 • • • • • • • • • • ••• • • • ••• • • DOOR MUIIJON LOAD CAPACITY-PSF SIDBllTE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD1' MULL. 'MDI' JAMB 'JDI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD8' MULL 'MD4 OTT. (+) Mr. (-) ERR. (+) INT. (-) EXT. (+) INT. (-) 13R. (+) INT. (-) 32 36 42 48 54 80 86-1/2rl 120.0 _ 120.0- 120.0 _-120.0 120.0 _ 120.0 v 120.0 120.0 120.0 120.0 0.0 120.0 0.0 120.0 120.0 _ 120.0 0.0 120.0 120.0 0.0 _ 120.0 120.0 _120.0 120.0 32 38 42 48 54 98-1/2 112.6 120.0 120.0 120.0 107.1 _ 120.0 120.0 _ 120.0 99.7 120.0 120.0 120.0 933 1200. 120.0 120.0 87.7 120.0 - 116.1�,- _ - 120.0 32 38 42 48 110-1/2 79.8 120.0 118.5 120.0 75.8 120.0 112.6 120.0 70.6 3.8_ 104.9_ 120.0 68.1 _ _1 106.3 i 98.2 � '-12060 MR. GLASS 45 1/2- MAX. 87 1/2- MAX. DOOR 7---DOOR WIDTH DOOR WIDTH SEPARATE APPROVAL I I ___ _________ OR .,J OR /, 11 / II �' V 'F.R'I I IILi 'N 43 3/4- ..DELETE WIDTH A X INTERMEDIATE SIDELITE WIDTH 85 SI3/4- MAX. SEE CHART CL TO CL DIMw' "HORIZONTALS -�� OPTIONAL SEE CHART CL TO CL DIM. DOOR MULLION LOAD CAPACITY-PSF SIDEIJTE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD1' MULL 'MDI JAMB 'JD1' MULL 'MD2 JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4 DR. (+) BIT. (-) DR. (+) INT, (-) EXT. (+) INT. (-) D(T. (+) INT. (-) 32 36 42 48 98-1/2 90.0 90.0 90.0 V �90.0 Bol _ o 0� 90V 90.0� '90.0 90.0 90.0 90.0 90.0 g00 90054 87.7 90.0 90.0 32 38 42 48 1/0 1/2 79.8 20.0 90.0 90.0 75.8 90.0 90.0 70.6 solo solo solo 68.1 90.0 90.0 90.0 32 38 42 48 1 114 f 72.6 90.0 90.0 90.0 Bolo __ 89.1 64.3 g0.0 80.0 solo 90.0� _ 90.0 60.2 1 90.0 20.0 _ _ 90.0 32 36 42 44 120 _ 82.3__ 90.0 90.0 90.0 59.2 _ 55.2 51.6 -� _ 90.0 90.0 90.0__ 88.7 T - 83.0 1 89.1 83.4 90,0 --~90.0 MR. GLASS 45 1/2 MAX. DOOR DOOR WIDTH SEE SEPARATE APPROVAL j I l OR / g� rr u ,a = x d \aa I -41 Lg._¢__� 43 3/4`MAX. E JTE WIDTH E CHART CL TO CL DIM. 12) t tl 13 13 >�I • • • • • • • • V JAMB 'JDI' JAMB M. JAMB '13' MULLION 'MDI MULJION 'MD2' MmOI• tie • • UULJON dMD4' • N- r5i 9/'J� Iz 6i4 Sz W"1� __ [w'3 11i N 4 Sz IN 3I ((Fz ,M4 Sz II(']! • • -it W 4 Sz a 0 • �!t I191'{ •z IN"] 70 12.7226� 108577 3.8057 �t7MINOi[ 11610 2.7228 �67195y2.6757 (10.8072 4.4788� FALU1(IN[l� • ,f.�7195.2 �5� �ALUNf_Pf[JV _0t..8.71•S It.6757 C9TEEL �.•._ ..._• _ __ _ 1.379�3 �"68 i STEEL 2.7506 11.2 24 '- •- �7fJ�06- .l14 8}EEF, • d /WY + b 51L,Y 7J.,14.5467 b M1JY i 6 4M1 % 29 14.6962 l y� b m • o -FL j DOOR -WINDOWALL [,.TRANSITION MULLION l..__A Q�d 1 ' m g D AN (_ No.701992 a Sealed 04-20-18 ••• • • • ••• • • DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF r- U JAMB 'JD2' JAMB 'JDZ' JAMB 'JDI' JAMB 'JDI' JAMB 'JDS' JAMB 'JD3' JAMB 'JDI' JAMB 'JD1' JAMB 'JD3' JAMB 'JD3' NOMINAL DIMS. MULL 'MD1' MULL 'MD2' MULL 'MD3' MULL 'MD4 NOMINAL DIMS. MULL 'MDI' MULL 'MD2 MULL 'MD3' MULL 'MD4' aD WIDiN (W1) WAIN (W2) i6,ac HDRU DOW HOIX9 OR{+ IXT ♦ IXT. t IXT. +) Wn (WI) N M (•2) iIL11E ND.If 6D09 IFIGIf OR. + EXT.(+ E%f.(+ OR.(+) Z V i MCMEZ O CIQ MCHLB INCHES M. - M. - IM. - MT - IWoZ too 1cm MCH6 1W M. -) O I 30 90.0 90.0 90.0 90.0 Jo 84.6 90.0 90.0 90.0 2 -- -- - 1 35 90.0 90.0 90.0 90.0 36 ,� 78.6 90.0 90 0 90.0 .. �_.._ o 42 90.0 99.0 90 0 90.0 42 73.4 90.0 90 0 90.0 ^ 3 4a 96 90.0 90.0 90.0 90.0 ^ 4a me 90.0 89.7 20.0 OJ { O ` 54 I 90.0 90.0 90 Ow� 0 30 65-3/4 114 96 6e2 90.0 90 O 90.0 Q { 85.7 20.0 90.0 - 90.0 36 53.5 90.0 85.3 90.0 N t i t7 80 R 30 D0.0 90.0 90.0 90.0 42 59.5 90.0 80.8 90.0 V }�1q 35 86.9 - 90.0 _ 90.0 90.0 _ 48 56.0 90.0 78.3 90.0 W JOG' 68a 16 p4 t 42 102 81.5 90.0 90.0 90.0 30 55.5 89.3 78.0 90.0 48 76.7 90.0 - 90.0 - 90.0 36 ,p _61.9 --!!!--5^7M e8.0 O y 85-84 3/4 54 723 90.0 -89.0 20.0 42 48A 78.5 69.7 &1J O=1 a _]0 74.2 D0.0 90.0 90.0 4a 46.0 74A 68.2 79.1 o Z I { v 36 693 _ 90.0 ou 90.0 30 72.4 90.0__ 9010 90.0 3 ' ' 42 1� 65.4 "... - 90.0 64.4 90.0 114 67.2 -90.0 _90.0 90.0 Z U 48 51.7 J 90.0 - 90.2 90.0 442 67.7 90.0 65.9 90.030 I 60.2 90.0 a1.7 90.0 85-3/4 102 5"90.0 81.1 90.03614_90.0 ' 7.4 90.059.0 90.0 82.8 90.0 m Z tI T 53.3 85.a 73.4 e7.a 36 120 65.0 �88.4 77.7 90.0 ZZ 48 5M5 01.2 69.9 33.5 �42 u 51.5 82.5 73.3 a7.7 30 49.7 60.0 71.9 85.9 48 48.4 1 77.8 69.4 a3.0 s ~ 36 ,20 45.8 75.3 - 68.1 81.5 30 63.7 90.0 90.0 90.0 ' J;Z 42 44.2 713 64.8 77.4 3e 59.0 90.0 _A5.7 90.0 - a5-3/4 120 i1D-1/2 - - - MR. CLASS 48"- _41.9 67.5 61.7 73.8 _ 42 85A O::4 a0.4 90.0 - -DOOR 4 TRANSOM 30 90.0 90.0 90.0 90.0 40 51.5 alb 75.7 90.0 '- SEE SEPARATE APPROVAL g { w 36 Bob 90.0 90.0 90.0 42 102 86.6 90.0 90.0 90.0 ; _ O M 1 48 81.2 90.0 00.0 90.0 1 I_ _ _ __ I.E____ s s s { 54 76.5 90.0 90.0 90.0 iii r Ys== --i sas cc 30 79.3 90.0 90.0 90A � i X ' ` I--r�-�-___ s H % i �S}4Q�5 I Z y�1 36 74.0 90.0 90.0 �~D0.0 _.._ _�D) OR { 0 / 114 II %• j J 42 100 $9.3 00.0 a8.9 90.0 ! D. p / p { i \ A ' I NOR v� 48 83.2 90.0 64.3 90.0 85-3/4 ' !�!`` __ 52„ a0 _30 6J.9 90A a5.6 90.0 W V f`L.� II i 11 I k p 2 ]6 59.9 90.0 60.8 _ _ 80.0_ j ,I� %' N I M 42 114 58.3 90A 76.5 90.0 - /. I{, ! z _ _ A 4E 5].1 ffi.4 _ 72.7 66.9 i j\ r ,. + old ; 30 E4 04.2 1 74.5 69.1 48 y-�! i AIIHIILL \ \ I{II {I{ 4 36 970.5 84.3 120 9I 42 43 r O 43.6 70.5 63.6 75.SIKWMAX.E_CHA83/4. 12 13 121 13 13 (W2) DOOR WIDTH (WI) � � 1 1 ? I! 6 ; 6 3ri. 5 i II I 5 �3 s 3A} DOOR-iPINDOWALL I E o TRANSITION MULLION .0 0, :0) 0: �}•111"""• • •.• � tt-111�iiiiui��i,. JAMB 'JDI' JAMB 'JD2'JAMB 'JD3' MULLION 'lOJI' MULLION MD2' MULLION 'Y03' MUII•ION 'YD4 1_ II M'1 ISX IN 3� IZ Ili'L 192 IN" 3 . I: IN-4 9Z M'3 IZ N't7. 82 IN"3 �(Z M"4 r/Z 191'] • • _ ,�-• If1.1 I _� ! t SI IN 3� I_8.5702 �226 10 65 3 67 ' IAI.UYINU'L 8.570 2.7226 6719, �2.6757 •�10.8072 M 4 ALIIYINUY •_ 2._6757 , ALUMINUM 7195 2.8757 1 1� -, .. - - - • •--"A --• i.'"� 5Qj 1.224 876RI. 37533 1.868 drawing no. STE_EL___! 2.7506 1.2224 • • • • • • • 2#7 -�_._4 9 TOTAL 14.5467 • TOTAL • 1a.69&2 TOTAL �17.6041�-^.�__ i ••' O'-•'• lI,�wM+bmX29 • • •.XWY b*469 b:MLY�bSTLX29 \����5'••••.• ��/ 118-46F - AL h61Df12FL #27000 ;®,1-aeet. Sealed 04-20-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION READ ANCHOR LOAD CAPACITY - YSF DOOR UUWON DEAD ANCHOR LOAD CAPACM - PSF NOMINAL DIMS. 'C4' 'C5, 'CB' _ NOMINAL DIMS. 'C4' 'C0' 'CB' •iSTN (EI) NC1ES yA6M (w2) YKJEi rR9[ IEl•6 "ma 099R 'erg NIC16 W.(+) WT.(- E3a.(+) MT4(i EXT.(+) NR.(-) WON (in) N10*3 wim ON4 N70E5 iRVE NDOD N.ov mm XOWf Wallis EXT.(4 W. - pVf. -) EM. + Wf. - 65-3/4 ,10 98 84 W.8 55.0 90.0 90.0 _ 90.0 BOO 85-3/4 30 36 108 96 i I y 79.2 _90.0 _9 .O 36 J5.1 90.0 42 50.8 90.0 90.0--- 42 - 4a 715 89.3 _90.0 20.0 48 _77.0 73.6 90.0 900..�. W.1 852 90.0 54 90.0 90.0 30 114 76.4 90.0 90.0 ( 60 70.4 81140 90.0 J6 42 _72.4 90.0 90O ]O 102 56.0 90.0 90.0 68.8 a&O 90.0 }6 81.5 90.0 -90.0-- 48 ON 82.0 90.0 I 42 77.4 _ 90.0__ 90.0 90.0 90.0 _ 30 120 73.9 00.0 0" 48 73.3 69.9 87.4 90.0 54 70A B&O 90.0 42 66.4 632 03.0 90.0 30 36 108 82.7 90.0 90.0 48 79.0 90.0 78.1 90.0 90.0 - 85-3/4 30 36 ' 114 ( 102 74.9 90.0 90.0 _ '_ 42 74.3 90.0 - 90.0 90.0 71.0 88.8 90.0 90.0 48 70.8 88.4 42 48 67.6 84.5 _ 30 36 114 70.7 90.0 90.0 64.4 80.5 90.0 75.4 90.0 90.0 30 tT0 72.4 _ _90.0_ 90.0 42 71-5 W 89.4 85.0 90.0 90.0 J6_, 42 46 n 48 88.0 65.2 61.5 90.0 30 120 76.9 904 90.0 62.1 77.7 90.0 36 72.6 90.0 90.0 i90.0 85-3/4 30 _I -� 42 120 i 110-1/2 70.4 two 20.0 42 go. 88.1 �'• BJ.8 EO.i - 635 90.0 48 65.4 81.8 90.0 85-3/4 30 36 102 90 e4.1 90.0 90.0 48 is.9 Sao 79.7 _ 90.0 y 900 42 _ 75.8 72.3 69.1 9D.0 _ 90.0 _ _90.0 90.0 48 ' 54 88.4 90.0 30 1t` 3g 1 42 100 114 _ 80.9 76.7 90.0 90.0 90.0 90.0 72.9 90.0'�90.0 48 30 1�2 69.4 WA 90.0 78.0 90.0 90.0 73.9 _ 90.0 90.0 70.1 66.8 87�7 90.0 83.5 90.0 }O 120 1" 90.0 90.0 712 89.1- 42 87.6 84.5 90.0 48 64.3 1 80.4 90.0 r ••fir' ••• •• • • •S�'• ANCHORS TYPES: jd SHEL9r%4FOR DESCRIPTION • • • C4 - (4) ANCHOF(S•IYPE 'OI AT EACHSI(E Of DOOR MUWOpj C5 = (5) ANCHOF; T♦9PE 'G 4T &CF Silt (W 10000MLION • • Ce - (6) ANCHORS•TYPE 'G• AT EACH SIDE &-CeM M(lE_RNI • • • ALL OTHERANCHORS TO 13E SPACED AS PER ELEVATION. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -CD T OR OR E) SIDELTTE WIDTH SEE SEPARATE APPROVAL ------------- y X14 It •%• N 1 II%• -- I rl 85 3/4MAX. I DOOR WIDTH (Wl) •I !� II I TRANSITION MULLION ANCHORS L @I iII �4' AT SILL ALL CASES ��` .. • p&cM. 0 o� �P.•v. �" a NO. m59z A I f k drawing � no. 18-46F� FL #27000111 110./ fsh6et 7_oi121 oesie0 u4-Lu-1a TYPICAL ANCHORS SEE 0XV. FOR SPACING ^�.16Y WOOD BUCKS a . EDGE OAST,�- 1+I� O II m�•�n� 1 I �=1W i9rc I. II 9 C L i C v EDGE DIST. TYPICAL ANCHORS / { SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD B SILL i j NT TYPICAL ANCHORS: SEE ELEV. FOR SPACING (TYPE 'A'- 1 /4' DIA ULTRACON BY 'ELCO (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2' MIN. PENETRATION INTO WOOD THRU 10Y WOOD BUCKS INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4- MIN. EMBED INTO CONIC. ANCHOR EDGE DISTANCES L — INTO CONCRETE AND MASONRY= 2-1/2" MIN. — — - INTO WOOD STRUCTURE = 1' MIN. F- - - - - - - - - - - - TYPE 'B'- 1/4" DIA KW1K CON II BY 'HILTI(Fu-163 KSI, Fy-157 .11 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONIC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. L — INTO WOOD STRUCTURE _1" MIN. — — — — - FTTYPE -C.- jf16" DIA ULTRACON BY 'ELM' (Fu-177 KSI, Fy.155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2- MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4- MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONIC. ANCHOR EDGE DISTANCES L — INTO CONCRETE AND MA- 1- = 3' MIN. — — — - INTO WOOD STRUCTURE 1-- MIN. TYPE 'p'- 1/4' DU. TEKS OR SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STE0. IN CONTACT WITH ALUMNUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE m 1/2- MIN. WOOD AT HEAD. SILL OR JAMBS SG . 0.55 MIN. m • • • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'e . 3000 PSI MIN. I "�' w • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. OiU�rc • •• • • • • • • ••• • • • • • • • • `-jj1111111 /1j-,//, �'t � °'� •• ••• •• • • • •• � Pam" � ii` ;` ��;.•N II _ SEALANTS: T .s\•ALL FWE CORNE S, JOINTS, MULLION SEAMS AND PERIMETER OF ND.70592 %AANG•BEAD TO 6RAYSEALED WITH SILICONE SEALANT.INTERIOR FlAISHLE•• • F—•-U—CKO "•`r`•-: 7 -NOT BY MROGLASS • • • I *000 BUCKS AND ME05AL•STRUCTURES NOT BY E.S. WDW. \\ O TI / ILLUSTRATIVE ONLY • • \i�9 •'••.... MUST %UPPOR'r LkiiSOS IMPOSED BY GLAZING SYSTEM AND RIOT.•'°�'G�\ �� TRANSFER THEM TO THE BUILDING STRUCTURE_FL #`�%OOO "<C�i"®OdVAl.\`— yfffl�ltlll% 000 • • • • • • • • Sealed 04-20-18 IS U IRS i N II aS�i.{ut N�N ak • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - -4ftu !z • Imi F q `� �JI yOI � r o � i9 0 It U n J Z N 3 Y ¢¢N x TO � Go °D o �]Z LL.NiI�NOW 1111 � drawing no. 18-46F 3/8" MAX. _ SFIIM SPACE SEE ELEV. k 1 FOR SPACING 1BY WOOD SUCKS- ! --- ::7- J,4 1 In I - a WI Y� wjtj a 3 I I WITHOUT REINF. OSEE SHEETS 3 k 4 FOR CAPACITY D.L. OPG. EXTERIOR JAMB ANCHORS L-ANCHDRIED JAMBS OPTIONAL DO NOT REQUIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS 1/4" DLA. BOLTS WITH NUTS GAP ALUM REINF. 3 k 4 SHEETSOR O AT 8' FROM ENDS AND 18-1/2` O.C. MAX. ALUM REINF. O SCAPACITY 4 1-1/Q" MAX. FSEE CAPACITY FOR 1/4' -MIN. II I it II � . II 11 11 II • II 11 e II � II _ s II II - . it j I • n D_L OPG • FINISHES _ NOT BY MR. GLASS ILLUSTRATIVE ONLY •• ••• • • • •• -0-D.L. OPG. • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • ••• • • • • • .• . . • . . . . . . • 0% .. .• . . . % •. ••. • 1 JAMB ANCHORS .OPf10MAL SEE ELEVATIONS f FOR SPACING i. e 1 STEEL REINF. nSEE SHEETS 3 k 4 M. !`ADA!`RV FL #27000 1/4` MAX. SHIM SPACE SEE ELEV. a r- �� a FOR SPACING I fz � m METAL •i -STRUCTURES i O: 0 " I I � i L) �4z ml t; vi JAMB ANCHORS I OP ION& ( ' 1. SEE ELEVATIONS Z FOR SPACING ! 3'-vt IS w� sz- o f z �,S' NO v '�in'I�aO g All N0. 70692 1, p " drawing no. ..• �OPew1G' ,�` 18-46F D.L OPG.—i TRANSOM APPROVED UI RGE MISSILE IMPACT RESISTANT � TRM150M 1 1 J I L—� 1 I I .L-2-L OPO.— WITHOUT REINF. SEE SHEETS 6 k 6.1 --____________.I I FOR CAPACITY I 1 I /' ----------- I ------------- I 5 I i i F.B.C. APPROVED ' LARGE MISSILE IMPACT RESISTANT DOOR _ J L ----- ___ h -- I F - -----i IT - I L.. `-1----------- ----------- ----------- ------------- LEAF�i1_. WIDTH STEEL REINF. ------------- ( S1 SEE SHEETS 6 do 6.1 I `_l MR rJPAMY I I i 1 I i F B.C. APPROVED 1 .ARGE MISSILE IMPACT RESISTANT DOOR , I • • • • _, S __� y___________- __ ____ --�� ••• • •_-• c�♦� • • - - - - - - - - - - • • / j1\ I/r'E== ==y L21 _0,0--j • ♦..�: • • 1C'�L -.--- • ♦ • _- --____J ._... I D.L. OPG... I • • i�ANCHORS TYPE •C' { '-SEE SHEET 7 FOR CAPACITY GoSEE ALUM REINF. SHEETS 6 k 6.1 —__________-� FOR CAPACITY I I __ _J 1 , I F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR j ----------------J II I I 1 1 1 I ry------ L 1��-----------U�__...il F, ---__ �.=-.I_____J 1 _________________________.I /' 11 STEEL REINF. _______-____� G SEE SHEETS 6 h 6.1 1 FOR CAPACITY + ---------- I I 3 F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR + --------� --------------- 4;pI ; • �L, , 1 ------------- fill _• - - II I I I • ••,, --------n-15•_1:�1 nasal • •---------------------J -----J I' U �- . 1 , I I I i 1 ea F y/ p � 4a NN r l i 111(({+++7771711 g `` C a • d • a C / FOR CAPACITYE O mIpp SEE SEPARATE APPROVAL FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. Lj v ' W10 IZ' M N I Z n co —FL- oc NO. mm-• � �I �. Ili drawing no. • • • • • • • • • • • • Sealed 04-20-18 • •• •• • • • •• •• ••• • • • ••• • • ■ WE IIIIIIIIf'A ■® 3.984 O HOLLOW FRAME HEAD/SILL ,A OPEN BACK FRAME HEAD/SILL O INTERMEDIATE HORIZONTAL i 082 IYP. 000 O4 GLASS STOP 1.750 88 125 TYP. 4.ODO 1 5.000 3.750 1 I 2.150 PERM NO. PART NUMBER QUANTrry DESCRIPTION MATERIAL MANP. SUPPLIER/REMARKS 1 tA ESBOQ5 E56007— AS REOD. AS REOO..�OPEN HOLLOW FRAME HEAD/SILL 6003-T5 - - BACK FRAME HEW/Sal 6063-TS 2 ES8004 AS REOD. INTERMEDIATE HORIZONTAL 6063-T6 3� ES8001 AS READ. _ FRAME JAMB/MULLON 6W5-T5 - ��- 3A 4 - AS READ, DOOR MULLION 6005-T5 6063_T5 . - - ESS006 AS REW. GLASS STOP..- !— 5 ESB002 AS READ. MULLION SNAP -IN MATE SHEAR CLIP -� BOOS-T5 - 8 E58003 AS READ. 6OD5-T5 - 7 - AS REGO. .INTERIOR BULB GASKET _ SPACER/54.ICONE STOP .m NNYL - 8 ES8009 AS READ. VINYL - BA 9 - ES-5011A ! AS REGD. BUTTON BUMPER - -._. SILICONE OUROMETER 85*5 SHORE A 10 - 2/ LITE 3/I 18' X 1/2' % 2- LONG SETTING BLOCK. AT 1/4' POINTS ASSEMBLY SCREWS PHSMS Y EPDM DUROMETER 8535 SHORE A 11 jf12 K 1-1/2'14/ CORNER STEEL - 72 �t7 - AS READ. MULLION STIFFENER 6005-— STEEL �I - - � AS READ, MUWON REINFORCING CHANNEL MUWON REINFORCING BAR 14 - AS READ. FRAME JAMB/MULLION i-1750 t 1.472 578 ! .253 125 TYP. 094 TYP. 3.368 I 3.738 5.000 3.750 p I 4.534 I I i .t24- ��1s76-a .206 OO MULUON SNAP -IN MATE Oo DOOR MULLION 72 STIFFENER -^j.578 1.000 F'- .188 .156 v •• • • • ••• • 3J36 • • 3.224' • • • • • • •1 4.000 • • 9•STEEL REI_N_F0R_fCING 14 © SHEAR CLIP 36 KSI MIN. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f����'•''�ceNSF'• �'�\ RI� 1 II No.7M2 ,� $ 1 - a drawing no. - FL 27000`��''/®�lAt ��C�%✓/ i_18-46F ! - '�fN1i1111�'� ahe6tiloft Sealed 04-20-18 Jo - i 5/8- x 1/8• ALUM PLATE r-WNT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OF JOINT 5/16 % , X 1/8' ALUM ANGLE BENT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OF JOINT /12 x 1/2- J/ FN SMS P f_ - �d • I !I N TI t QNMm�. y a M 00 C rn3�Y zi J moo ..... • .. ::��J�.AN,,:,, ,, �P••;J�+�•••.. =a � � � it • • • • • • i •� No. lose¢ • • • • • • • • • A S ; drawin no. 000 • • • • • • i i i . ZR lQUARE CORNERS p� : \ ` 9 ,.sue........% 18-46F FL #27000 ••• • • • ••• • • i EaSy Sea IS ASCE,74O,Qei5ign Wind Loads _ For WaB'Cliinipau*eilt'i d0adding ,err• easMals.ccim . . • . . • Wind Pressurl [psi] irdh�fe &1& Alibwable Stress Design Wind speed v = 180 mph Exposure'C' ASD Load Combination Coefficient; 0.6 Kzt • 1.0 Kd - 0.85 Enclosed Bldg GCpi ■ 0.18 Mean - Triburary area at least... - 60 sq ft ' - Triburary area'at least... 80 sq ft Triburary area at least 100 sq ft _ Triburary area at least • • • 120 sgff • Triburary area at least • 11I0 sq ft Triburary area at least 2DO sq ft Triburary area at least 250 sq ft Triburary area at least 300 aq ft Roof Height Zone 4 ry r Zone 5 or r Zone 4 (interior) Zone 5 o er Zone 4 l e i Zone 5 e (Corner) • Zope 4 • {I� I 1 ter orWar • Zone 5 • 21ene 4e erio fat r) Zone 5 r (Corner) Zone 4 IM or Zone 5 (Comer)ter Zone 4 Zone S Omer Zone 4 linteriorl Zone 5 (Corner) 15 ft +37.4 -41.0 +37.4 -46.9 +36.6 -40.2 +36.6 -45.3 +36.0 -39.6 +36.0 -44.1 +3S.5 -39.1 +3S.5 .43.0 +34.7 -38.3 +34.7 -4L5 +34.1 -37.7 +34.1 -40.2 +33.5 -37.1 +33.5 -39.0 +33.0 -36.6 +33.0 -38.0 16 ft +38.0 -41.6 +38.0 -47,5 1 +37,1 -40.8 +37.1 -45.9 +36.5 -40.2 +36.5 -44.7 +36i0 j9.1 *36.01@Q.6 a3b.2 -&W +35.2 42.0 +34.6 -38.2 +34.6 -40.8 +34.0 -37.6 +34.0 -39.5 +33.5 -37.1 I +33.5 -38.5 17 IN +38.4 -42.1 +38.4 -48.1 +37,6 -41.3 +37.6 -46.5 +37.0 -40.7 +37.0 -45.2 +KS 4W, •+30.5 W4A 035.7 -99 4 +35.7 -42.6 +35.0 -38.7 +35,0 -4L3 +34.4 -38.1 +34.4 -40.0 +33.9 -37.6 +33.9 -39.0 18 ft +38.9 1�1 42.6 +38.9 48.7 +38.1 41.8 +38.1 47.1 +37.4 41.2 +37.4 1-45.8 �1D.1 •+�91i4a t,1 98 +36.143.1 +35.5 -39.2 +35.5 L8� +34.8 -38.6 +34.8 -40.5 +34.3-38.0 +3 59 20 ft +39.8 -43.6 +39.8 -49.8 +38.9 -4.1 +38.32.1 +38.3-46.8 +37.7 41.6+37.7 -45.7 +36.9 -40. +36.9 -4.1 +36.3 -40.1 +36.3-42.7 +35.6-39.4 +35.6-41.4 +35.1 -38.9 +35.1 -40.4 22 ft +40,61-44.5 +40.6 -50.8 +39.71-43.6 +39.7 -49.1 +39.142.9 +39.1 -47.8 +38.5-42.4 +38.51.46.7 +37.7 4L5 +37.7-44.9 +37.0-40.9 +37.0-43.6 +36.3 -42.3 +35.8 -39.7 +35.8 -41.2 24 ft +41.3-45.3 +41.3 -51.7 +40.51-44.4 +40.5-50.0 +39.843.7 +39.848.6 +39.2-43.2 +39.21-47.5 +38.3-42.3 +38.3 -45.8 +37.7 -41.6 +37,7-44.4 +37.0-43.1 +36.4 -40.4 +36.4-42.0 25ft +41.7145.7 +41.7 -52.2 +40.81.44.8 +40.8-50.4 +40.1-4.1 +40.1-49.1 +39.6-43.6 +39.647.9 +38.7 -42.7 +38.7 -46.2 +38.0-42.0 +38.0-44.8 +37.31-41.3 +37.3 -43.4 +36.8 -40.8 +36.8 -42.3 26ft +42.046.1 +42.0-52.6 +41.1-50.8 +40.5-44.5 -+40.5 -49.S +39.9 -43.9 +39.9 -48.3 +39.0 -43.0 +39.0-46.6 +38.3-42.3 +38.3 -45.2 +37.6 -41.7 +37.6-43.8 +37.1-4L3 +37.11-42.7 28 ft +42,746.8 +42.7 -53.4 +41.8 -45.9 +41.8-51.6 +41.1 -45.2 +41.1 -50.2 +40.5 -44.6 +40.5i-49.1 +39.6 -43.7 +39.6 -47.3 +38.9 -43.0 +38.9 -45.9 +38.2 -42.3 +38.2 -44.5 +37.6 -41.7 +37.6 -43.3 30 ft +43.3 47.5 +43.3 -S4.2 +42.4 -46.6 +42.4 -52.4 +41.7 -45.8 +41.7 -51.0 +4L1 -45.3 +4L3 -49.8 +40.2-44.3 +40.2-48.0 +39.5 -43.6 +39.546.6 +388 42.9 +38.8-4S.1 +38.2 -42.3 +38.2 -44.0 32ft +43.948.1 +43,9 -55.0 +43.0-47.2 +43.0 -53.1 +42.3 -46.5 +42.3 -51.7 +41.7 -45.9 +41.7i-50.5 +40.7 -4S.0 +40.7-48.6 +40.0 -44.2 +40,047.2 +39.3 -43.5 +39.3 -45.8 +38.7 -42.9 +38.7 -44.6 +44.5 48.7 +44.5-55.7 434 +43.5-53.8+42.8 7.1+2.8 -52.3 +42.2 -46.5 +42.2 -51.1 +41.3 45.5 +41.3 -49.3 40.54.8 40.5 .47. +39.84.1 +39.8-6.3 +39.2 3.534ft +39.2 45.1 35 ft +44.7-49.0 +44.7 -560 +43.8 -48.1 +43.8 S4.1 +43.1 .47.4 +43.1-52.7 +42.5 -46.8 +42.5I-5L5 +41.5 -45.8 +41.5 -49.6 +40.8 -45.1 +40.8 -48.1 +40.1-44.3 +40.1-46.6 +39.5 -43.7 +9.5-45.4 36 ft +45.0I.49.3 +45.0 -56.4 +44.1 -48.4 +44.1 -54.4 +43.3 -47.6 +43.3 -53.0 +42.7 -47.0 +42.7 -51.8 +41.8 -46.1 +41.8 -49.9 +4L0 45.3 +41.0 -48.4 1 +40,3 -44.6 +40.3 -46.9 +39.7 -44.0 +39.7 -45.7 38 ft +45.51-49.9 +45.5 -57.0 +44.6 -48.9 +44.6 -55.1 +43.8 -48.2 +43.8 -53.6 +43.2 -47.6 +43.2 -52.4 +42.2 -46.6 +42.2 -50.4 +41.5 45.9 +4L5 48.9 +40.8 45.1 +40.8 -47.4 +40.1 -44.5 +40.1 -46.2 40 ft +46.01-50.4 +46.0 -57.6 +45.1 -49.5 +45.1 -55.7 +44.3 -48.7 +44.3 -S4.2 +43.7 -48.1 +43.7 -52.9 +42.7 -47.1 +42.7 -SLO +41.9 -46.4 +41.9 -49.5 +41.2 -45.6 1 +41.2 -48.0 +40.6 -45.0 +40.6 -46.7 42 ft +46,5 1.51.0 +46.5 -58.2 +45.5 -50.0 +45.5 -56.2 +44.81 49.2 +44.8 -54.7 +44.2 -48.6 +44.1 -53.5 +43.1 -47.6 +43.1 -51.5 +42.4 -46.8 +42.4 -50.0 1 +41.6 -46.1 1 +41.6 -48.4 +41.0 -45.5 +41.0 -47.2 44ft +47.0 -51.5 +47.0 •58,8 +46.0 -50.5 1 +46.0 -56.8 +45.2 -49.7 +45.2 -55.3 +44.6 -49.1 +44.6 -54.0 +43.6-48.1 +43.61-52.0 +42.8 -47.3 1 +42.8 -50.5 1 +42.0 -46.5 1 +42.0 -48.9 +41.4 -45.9 +41.4 -47.7 Oft +47.2 -51.7 1+47.2 -59.1 +46.2 .50.7 1 +46.2 •57.1 +45.41-49.9 +45.4 -5S.5 +44.8 -49.3 +44.8 -54.3 +43.81-48.3 +43.8 -52.3 +43.0 -47.5 +43.0 -50.7 1 +42.2 -46.8 1 +42.2 -49.2 +41.6 -46.1 +4L(S1-47.9 46 ft +47.4 -5L9 +47.4 -59.3 +46.4 -50.9 +46.4 -57.3 +45.6 -50.2 +45.6 -55.8 +45.0 -49.5 +45.0 -S4.5 +44.0 -48.5 +44.0 -52.5 +43.2 47.7 +43.2 -50.9 +42.4 47.0 +42.4 49.4 +41.8 46.3 +41.8 48.1 48ft +47.8 -52.4 +47.8 -59.9 +46.8 -51.4 +46.8 -57.8 +46.0!-50.6 +46,0 -56.3 +45.4 -50.0 +45.41-55.0 +44.4 -49.0 +44.4 -53.0 +43.6 48.2 +43.6 .51.4 1 +42.8;-47.4 +42.8 -49.8 +42.2 46.8 +42.2 48.5 50 ft +48.2 -52.9 +48.2 -60.4 +47.2 -51.8 +47.2 -S8.3 +46.4 i-51.1 1 +46.4 -56.8 +45.8 -50.4 +45.8 -55.5 +44.8 -49.4 +44.8 -53.4 +44.0 -48.6 +44.0 -51.8 +43.2 -47.8 +43.2 -50.3 +42.5 47.2 +42.5 -49.0 52 ft +48.6 -53.3 +48.6 -60.9 +47,6 -52.3 +47.6 -58.8 1 +46.8:-51.5 1 +46.8 -57.2 +46.2 -50.8 +46.2 -55.9 1 +45.1 49.8 +45.11.53.9 1 +44.3-49.0 +44.3 -52.3 +43.51.48.2 +43.5 -SO.7 +42.9 -47.5 +42.9 -49.4 54 ft +49.0 -53.7 +49.0 -61.4 +48,0 -52.7 +48.0 -59.3 +47.2 i-5L9 1 +47.2 -57.7 +46.5 -51.2 +46.5 -56.4 1 +45:5 -50.2 +45.5 .54.3 1 +44.7-49.4 +44.7 -52.7 +43.9 -48.6 +43.9 -51.1 +43.2 -47.9 1 +43.2 i-49.8 S5 ft +49.2 -53.9 +49.2 -61.6 +48.2 -52.9 +48.2 -59.5 +47.4 -52.1 +47.4 -57.9 +46.7 -51.4 +46.7 -56.6 +45.7 -50.4 +45.71-54.5 +44.9 -49.6 +44.9 -52.9 +44.01-48 .8 44 +.0 -51.3 +43.4 -48.1 +43.4 -50.0 S6 ft +49.4 -54.1 +49.4 -61.8 +48.4 -53.1 +48.4 -59.8 +47.5 -52.3 1 +47.5 •58.1 +46.9�-51.6 +46.9 •56.8 +45.8 -50.6 1 +45.8 -54.7 +45.0 -49.8 +45.0 •53.1 1 +44.2 -49.0 +44.2 -51.5 1 +43.6 48.3 1 +43.61-SO.1 58 ft +49.8 -54.5 +49.8 -62.3 +48.7 -53.5 +48.7 -60.2 +47.9i-52.7 1 +47.9 -58.6 +47.21-52.0 +47.2 -57.2 +46.2 -51.0 1 +46.2 -55.1 +45.41-50.1 +45.4 -53.5 11 +44.5 .49.3 +44.5 -5L9 +43.9 -48.7 +43.91-SO.5 60 ft +50.1 -54.9 +SO.1 -62.8 +49.1 -53.9 +49.1 -60.6 ll +48,2 -53.1 1 +48.2 -59.0 1 +47.6 -52.4 1 +47.6 -57.6 +46.5 -51.3 +46.5 -55.5 +45.7 -50.5 +45,7 -53.9 +44,9 49.7 +44.9 -52.2 +44.2 49.0 1 t+44.2 -50.9 • 'Da 'a conforms to the Florida Building Code Gth Ed (2017). • Tabuleted design wind loads are based on ASCE 7.10 specifications for components and cladding based on design criteria as noted herein. • where this document Is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, ate.) shall be verified by the contractor & building official prior to construction. • This specification may be used In conjunction with engineering under nparete certification (by this engineer or by others) using Allowable Stress Design(ASD). • Refer to the sbove•noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, 0200, Boa Raton, FL 33432 • Wind Spa" noted above Is ultimate dasian wind speed (3-second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof Might shall be used, except that eave height shall be used for roof angle Ian than or equal to 3D". Round up to values shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope S 10' has been considered. - Tributary Area noted In table (effective wind area) Is equal to the minimum of (height x width) or (ht x ht / 31. Round down to values shown. • Zones 4 & 5 ("fnterlor" and "comer" zones, respectively) are as shown to the right, where the dimension "a' Is the minimum of 10% of the building's least horizontal dimension or 40%of the mean roof height, but never less than T-V or 4%of the least horizontal dimension. • This specification is valid only for use with structures NOT located In the upper one-half of an Isolated hill, ridge or escarpment, • This specification is valid for use with buildings of any Risk Category, Including essential facilities and buildings or other structures that represents substantial hazard to human ph in the event of failure. • Design is based on structure classifiatlon as Enclosed Bldg Copyright 02019 Easy Seals rev 0719 a n n Z-4 g� 4 �a Neigh Moen WHO: teak hfeigltt Valid only it engineer's sienaturei& raised seal Jul FL PE #67382 TA #31124 Doc No. AIOLL180C W—.— P. 'j— Numb= ,J O O 2 w Z m U 0 OD _ �m W r- �m w J ° Q IL a 0 W O a LL = 0 F- w - �_ 0 (1) z a O L Z N +.Jett N.I. ST. 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