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REV-17-244PE'4 1'31L& BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201q Master Permit No. n �5J -8- ''tt Sub Permit No. M� I� Zu�-t El BUILDING ❑ ELECTRIC ❑ ROOFING 54 REVISION ❑ EXTENSION El RENEWAL ❑PLUMBING D MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ` 61 City: Miami Shores County: Miami Dade Zip: 33/ Cif Folio/Parcel#: 442. 3,60o+0300 Is the Building Historically Designated: Yes NO X. Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): P41 -"C6 Leo F. 00-1-70 Phone#: X86 656 °158 Address: (% ( /V E Ivo S-r- city: rcity: m i A/vi i i-ko S State: 4O OA- Yi 1i Zip: 331 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 0r AJ Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: / City: State: Zip: Value of Work for this Permit: $ 450 Square/Linear Footage of Work: (t7 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace p ❑Demolition Description of Work: avia (TgoTN eS Tiev 6J Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) -, t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. OWNER or AGENT The foregoing instrument was acknowledged before me this 31 day of TO, r\ , 20 1 by Pcl %IQ 500+0, who ispersonally known to me or who has produced S300-0 Q GI - 1- KO identification and who did take an oath. Pin r a NOTARY PUBLIC: Sign: Print: Seal: ,r,,';, 04 EXPIRES; November 2, �4`. a Public UndeNVriter8 o,,. Bonded Thtu NotsrY ir Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 . by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY— I II Plans Examiner Structural Review (Revised02/24/2014) Zoning Clerk W i AiDo DEPARTMENT OF REGULATORY AND ECONOMIC RESO BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AWP Windows and Doors, LLC 8130 NW 74aAvenue Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY RODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration . date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "1700 Impact View" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series -1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 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 e¢iiiv .1g3A. jhgl�l;bg jrgtiided to the user by the manufacturer or its distributors and shall be available for taspdclidn thd jdlEt bite'at the request of the Building Official. This NOA revises NOA# 13-0430.0lfand cansisMs this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was rdvitfiled bPCIau[uei •.. . • • • • .. ....... • ... •• • %011, •••• • • • . • • • • . . .... • • • • .. . •. • • .. . • ...... . .... .... . .• ... . . NOA No. 15-0130.03 Expiration Date: April 29, 2019 Approval Date: July 09 2015 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105, titled "Series -1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8413, dated 06/15/15, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA# 05-0311.01) 3. 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 aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Referencjt.?,t Pq A irX f iaas 6types C & D). (Submitted under MiA#'05:0317.D1j': '. • ... ... • ... . • . .. • .. • • . •. . • • • • ° .. .. . •. • • •.. . • ... • • ... • . • • •.. •. •• • • • • • • • . • • • . • . ... E.1 . . • • .. •.. . • . .. •. ... • • • •.. • . Manuel Pere Product Control Ex er NOA No. 15-0130.03 Expiration Date: April 29, 2019 Approval Date: July 09 2015 AWP Windows and Doors. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 06/19/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacitec PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated June 22, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 14-0777 issued by the Product Control Section, dated September 8, 2014, signed by Manuel Perez, P.E. 3. Asset purchase agreement dated March 20, 2014, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Maris, Jr., President and C.F.O., AWP Windows and Doors, LLC. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated April 20, 2015, signed by Mr. Kevin Barrett, Chief Financial Officer, Trulite Window & Door Solutions, LLC. 5. Statement letter for Name Change Request dated July 15, 2014, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering. G. OTHERS 1. Notice of Acceptance No. 13-0430.09, issued to Trulite Window & Door Solutions, LLC for their Series "1700 Impact View" Aluminum Single Hung Window -- L.M.I., approved on 08/01/13 and expiring on 04/29/19. .. ... •. •. •. •. •. .. . • . • • .. ... .. . . • .. • ... ... • ... . . •. . .. • . • • • . . • • . • . . • • .. .. . .. • . ... . • ... • • ... . . . . ... • •• • • . •. •• • • • • • . •...,E ..2 . • • • • • • . . . . . • .. .. • • •• .. .. ... • • • ... . • Manuel Pe E. Product Control ' :: ner NOA No. 1 30.03 Expiration Date: April 29, 2019 Approval Date: July 09 2015 8' MAX HEAD CORNERS 10 1/4' HNC AT HEAD Q C II 11 11 11 /• 11 1 7y I '/ 0 II e II 11 4 11 u D 1n O FALSE HUNTS& MAYCE /PPUED) BEE USED :AY MIIS. STILE ENDS AT 3-3/4. 0.C. WINDOWS WITHOUT SILL ANCHORS FOR CAPER SERIES -1700 IMPACT VIEW ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI—DAD E COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND 1tSILU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 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 FLORIDA BUILDING CODE. 47 1/4' D.L. OPG. SO 1/8' VENT WIDTH 53 1/8• WINDOW WIDTH a 6' MAX HEAD CORNERS lox AT HEAD L co kg — Rzi 1 L1 -, FALSE MUNTINS (SURFACEU APPLIED) (3) ANCHORS AT FRO. STILE ENDS AT 3-3/4' 0.0 TYPICAL ELEVATION$ 6' MAX. SIU. CORNERS WINDOWS WITH SILL ANCHORS SEE SHEET 3 FOR CAPACRIES 10 1/4' MAX. SILL 47 1/4' DA. OPO. 50 1/8" VENT WITH 53 WR W WIDTH • • f-• • • m1 • • M• • ••• • •••• • • •••• ••• • ••• • •••• • • • • • •• • • • •••• •• •• • • • • • • • • • • • •• • • • •••• • ••• • THESE WINDOWS ARE RATED FOR SHUTTERS ARE NOT REQUIRED. LARGE & SMALL MISSILE IMPACT. DWfn N y NSWFl CAIN. 3538 2 PRODUCT REVISED) as complying with Wo Plod& Building Cada Acceptance Na %S-or30,a��3n9 1 1011D01a.AW:1vti Fvl • s • Eg Zrc 2 6 0 el 6 1 1 [drawing no. W03-105 sheet 1 of 6 ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • . ti 3/18• ANN. GLASS 090' Interlayer Safleu Clear And Color Glass By 'Eastman Chemical Co.' 3/18" NEAT STREN'D GLASS 3/18" HEAT SIREND GLASS 090" Interlayer SoIlex Clem Md Color Glass By 'Eastman Memkal Co.' 3/1r ANN. GLASS 3/16" HEAT STREN'D GLASS BULB VINYL YH-822 SILICONE CORNINGDOW 1199 4� SCHNEE MOREHEAD 5731 GE 2800 ;ld r t AT 1/4 FONTS ON LINES WADER THAN 38' ONLY GLASS TYPE 'A' 1/8' TEMP. GLASS DURASFAI. SPACER BY 'QUANOP 1/4' AIR SPACE 1/8' HEAT STREN'D GLASS 090' Interlayer Satex Clear Md Color Glass By 'Eastman Chemical Co.' 4 :o n BULB VW. YH-822 SILICONE DOW CORNING 1199 GE 2800 ISSCHNEE MOREHEAD 5731 .090' Interlayer DuPont Butaolte PM Ely 'Rummy America. Inc.' 3/18' HEAT S AEW° GLASS BULB VINYL YH-622 SILICONE DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5731 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES WIDER THAN 38' ONLY GLASS TYPE 'D' WIDER THAN 38' ONLY GLASS TYPE 'C' 1/8" HEAT STREW() GLASS BULB VINYL TH-822 SILICONE DOW CORNING 1199 GE 2800 CORNNG 995 1/8" ANN. GLASS OURASEAL SPACER BY 'QUANEX' 4 1/4' AIR SPACE 1/8' ANN. GLASS os0' Lntertoyer Saflox Clear And Color Gloss 8y 'Eastman Chemical Co.' 1/8' ANN. GLASS BULB YAWL YN-822 SILICONE DOW NG 1199 GE 2800 DOW CORNING 998 AT 1/44 POINTS I AT 1/4 POINTS ALL ALL SIZE GLASS TYPE 'E' GLASS TYPE 'F' GLAZING OPTIONS (9.18.1.) EXTERIOR PLY OF GLASS TYPE 'F' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT RATING. • • • ••• • • • • • • • • • • •••• •• • • • •••• •• •• • . • • • • • • •••• • • • • • • •• • ••• • PRODUCTREVISBD as complying wilt the Nod& Build4ngCode Acos*nee., No / 7sr• r „ i Dale 4 771[4 By M rl Bk Browing no. W03-105 sheet 20t g ) ••• • • • ••• •• • • • • • • • EQUAL U'IWS WINDOWS DESIGN IAAD CAPACITY - PEP WINDOW DIMS. GLASS TYPES 'A', 'C', 'D' OR 'E' GLASS TYPE UNEQUAL L77'BS WINDOWS DESIGN LOAD CAPACITY 1 WINDOW DIMS. 61689 TYPES GLASS TYPE 'F' WIDTH H CHT E%f.(+) SNL(-) TNT.(-) 810111 HEIGHT EIL(+) 1Nr.(-) Exf.(+) SNL(-) 19-1/8' 26-1/2' 32' sr 42' 48' 53-1/8' 28 (4) 80.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 78.0 75.0 90.0 140.0 76A 75.0 90.0 140.0 75.0 75.0 95.0 140.0 75A 75.0 90.0 130.9 78.0 76.0 19-1/8' 26-1/2' 32' 37' 42' 48" 53-1/8' 60-8/8' (7) 90.0 140.0 76.0 73.0 90.0 140.0 75.0 75.0 90.0 140.0 • 75.0 75.0 90.0 140.0 76.0 75.0 90.0 140.0 75.0 760 90.0 131.8 . 75.0 75.0 90.0 114.8 ' 75.0 75.0- 19-1/8' 5.0 19-1/8' 28-1/2' 32' 37' 42' 48' 53-1/8' 38-3/8" (5) 80.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 780. 76.0 90.0 140.0 76.0 75.0 90.0 140.0 750. 75.0 19-1/8' 28-1/2' 32' 37' 42' 63" (9) 90.0 140.0 75.0 75.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 900. 140.0 ' 75.0 75.0 90.0 128.5 75.0 75.0 90.0 114.3 75.0 75.0 18-1/8' 28-1/2' 32' 37' 42' 48. 53-1/8" 50-5/8. (7) 90.0 140.0 75.0 75.0 19-1/8" 26-1/2' 32' 74-1/4' (9) 90.0 140.0 75.0 75.0 90.0 140.0 75.0 730 90.0 140.0 75.0 730. 90.0 140.0 75.0 78.0 90.0 140.0 75.0 75.0 90.0 140.0 78.0 75.0 80.0 140.0 75.0 75.0 90.0 129.1 78.0 75.0 90.0 112.7 78.0 78.0 19-1/8' 28-1/2" 32' 37' 42' 48" 53-1/8" 83 (9) 00.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 78.0 75.0 90.0 140.0 75.0 75.0 90.0 139.7 75.0 75.0 90.0 113.7 73.0 76.0 40.0 88.1 760. 75.0 19-1/8' 28-1/2' 32" 37' 42' 48" 83-1/8' 74-1/4 (9) 90.0 140.0 76.0 760 900. 140.0 78.0 760 90.0 140.0 78.0 75.0 90.0 140.0 750. 75.0 900. 132.7 75A 760. 80.0 105.7 75.0 75.0 90.0 90.0 75.0 75.0 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WINDOWS WITHOUT SILL ANCHORS EQUAL LENS WINDOWS DESIGN LOAD CAPACITY - 987 WINDOW 0048. GLASS TYPES 'A', 'C', 'D' 08 'E' GLASS TYPE UNEQUAL U'8S WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. 61698 TYPES •C•, 'D' OR 'E' cams 11744/ WIDTH HMI EXT.(+) TNI'.(-) Exr.(+) SNL(-) WIDTH NOWT OfT.(+) TNT.(-) EXL(+) INT.(-) 19-1/8" 28-1/2'. 32' 37' 42' 48" 53-1/8" 19-1/8" 26-1/2" 32' 37" 42" 48' 53-1/8' 26' (4) 38-3/9' (5) 90.0 140.0 73.0 75.0 90.0 140.0 78.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 90.0 140.0 140.0 75.0 75.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 78.0 19-1/8" 28-1/2' 32' 37' 42" 48' 53-1/8' 19-1/8" 26-1/2" 32' 37* 42" 50-5/8" (7 83' (9) 90.0 140.0 75.0 90A 140.0 70.0 780. 90.0 90.0 140.0 140.0 75.0 75.0 75.0 750. 90.0 140.0 75.0 75.0 90.0 131.8 75.0 75.0 90.0 90.0 114.8 140.0 75.0 75.0 75.0 90.0 140.0 75.0 90.0 140.0 75.0 90.0 140.0 75.0 78.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 76.0 90.0 138.3 75.0 75.0 19-1/8' 28-1/2' 32" 37' 42' 48" 53-1/8' 50-5/8" (7) 90.0 140.0 75.0 73.0 19-1/8' 26-1/2' 32" 74-1/4' (9) 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 76.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 76.0 90A 140.0 780. 75A 90.0 140.0 75.0 75.0 900. 129.1 75.0 75.0 90.0 112.7 75.0 75.0 19-1/8' 28-1/2" 32' 37' 42" 48" 53-1/8' 63' (8) 90.0 140.0 75A 75.0 90.0 140.0 78.0 75.0 90.0 140.0 75.0 75.0 90.0 140.8 75.0 75.0 90.0 139.7 75.0 75.0 90.0 113.7 780. 75.0 90.0 98.1 78.0 78.0 19-1/8" 28-1/2" 32' 37' 42" 48' 53-1/8' 74-1/4 (9) 90.0 140.0 78.0 75.0 90.0 440.0 78.0 75.0 90.0 140.0 78.0 75.0 90.0 140.0 73.0 730. 90.0 132.7 75.0 780. 90.0 105.7 78A 75.0 90.0 90.0 760 750. • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • • • • • •• • WINDOWS WITH SILL ANCHORS Enpr..IAVAO AH140 CMA HA. PEP 70592 C.A.N. 3 JUNr9 • • • • • •• • ••4 • ••4 • •••4 •9 Y� do• • •••4 • • • PRODUCT REVISED as DWS Codaxvh Bro Florida Aca+gnoce No /5"0/20.0S f 20/7 By Dade Product ft • w2tip oe • • • • 1 • • 8 o 'drawing no. W03-105 • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR MACRO • Aro SUCK .44 EDGE CAST.' METAL STRUCTURE MIAMI—DADE =MY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. se TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SAWING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1• 771- I`4. • : EIK1E OAST. IRS AT SILL I ° US WHEtcAL N REQUIRED SEE SHEET 3 FOR CAPACIIES I SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fa=177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY: • • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/Silt) • 1-1/4' MIN. EMBED INTO CONC. OR MASONg/ ) DIRECTLY INTO CONC. OR MASONRY • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SLI4) 1-1/4' MIN. EMBED INTO CONC. OR MASONR17'( ) •••• 1/4" DIA. TEKS OR SELF DRLLUNO SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES • • fl 12 •• • • • • • • • • ••• • • • • •• • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN!J • • • • ALUMINUM : 1/8" THK. MIN. (6063-75 MIN, (STEEL IN CONTACT WITH ALUMINUM TO BE CATEO OR PAINTED) • • • 112 SMS OR SELF DRILING SCREWS (ORADF•2 CRS)• •••• • INTO MIAMI—DADE COUNTY APPROVED MUW(991 •(111INPTHK. (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pr: = 3000 PSI MN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm a 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WEEPHOLES; W1 = 1/2" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END Ener. JAS MAD RA.PE / 70592 PRODUCT REVISED as complying with the PLartda Building Code Accepiaa No I$. ration Date By M Dade Prodnc(CoaBol 1 1 1 !®15 drawing no. W03-105 sheet 4 o 6 METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS 1/4" MAX. LOAD BEARING SHIM ITEM fl PART / RAD. DESCRIPTION MATERW. MALAR./SUPPLIER/REMARXS 1 YE -1700 1 FRAME HEAD 8083-78 — 2 YE -1701 1 FPAME SUI. 8083—T8 - 3 'YE -1702 2 FRAME JAMB 8083—T8 — 4 YE -1703 1 FIXED MTM. RAIZ. 8083-75 — 8 YE -1704 1 VENT TOP RAI. 8083-75 — 6 YE -1705 1 VENT BOTTOM PAIL 6083-75 — 7 YE -1705 2 VENT SIDE RAIL 6083—T5 — 8 YE -1707 AS ROD. (AMINO BEAD (LAM. GLASS) 9083—T0 — BA ANP—YE-1617 AS IOD. WON0 BEAD (NM. LAM. GLASS) 8083-76 9 YH-1807 2 REINFORCING BARS. FULL LENGTH STEEL 1/4" X 1" 10 YE -1710 2/VENT VENT LATCH 0 9" FROM ENDS 8083-15 — 11 — 2 LATCH SPRING — — 12 1I1-715 2/ VENT CALL LOCI( 0 9" FROM EACH END — -- 13 YF -82 2/ LATCH CAM LOCI( SCREWS — (8 X 6/8' 011 SMS 14 171-622 AS RECO. BULB PILE NSTRIP TNG — SULUVAN & SULLIVAN 13 YH-6009 AS MD. FIN SEAL W'STRIPPINO — ULTRAFAB 18 YF -10 A9 RE00. FRAME/VENT ASSEMBLY SCREWS — 18 X 1' P.H. SMS 17 — AS RECO. FDL MTG. RAIL ASSEMBLY SCREWS — 110 X 1" P.H. SMS • • 18 — 4 VENT GUIDE RIGID PVC z AT ENV JAMB RAIL • . • 19 — 1/ WIDE OUSE SCREWS — 418 X 0/2"S'H WS 20 — 2/VENT 'ULTRAUFF SPIRAL BAl11NCE — L EU. • • • ••• 208 — 1 BALANCE FASTFNER — to a ria,► SMS ; 21 — 2 OPEN CELL FOAM PAD (1" X 1/2" X 1-1/2") — WW2 • • • 22 — AS REQ. SETTING 81.00105 EPDM wimp R 8038 SHORF„A TYPICAL ANCHORS SEE ELEV. FOR ACING • • •••• • • •.• •. 48.4 • • •• • ••.• • . •• • • • . .••• •• . • • • •. • ••• PRODOCTREVISBD is complying with the Piolds Bulldog Cods Aca pooso No Data . 4 •-1 A s 4 t • o Ly .•4 412 -go. L I ki • a/ 0 0 8 a 8 8 1 4 drawing no. W03-105 (sheet 5 o 8 ••• • • • ••• • ••• • •• •• ••• • . • . •.. . ••• • • - 4„ u ; 1 3.043 1 x1.470 / " �r�� /� , I `V- ��111 \ V ' /�' 18 !` lk ifif e$/{ a n.. n q Qg tG ,1 F 1.780 1 D6D 818 { 2.880 - - .082 .374 .374 1 O FRAME HEAD1.080 - 1.485 2.970 o FRAME JAMB .743 3.334 S.oas � .818 / �/'� (l�l 0 ••.4 • •• • • •• •••11/•••.1 A .062 2.273 to VENT 810 LATCH 1.339 - - .375 1 r-.130 .. • • WINDOWS AND DOORS, N.W. 74Th AVE. 06}881-24.43 • FAX :IMO 4 MEETING RAE.IMSO .may 11 ,04g 5.048 i(..- -.841 - GLAZING BEAD .881 (INSUL LAM. GLASS) f -- � li 1 i I) • • • • g KM�.�. 2583 t.461 UB GLAZING BEAD (LAM.GLASS) 039 ii ;; �1 1.488 1 • I •l•• • <;o� 2.000 1.134 .082 � ,\ / / / I ••• • R v lin1.340 $ $ • •• 1. ! g� 3 1 • g S O VENT TOP RAIL VENT 1.123 SIDE RAIL Q 2.461 9� ma1'7 e CI 1; a •.:.., :: Asz FRAME FORNERS DETAIL o _ ' I 1.624 2.868 3.536 3.038 18 Engn MAD Fit. PCWIL 7 82 CAN. ` I PRODUCPR$VISED g� with the Florida Acm' 10• No + '..,, . 10• Mu t--,ip�.. 3 P i . k g y 1.283 p � NT ORN R DETAIL �i 2015 /J `� t/ ''.:.". Dade Product0-^',-.21 drawing no. W03-105 1.340 0 VENT BOTTOM RAIL 3.043 Q FRAME SILL d shoat 6 of 6 ) ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ( BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: E COUNTY, FLORIDA CONTROL SECTION SW 26 Street, Room 208 590 F(786)315-2599 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below; The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement - L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County 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, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire JVOA.slvilj, be,, prgvisled,Lo the user by the manufacturer or its distributors and shall be available for inspection:at t4 job:sif oit the request of the Building Official. This NOA revises NOA No. 12-0127Aa art4 knststs etth:g gage+ and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. .. •• . . . .• . . • • • ••• � � NOA No. 14-0908.08 . .. .. . .. . . • • A� '• Expiration Date: May 30, 2017 € • • • • • • • • • • Approval Date: November 06, 2014 •• • . ... . . • . Page 1 . • . • • • .. .. • • • ..•• ... . ..... .• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02—T071, T071, dated 09/16/02, tested per ASTM ES, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted udder previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4,5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of 120 inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) • • • • •• ..• .. . .. •. • ••• ••• • ••• • JaimeD.Gascon,P.E. • . .• .• • •• .• • • • • •• •- • • Product Control Section Supervisor •••• • • • • •• .. ... ••• • • NOA No. 14-0908.08 • Expiration Date: May 30, 2017 Approval Date: November 06, 2014 .•• • . •.• . • • • •1:—:l • . •• •• . •••• •• •• • • • • • • • . . • • • ••. ••• •• • • ..• •• ••• • • • •.. • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90 -inch span mullion and a 45 -inch high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.07) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. • Statement letter of conformance to and complying with FBC 5`" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with F3C--2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted aider previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thw,„1. Sotos,.'. . • • (Submitted under previous NO.4Oro212-127.07) •• • ••• •• • • • •• • ••• ••• • ••• • Jaime D. Gascon, P. E. •• • • •• • • •• • • ' •• Product Control Section Supervisor •' • • • • •• • • • •• • NOA No. .14-0908.08 "' • •"• Expiration Date: May 30, 2017 Approval Date: November 06, 2014 ••• • • _$ •.• • • •• • . •• • • • .• • • • .•. . • • • • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • • Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (corrrnNUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 10-0610.02) _ 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02—T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 03/29/12 and expiring on 05/30/17. •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• •••• ••• • ••• • • • •• •• • •• • • • • • • • • •• • • • • • • • • • • • •• •• •• • •• • • ••• • • ••• • • ••• • • 1 —.3 ••• • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jaime D. Gascon, 1'. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 ANCHOR/CUP GLAZING PRODUCT ANCHOR/CUP -HORIZONTAL MULLION • GLAZING PRODUCT • VERTICAL VERTICAL ;' MUWON GLAZING PRODUCT z 6' �J MULLION GLAZING PRODUCT ;ANCHOR/CU' 11/1 • W1 • • W2 •• W3 WI W2 ••_•• ,••• • ••1 • MULUON VII • • • • �• • • • • • i ) wt.* ire •4- W3 • • ••••4• •• 0• •••• • • •• ANCMI �I�•C�IP • • • • • • •• • • ••• ••• ••• • ••.••• • •vER-dul.•• • ••• • GLAZING PRODUCT •• •• , • • MULLION GLAZING PRODUCT • z 7d - (an m W1 W2 W WIDTH (W) - WI + W2 2 N ANCHOR/CLIP HORIZONTAL MULUON CHOR/CUP HORIZONTAL MUWON -ThLAZING- PRODUCT 1 ` s glif GLAZING PRODUCT VERTICAL VP GLAZING ^4 PRODUCT r; ozd DN MULUON ,r' q ANCHOR/CLIP P WI W2 MULUON SPAN WIDTH (W) - W1 + W2 2 TYPICAL MULLION ARRANGEMENTS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULUONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILD24G CODE 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. AU. GLAZING PRODUCTS USED WITH THESE MUUJONS MUST MEET THE APPUCABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULUONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPUCATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WAU. DRESSING OR STUCCO. & ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED R DESIGN OF WOOD ANCHORS ONLY. 8, MATERIALS INCLUDING BUT NOT UNITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER CISSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CUP NOTE'S. 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS N ODUCTRBVISBD ns amspiyhts with the Nolkla 8, 9O8 08 NoZo Jana Z 0 z 0, 1 1 1 1 1 1 4 1 1 1 1 1 • • • • • • 1 F 1 2X-1.411LLION CLIP 8003-T8 • •• • • • •• X500• • • 1X MULLION CUP 1 • • • • •••2•• • •• •• • 4 • ••• '•• 3 -TO • • .125 MIN. ANGLE CLIP 6063-T8 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WRID10002 DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 1688' 2 X 4 3.688' 2X6 5.688' 1. ALL CUPS AND ANGLES ARE TO RT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 4.000 488j L.ta 1 X 4 CUSTOM MULLION 8083-T6 Ixx: 2.070 int Sxx: 1.035 ins (FLANGE FRAME) 6.000 —424 2 X 6 SFU MU ION 6083-T8 Ix1c 8.280 int Sxx: 2.780 Ins 1 X 3 CUSTOM M nI LION 0083-T8 Ixx: 1.000 int Sxx: 0.667 ins (FN FRAME) 2.000 4.900 +-125 2 X 4 STD. TU_ _ BE MtJWON 8063 -TO ba: 2.980 int Sxx: 1.490 ins INSTRUCTIONS; UkE CHARTS AND GRAPHS AS FOLLOWS. STEP L OVERTONE DESIGN 1.060 REQUIRED FOR PARTICULAR OPENING. STEP 2 TAMING PRODUCTS SLEETING ANNE LOAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT STEP 4 SPECSY MAxIMUM Stu SPACING. STEP $ wmi DESIGN RANO MORE 114104 DESIGN SPEclFTEO N STEP 1 ABOVE. CHARTs STEP f EI SEGTT AC ROR TTI ET E vimwmTHRUi oEsRATING MORE THAN THE DESIGN LOADS SPECW100 N STEP 1 ABOVE. SACO TM,A62 1 X 3 CUSTOM MULLION 6083-T8 Ixx: 0.950 Int Sxx: 0.633 Ins (FLANGE FRAM) r125 4.000 1 X 4 STD. TUBE MLI! ON 602.3 -TO Ixx: 2.070 int Sxx: 1.035 ins 1188 1 X 2 CUSTOM MULLION 8083-T8 ba: 0.370 int Sxx: 0.370 ins 1662 1 X 2 CUSTOM MULLION 6063-T6 lxx: 0.330 int Sxx: 0.330 ins (FN FRAME)vfxttnu-raavrE FRAME) As Amply RIM mcT 6tet4mtde Acct. -gam Mo Ripka 1.000 I- 3.000 1 X 3 STD. TUBE MULLION 8083 -TO boa 0.950 int Sxx: 0.833 ins � o Qa [.125 2.000 X 2 STD. TUBE MULLION 6083-T6 Ixx: 0,330 int Sxx: 0.330 ins RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MUWONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 1 1 p. ro 1 0 1 1 1 1 1 Spa e F S or 1 1 1 T !'iii ill. TU TUBE MULLIONS 8501 N.W. 90 ST. LA 1 MEDLEY, FLORIDA 33166 (T1�7iS4T".S•r32TE85. x•TC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 1 Z Z 0 1 {� a R. 1 V4 P i o - i NI - WIdth(w4 MULL SPAN 1X2 1X3 1X4 2X4 2X8 INIdth1w) MULL SPAN 1X2 l 1X3 1X4 2X4 2 X 8 II Width (w) MULL SPAN1X2 1X3 1X4 2X4 2X8 'i8 150.0 150.0 160.0 1500 160.0 't 28.3 815 150.0 150.0 150.0 1 18 - LL 19.3 42.1 80.5 150.0 24 150.0 150.0 150.0 160.0 160.0 24 212 81.1 133.2 150.0 160.0 1 - - 31.5 45.4 1282 30 123.0 160.0 150.0 150.0 150.0 30 17.0 48.9 108.5 150.0 150.0 � I L' - - 25.2 38.3 100.9 38 102.5 150.0 150.0 1500 150.0 38 - 40.7 88.8 127.8 160.0 36 - - 21.0 . 30.3 84.1 42 42 87.9 160.0 150.0 160.0 160.0 - 34.9 76.1 109.5 150.0 42 - - 18.0 25.9 72.1 48 38- 318" 78.9 150.0 150.0 150.0 150.0 48 74A14" - 30.8 68.8 95.8 150.0 I 48 120" - - 15.8 22.7 83.1 54 88.3 137.8 160.0 150.0 150.0 64 - 27.2 502 85.2 150.0 WO= - - - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 63.3 78.7 144.2 80 - - - 18.2 60.6 66 55.9 112.8 150.0 150.0 160.0 L 88 - 222 48.4 69.7 131.1 68 - - - 18.5 45.9 72 51.3 103.2 160.0 150.0 150.0 72 - 20.4 44.4 83.9 1202 72 - - - 15.1 42.1 47.3 95.3 150.0 180.0 160.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 18 89.3 150.0 150.0 150.0 150.0 1 18 - 58.3 1228 160.0 150.0 1 18 - - 31.8 45.5 128.4 24 24 67.0 150.0 160.0 150.0 180.0 - 422 92.0 1324 150.0 24 - - 23.7 34.1 94.8 30 30 53.6 142.3 150.0 150.0 150.0 - 33.8 73.8 105.9 150.0 i 30 - - 19.0 27.3 76.81 35 44.8 118.8 150.0 150.0 150.0 38 - 28.1 81.3 88.3 150.0 I 38 - - 15.8 22.7 83.2 42 38.3 101.7 150.0 1600 150.0 42 - 24.1 52.6 76.7 150.0 ' 42 - - - 19.5 64.2 48 50818" 33.5 89.0 145.4 150.0 150.0 48 84" - 21.1 48.0 682 140.8 48 132" - - - 17.1 47.4 54 29.8 79.1 1292 1500 1500 64 - 18.8 40.9 58.8 1252 ; 64 - - - 162 42.1 80• 28.8 71.2 118.3 1500 160.0 60 - 18.9 36.8 63.0 112.7 1 60 - - - - 37.9 86 66 •,-----: • 78 • • • • • • 24.4 84.7 105.7 150.0 150.0 - 15.3 33.4 48.1 102.4 ' 68 - - - - 34.5 72 1.22.3 •59 3• • 96.8 139.6 150.0 - - 30.7 44.1 93.9 72 - - - - 31.6 .2013• • 89.5 128.8 150.0 78 - - 28.3 40.7 88.7 I 78 - - - - 292 • • • 1:44"- • • • ••62.6 150.0 1600 150.0 ' 18 - 37.7 82.1 118.3 160.0 r 18 - - 24.3 35.0 97.4 48.9 •160.0 •13 1 • • 160.0 150.0 150.0 24 - 28.3 61.8 50.7 150.0 ' 24 - - 18.3 28.3 73.0 • 30 • s a• • _ 42 • *10- - • •�• • • 87 - 22.8 49.3 71.0 150.0 30 37.5 •'Kitt • • 160.0 1500 150.0 30 - - - 21.0 58.4 •31.3 0(1 •, • 150.0 150.0 150.0 ' 38 - 18.8 41.1 59.1 143.8 1 35 - - - 17.5 48.7 T •28.8 •77.2• 131.1 150.0 150.0 42 - 182 35.2 50.7 1232 42 - - - 15.0 41.7 - - 30.8 44.3 107.8 48 144" -23.5 - Q1'' - 114.7 150.0 160.0 . • 48 98" - - - - 38.5 84 • • S4• • • • • - - 27.4 39.4 95.8 64 ' 20.9 110!0P • 101.9 1488 150.0 - - - - 32.5 w 80 . • • •'18.8 • k4 . • 91.7 1321 150.0 60 24.8 35.5 88.3 < 80 - 292 50 I • • 8 • 72 • 17.1 49.1 83.4 120.1 180.0 - - 72.4 32.3 78.4 88 - - - - 28.8 I • I 1 $ k ; • , < i 1 b $ g m 1 r• .g i d ; 1 1 15.6 • ••• 78.5 110.1 150.0 12 �7 - - - 20.5 .."-1-6----123-66.3 29.8 71.9 72 - - - - 24.3 1 ••ate• 18 • - •1188.•• 70.8 101.8 160.0 - - - - 22.5 • .18 • ,48.3 •133.4 • 150.0 160.0 150.0 18 - 28.5 57.7 83.1 150.0 i,18 - - - 31.0 88.1 • 24 34.8 •100.0 • 160.0 150.0 160.0 24 - 19.9 43.3 62.3 150.0 i 24 - - - 23.3 84.8 30 I - • • • • - 15.9 34.8 49.8 138.3 30 •' 27.8 %0.0 • 150.0 150.0 150.0 4 - - - 18.8 51.7 - - 28.8 41.5 113.6 38�� ''� 42 38 • • • • 232 68.7 1252 150.0 160.0 38 - - - 15.5 43.1 42 42 - - 24.7 35.8 97.4 19.9 572 107.3 1500 150.0 - - - - 38.9 - - 21.8 31.1 852 '. 48 160" 48 50" 17.4 60.0 93.9 135.1 150.0 150" - - - - 32.3 15.4 44.5 83.4 120.1 150.0 54 - - 192 27.7 76.7 - 64 64 - - - - 28.7 50 60 - - 17.3 24.9 88.1 60 - 40.0 75.1 108.1 150.0 - - - - 25.8 - - 15.7 22.7 82.0 88 88 - 38.4 50.3 98.3 150.0 68 - - - - 23.5 ; 72 72 - - - 20.8 58.8 72 - 33.3 82.8 90.1 160.0 - - - - 21.6 - - - 192 52.4 j 78 78 30.8 57.8 832 150.0 ! 78 - - - - 19.9 -HORIZONTAL MULLION :%1 njlNG = ^ TYPICAL MULLION ARRANGEMENTS VERHGAL MULLION II . .PRODUCT' .. $ ARCHES TO BE MOWED - ..... GLAZING PRODUCT OWING PRODUCT°� Z 0 nN P =IDE RECTANGULAR SHAPE !DIU MONS RATED IN THESE CHARTS MAY BE PRODUCT VERTICALLY OR HORIZONTALLY. Building as complying "tate (INTERPOLATION BETWEEN WIDTHS ALLOWED) Ague Magnate .. "' R." . j f `�" *4. .; -;. WIDTH Wt +502 's ''� W1 W2 (W) - emPTTeaeProdusttbatrol d}!l?. MUWON SPAN 4 m 0.690 12S ---r 1.000 - .312 - L900 688 " - Lsoo--- ____ p•;,A �} ,� j 156 TYP. \ - !, r;�� .cam- �/� � . � �J ` i/ ,r,CKs .:c.1eit;'_n:! ..7a�'A6C.125 / • �i�..iii '.125 . r� _,. '� ' .Iinh, ,o r..3.000 !1.403 1 1 ..�., 1 10 !4..30 1 MS - /L732 ,: 3A 11 N.W. 90 ST. )LEY. FLORIDA 331 No. (305) 696-61 ROWS kW) CLAS: ch co ° Shoat 4 08 10 4.000 Y ill30000 1 2 X 4 t t 12 jz.• 4.000 42603.625 �J3.000i 4 wnanow FRuk !, 2X MUUJ ON CUP ..�,. ,g i3 x i i Ir ae I F�-Lo62� 1 X 3 STD. TUBE MULLION L189-- 1 X 3SI i \, 8083—TB ��/ \' NOTCH oP>1wRaL \\ • • • • • • 1•" i • • / • • 2 X 6 no�.ayp62+1 `'/• 6A20 E/ ii� Y 1 L E? li;;: 1 STD. X 4 CUSTOMMULLON Erl i II. 8083 -TS �MULLION 6083-T8 4 D a: 2.168 in. Sxx: 1.445 Ins (RANGE FRAME) { bac: 2.168 in. Sxx: 1.445 in. { IXx: 2.218 In.al Sxx: 1.479 ins (RN FRAME) x 3 1 �� { Ixx: 4.709 in. Sxx: 2.355 ins (FLANGE FRAME) bor Sxx: { 4.709 in. 2.355 ins STANDARD TUBULAR SHAPES �� LAWS e t3 i —• • •• TYP. WM.. = .125. ALL ALLOY m 8083-T8 L 590 • • 4.4 • • •• •• • • A. TYPICAL _A-1 '1'21.4. PRD011CT ..: /, • • • • ... —�• / - 3.60 • •.,, • .125. ••• • • • • • • • 2.2'30• • ••. ••• -.I Eon I, 2Aoo L62S (._C" ,.. 4:00 - ' -.--1 �t, % ;l '� ° e C 114. ��� • 4.509 ••••• tx MULLION GIiP •••••• a� + ��/// ' • • • •� �j� \/ •//moi • • • • • • - 0Pn�riA•HORIZONTAL �� �t' �� • • •• • • MULLIONS CONTAINING •• TYPICAL GLAZING PRODUCTS C4x5.4 ii i PRODU41'RHYBFD mcoa•{y1uswith Thalvtda flnI6MOCtodo r /� AavptamroNo ,x (�� �Gy fe �B Is $ M OR VERTICALSEE 4_.�_ WINDOW OR DOOR APPROVAL FASTENERS Si2F5 AND FOR SPACING 2 X 6 SID. TUBE MULLION 2 X 4 0 STD. QBE MULLION 8087-T6 1=19.648 int -T8 boa 7.649 in ,4;1' i -- 1a a........ ' RECTANGULAR ALUMINUM TUBE MULLIONS 1 a ' Z. 1 1 1 2.000 125 • AWL I ANGI E ,% w' 1 NOTCH OPTIONAL CR IP CUP LFINGTH Sxx: 6.549 ins Sxx: 3.825 ins MULL a INSTRUCTIONS; USING MULLION PROPERTIES ONLY L ,..itaaTErrrrr des USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. da �3 ,' Qi ,. ° •• �jsfp ' - ,, a, '�- " O 3 1 X 2 L688` 5fPP 1 a DESIGN LOAD REQUIRED FOR PARTICULAR OPEPtlAO 1 X 3 2688' STEP 2 USE APPROVED G1" PRODUCTS ME1Nxt A LeAD I X 4 3.688' REQUIREMENTS NOTES y. H3 1...i s 2 X 4 3.688' TO wu10N As PER PRODUCT 2 X 6 5.688' APPROVAL STEP 4 SPECIFY M)OMUM MU SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET• 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. ,;gym ' • ; ;, ..",`••, w' "` .4 A USING CHARTS ON SHEET 5 OF 10 SELECT MMjIOR SIZE 1. ALL CLOS AND ANGLES ARE TO FIT SNUG INTO TUB MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL STEP 5NTn1 OESION RATR20 MORE THAN OESI04 LOAD SPECIFIED I1 STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 8 TRU 9 AND ANCHOR CHARTS STEP § ON SHEET 9, SELECT mom TYPE Latta DESIGN Imo3. 6083—T6 2.000 ANCHOR DETAIL AT SHEET 9 OF 10. MORE MAN THE DESIGN LOADS SPECIFIED IN STEP I MOVE. EINFORCED TUBE MULLIONS 1X4 2X4 2X6 95.7 150.0 150.0 71.8 116.6 160.0 2 2 57.4 93.2 160.0 47.8 77.7 160.0 II � 1� 41.0 68.8 150.0 f tam 35.9 58.3 149.7 oo 31.9 51.8 133.1 28.7 46.8 119.8 g 20.1 42.4 108.9 ' 23.9 38.9 99.8 i 22.1 35.9 921 i s 71.9 118.8 150.0 63.8 87.6 150.0 43.1 70.1 160.0 36.9 68.4 150.0 128.6 112.5 100.0 21.6 36.0 90.0 19.6 31.8 81.8 18.0 29.2 76.0 16.8 26.9 89.2 55.4 89.9 150.0 41.5 33.2 27.7 67.5 150.0 64.0 138.6 46.0 115.5 30.0 77.0 16.8 27.0 89.3 1" • • 1 1 1 ffi • it kl E 24.6 21.0 18.4 16.3 19.9 51.1 18.4 47.2 1 STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL R Width (w) 18 MULL SPAN 1X3 1X4 2X4 2X6 Width(w) MULL SPAN 1X3 1 1X4 1 2X4 2 X 8 Width (w) MULL SPAN 1X3 150.0 160.0 150.0- 150.0 16 .160` .. .0 160.0 160.0 160.0 18 44.0 160.0 150.0 150.0 150.0 24 189 6 150.0 MEM + +24 30 160.0 150.0 33.0 150.0 • + , 30 111.6 150.0 150.0 30 36 160.0 160.0 26.4 160.0 150.0 36 Wan 150.0 160.0 , +36 42 150.0 160.0 22.0 150.0 160.0 MEM •, + 160 , ., ,42 48 38.3/8" 160.0 150.0 18.9 150.0 150.0 ! 48 74-114" MEM REIM150.0 + +46 120" 84 160.0 + + 16.6 150.0 160.0 64 62.0 134.6 160.0 160.0 64 60 150.0 160.0 150.0 160.0 60• . 160.0 160.0 88 66 150.0 150.0 - 150.0 160.0 66 , , 150.0 . , , 66 72 160.0 150.0 - 160.0 150.0 72 48.b 101.0 160.0 • , , 150.0 150.0 - 150.0 150.042.9 . 150.0 . , , 160.0• 160.0 150.0 150.0 .+, 6 , •, , 18 33.1 24 150.0 150.0 150.0 150.0 24 96.3 160.0 160.0 , , + 24 30 160.0 160.0 24.8 150.0 150.0 30 En= 160 + 150.0 + + 30 36 160.0 160.0 19.9 160.0 150.0 36 64.2 139.5 , + . + + 36 42 150.0 + , 16.5 150.0 150.0 42 55 , 119.6 1500 , , 42 48 60.5/8" 160.0 160.0 - 160.0 160.0 48 84" 48.2 104.6160.0 , + 48 132" 54 150.0 150.0 -- 160.0 150.0 54 + 150.0 160.0 64 60 160.0 150.0 160.0 160.0 60 38.5 83.7 136.9 150.0 60 66 • • 147.7 150.0 160.0 150.0 35.0 76.1 123.6150.0 86 • • 50.0 160.0 150.0 72 32 1 69.7 113.3 160 0 72 , • • Zli• 1Immuirso8 • • • • • 124 • 50.0 - 150.0 150.0 78 29.6 84.4 104.6150.0 i 78 - I 160.0• 166.0 150.0 150.0 18 86.0150.0 150.0 150.0 18 26.5 • • 156.0 160.0 150.0 24 64 5 140 1 150.0 150.0 24 19.1 •30• 150. = 150.0 160.0 30 + + 160.0 30 36 150., .0 + 18.3 150.0 150.0 36 , 93A 150.0 160.0 36 ••K!• • •••• 150.,• 160.0 150.0 150.0 42 : :+ + 150.0 42 - (�i :* it • 11 + 150.0 150.0 48 98" 32.3 + 150.0 48 144" 64 137.0 50.0160.0 160.0 64 28.7 62.3 + 150.0 54 ildhiLtall :•.,..., 123.2 59.0 150.0 150.00 26,8 6.1 91.1 150.0 60 , 66 • • • 112.1 • •160.0 160.0 160.0 66 23.8 +160.0 66 '1l' • 102 0 160.0 160.0 7221.6 46.7 75.9 72 94.8 ZEMIN - 11112ji,, ® 15.5 43.1 +, 16.0 77- l . , + + 150.0 I 60, + 150.0 18 22.6 • 24 I • • 160 •160.0 150.0 150.0 24 45.3 5+ , 150.0 24 •••• 150.61 1..0 16.9 150.0 150.0 30 160.0 30 Willi • • 150.0 160.0 160.0 150.0 36 30 • :: 150.0 ' 36 - 42 •••• 130.5 150.0 150.0 150.0 42 150.0 42 0 63" 114.2 160.0 - 160.0 160.0 111101111 108" MEM 20.1 MEnli 79.9 1.1 + + • + + 48 160" - 54 101.5 160.0 150.0 150.0 �� 84 91.3 160.0 -Illinii 150.0 160.0 18.1 39.4 64.0 + , 60 - 66 83.0 150.0 150.0 150.0 © 18.1 35.8 32.8 68.1 53.3 MIME MEM 88 72 76.1 142.4 160.0 150.0 72 72 70.2 131.4 160.0 160.0 78 - 30.3 49.2 124.4 7 - - 808mmt. 811WON L i%'ct � TYPICAL MULLION ARRANGEMENTS VERTICAL •euro» PiODUC rliaI� nacres ro ¢e LAMBED GLAZING PR GLAZING PRODUCT z 0 � +� �I OWING PRODUCT _ GLAZING GLAZI G INSIDE RECTANGULAR SHAPE NOT; PRODUCT REVISED MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED as y gthe Fl„ VERTICALLY OR HORIZONTALLY. Witting Cork , .. Ai �( (INTERPOLATION BETWEEN WIDTHS ALLOWED) Mamma,No (! .ter_ �; 2 Wt +W2 ar W1 W2 WIDTH (W) - II>adePmdanCan+oi " MULLION SPAN EINFORCED TUBE MULLIONS 1X4 2X4 2X6 95.7 150.0 150.0 71.8 116.6 160.0 2 2 57.4 93.2 160.0 47.8 77.7 160.0 II � 1� 41.0 68.8 150.0 f tam 35.9 58.3 149.7 oo 31.9 51.8 133.1 28.7 46.8 119.8 g 20.1 42.4 108.9 ' 23.9 38.9 99.8 i 22.1 35.9 921 i s 71.9 118.8 150.0 63.8 87.6 150.0 43.1 70.1 160.0 36.9 68.4 150.0 128.6 112.5 100.0 21.6 36.0 90.0 19.6 31.8 81.8 18.0 29.2 76.0 16.8 26.9 89.2 55.4 89.9 150.0 41.5 33.2 27.7 67.5 150.0 64.0 138.6 46.0 115.5 30.0 77.0 16.8 27.0 89.3 1" • • 1 1 1 ffi • it kl E 24.6 21.0 18.4 16.3 19.9 51.1 18.4 47.2 1 5/18- TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WIKG) Plini01016.71000 COP 11) 5/15' DIVANS 1-1/2" MIN. WOODt PER AtTIN MN. EDGE DIST. 2-3/ 8" CONCRETE OR 4 OU.OW B 8/18' TAPCONS 1-3/4' MDL EMBED INTO MASONRY 4 PER OUP (2 ON WINO) ff(ghWi 5/18' TAPCONS 1-3/4' MIN. EMBED IN10 MASONRY 2 PER ANGLE 2 DY WOOD BUCK 12 FLOATING QIP ALUM2 x 2Allater 1 BY WOOD BUCK 3/4" MN. • ••• • ••• • • • ••• •• • •• • 5/T8' TAPCONS 1-1/2- EN. 1'A100/PENETRATpN' PER 4��F-- •••• •• •• • 2 SY tCK • • •••• ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW LL 2 X 2 8" Al1AA 2 1 12 FLO/GINO CUP 2 2 2 x 1/8" ALUM WOE ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE "G' (INTO CONCRETE) 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLACK 1"x4" & 2 x4" MULL 5/18' TAPCONS 1-3/4- M. 215220 INTO MASCIOW 2 PER KAP (1 ON FAIN WING) 'HnHn'II n2i • • piontraill ALIRRNATE ANCHOR LOCATION • • • • 1 /4" MIN. • • •••• • • •••• • !ll --ORS TYPE 'A' • 2 ANCHORS INTO WOOD 5/18' TAPCOH8 1-1/2- IGH. 5000 PENETRATION 4 PER NCP (2 ON EAY21 WING) !�P: ALL CUPS AND ANGLES TO FIT SNUG WO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/16" TAPCONS 1-1/2" MIN. MOO 2P� 5/18' TAPCONS 1-3/4" MIN. OWED INTO MASONRY 1 PER ANGLE 1BY WOOD 8502 2 8Y WOOD SUCK FLOATING CUP 1 212. X X 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 1X FLOATING Ct1P 2 X 2 2_1/8" ALUM MME ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU )X BUCK INTO CONCRETE OR BLOCK PRODUCT REMISED as cemplytagvalktheThid/ Acsap ND • 208.083 017 • A 0 a 1 0 • 1 .9T 1 1 1 1 1 MIN. EDGE DIST. 2-3/16" CONCRETE OR 4* HOLLOW BL. K vir TAPO3NS 1-3/e UN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH W1NG) 3 1/4" MIN. 5/16• TAPCONS 1-3/4 MN. EMBED 24T0 MASONRY 1 PER ANGLE MIN. EDGE DIST. 2-3/16CONCRETE OR 4 HOLLQW BLOCK 6/16* TAPCONS 1-3/e MIN. EMBED IMO MASONRY 4 PER CUP (2 ON EACH WING) 5,11e TAPCONS 1-3/e 1.11N. EMBED INTO MASONRY 2 PER ANGLE CONCRETE OR CEMENT BLOCK CONCRETE OR CEMENT BLOCK FLOATING CUP 2 X 142,41tate CONCRETE ON CEMENT atom Att 2AgedIr 3 1/4" • • • • : ANCHORS TYPE 'C' (INTO BLOCK) • . ANCHORS TYPE 'F' (INTO CONCRETE) • • • • • 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK • MULL MIN. • • 1 • • • • • • • • • • • • • • • PLUMATE ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE '0' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1-x4- & 2"x4" MULL 424110KORILOCATION • • • • • • • • • • FLOATING CUP 1 11 1 1 . • CONCRETE OR COMET BLOCK • • ‘• %fie TAPCONS 1-3/e MN. MED IMO MASONRY 2 PER CUP (1 ON EACH WINO /12 WS 2 PER ANGLE Site TAPCONS 1-3/e MIN. DARED INTO EMERY 4 PER CUP (2 02I EACH WING) g 5/16* TAPCONS 1-3/e NAN. EMBED 1110 MASONRY - 1 PER ANGLE ALL CLIPS AND ANGLES TO PT SNUG INTO TUBE MOLUONS. TAPCONS MAY BE HEX OR RAT HEAD. CUPS OR ANGLES CONNECTED DIRECif.Y TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, jSUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. PRODUCT REVISED as complying with the Flotida letiltitageodc Acceptance No MIN. EDGE DIST. 2-3(16" CONCRETE OR 4 HOLLOW BL K • 3-3/4" IN. 5/18" TAPCONS 1 3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WHKT) 2X8 MILL CLIP LENGTH MULL "L" 2X4 3.688' 2 X 6 5.688' S/18" TAPCONS 1 3/4' MIN. EMBED INTO MASONRY 4 PER CLOW (2 ON EACH W8a2) 1 3/4" MIN. • • •• • 1818308111 • • • A •••• • • • • • • • • • • • • i • 1 + et 2 X 4 3.688' . . • 5.688' • • • • • • • • • • .. .... ..• • GA •••• • • 5:11if6 . QRS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BL 4 3-3/4" 5/18* TAPCONS MIN. 13/4" MK EMBED 81TO MASONRY 4 PER CLW (2 ON EACH VANE) 2X8 MOLL 5/18' TAPCONS 1-3/4' LEN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH ONO 1 3/4" MIN CLIP LENGTH MULL "L" 2 X 4 3.688' 2X6 5.688' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. cif) ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (NTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONt:Rctt OR BLOCK 2"X6" MULL SHOWN CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE WITH ALKALI -RESISTANT COATINGS, SUCH AS; BITUMINOUS WATER -WHITE METHACRYLATE IACOUER. PROTECTED PAINT OR PRODUCT MORD nsrnmplyiegw8g : OTidt Aco101owo to —0 08. �,e WOOD RUCK Bonding Co ..97 An11 :Ma l u,1 Control 4 1 a 00 1 1 �d 1 1 1 1 1 ti Di 1 MIN. EDGE DIST. 5/18" TAPCONS 2-3/16" CONCRETE OR 1-3/4' AMI. MED INTO !MOW 3-3/4' 4" HOLLOW BL4 TOTAL (2 ON East ) MIN. 2x4 or 2x8 MWI 2 X 212,444. ALUTA CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHA0RYIATE LACQUER. •• • • • • • ••• ••• T•• • • • • •• • • •• • • • • • • • • • • • • •• •• • • r011bN OF SAWS C8NNECTINC • • • • iMITQA6 TO TIJg� 114T RE ANGLES • • • N ARE NOT FIT VO• INlO•TUBE • • • MULLI NS. • • • • • • • • • • • • 5/10•TAPCONO• •• g ilii CEO TAWASONRY E• MOLE• • • 4iER1 ANGLE •• MIN. EDGE DIST. 2-3/16' CONCRETE OR 4. HOLLOW OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK A CLIP LENGTH MULL "L" 1 X 2 1.688' 1X3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2X6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MUWONS. SEE OPTIONAL ANCHOR (DETAIL AT SHEET 9 OF 10. TUBS MAY 8E NOTCHED AS 9102$1 TO ALLOW INSTALLATION OF CUP ANGLE GUAR JOINT AFTER ASSEMBLY ACCESS HOLE 124PFR ERR � 1— /2' 04. 224. 2812 SCREW CAN 8E INSTALLED MOWN X14 EIMER 112 FH SNS 2 PER CUP 1' O.G A4M. 1.-3/4' X 2' x 1/8" (FOR MY 3/4' 2 2' 2 I/8" FORM cur TO FIT SNUG 24S1DE 14182 ANCHORS TYPE '1' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'T TO VERIFY CAPACITY OF CONNECTION ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPOONS MAY BE HEX OR FLAT HEAD. PRODUCTRRVISPD as complying W14h DX Florida JiaAAt"g Coda 2P7 Acsaptaas3 No �, • }Mond bed, rrOdast Co1Nto1 1 c! O W O IA 4 1 • 1 1 1 1 1 iS it 1 1 1 fa i 1 1 1 vada, Maw (+9 Sfal 18 24 30 38 42 48 38 318 54 69 66 72 78 5068 A 160 132 105 88 75 e8 59 53 48 44 41 133 100 eo W 57 53 44 40 38 • 24 38 8 189 153 189 191 180 132 117 106 9s 88 81 197 150 153 133 114 10) 89 80 73 ANCHOR 7WES and SU3SIR4TE 150 150 150 150 150 150 135 121 110 101 93 150 150 150 150 131 115 102 82 e3 71 11812 150 74114 84 ANCHOR TYRES and SSIRA3E A •R c VW. 1A8. Bac 91 ea 54 45 39 34 30 27 25 23 21 8o e0 40 34 30 27 24 22 20 19 180 450 150 125 104 89 78 70 %CAI +•4a • 57 OM • 72 • 18 • 138 • 54 X�991 78 59 12 401 44 89 • •12••64 27 55 138 118 102 82 74 88 83 148 83 57 52 45 150 138 111 02 79 e9 61 55 so 48 43 150 121 W 81 69 81 54 48 44 40 37 143 108 6e 72 81 54 48 43 39 38 33 D Bic 160 150 150 150 134 118 105 94 03 78 72 150 150 150 139 119 104 92 83 78 6s 64 150 933 148 121 104 91 81 73 6e 81 56 150 190 129 108 92 81 72 66 59 54 89 E Bk 150 150 150 150 150 150 139 12.5 114 104 813 150 150 150 160 150 138 123 111 101 92 85 150 150 150 150 138 121 108 97 8e 81 74 .150 150 150 143 123 108 96 SS 78 72 ea F Cmc 150 150 140 117 100 87 78 70 63 58 54 G H 0312. 150 150 150 150 150 132 117 105 98 88 81 150 160 150 150 133 118 183 e3 es 78 72 160 150 150 138 118 102 to 81 74 e9 83 150 150 145 121 103 80 60 72 88 60 68 150 150 150 150 160 180 150 140 127 117 108 150 160 150 150 160 150 137 124 112 103 es 150 150 150 150 150 135 120 108 08 90 83 150 150 150 150 137 120 107 98 87 8o 74 ML 150 150 150 125 107 93 83 75 88 82 68 150 150 132 110 94 133 73 68 se 55 51 150 145 118 90 e3 72 84 59 53 48 45 150 129 103 83 73 04 67 51 47 43 40 Malon lW) 18 24 30 38 42 48 A 5488 72 78 18 24 30 38 42 48 54 60 66 72 78 18 24 30 38 42 48 54 60 es 72 78 18 24 30 38 42 48 64 68 66 12 78 120 132 144 150 s8 42 34 28 24 21 19 17 15 14 13 61 38 34 28 22 19 17 15 14 13 12 47 35 28 23 20 18 18 14 13 12 11 45 34 27 22 18 17 15 13 12 11 10 B VVL 112 e4 07 58 48 42 37 34 31 28 28 102 77 81 51 44 38 34 31 28 28 24 94 70 58 47 40 35 31 28 28 23 22 90 87 54 46 38 34 30 27 24 22 21 ANC1CR TYPES and SiBSTRAIE c B9c 129 87 17 85 55 48 43 39 35 32 30 117 88 70 59 50 44 39 35 32 29 27 108 81 65 54 48 40 38 32 29 27 25 103 77 e2 52 44 39 34 31 28 26 24 D B0: 150 148 118 97 83 73 135 55 53 49 45 151 132 108 88 78 6B 59 53 48 44 41 160 121 97 81 89 81 64 49 44 40 37 150 118 93 76 87 58 52 47 42 39 38 E Bk 150 150 150 128 111 97 SS 77 70 65 60 150 150 141 117 101 88 78 70 64 59 54 150 160 129 108 92 81 72 65 59 54 60 150 150 124 103 ea 77 89 62 56 e2 48 F Cmc 144 28 57 72 a7 54 48 43 39 38 33 131 99 78 68 53 49 44 39 38 33 30 120 93 72 e0 52 45 40 3a 33 3) 28 115 87 89 53 49 43 38 36 31 23 27 150 150 130 109 93 81 72 85 69 54 50 150 148 118 99 85 74 58 59 54 49 48 150 138 109 90 78 ee e0 54 49 45 42 150 130 104 87 74 e5 5e 52 47 43 40 150 460 150 144 124 108 98 87 79 72 07 150 150 150 131 112 98 87 79 72 e6 e1 150 150 144 120 103 90 so 72 e8 80 55 150 150 138 115 e9 e7 77 e8 83 58 53 150 118 77 ss se 51 48 42 39 38 140 84 70 so sa 129 ICU 77 1131 55 48 43 39 35 32 30 123 93 74 82 53 48 41 37 34 31 28 a 0 d A f 1 1 1 1 It 1 ANCHOR CLIP MOTES; 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6. 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE 'FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 1 1 1 1 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS PRODUCT REVISED n complying with ax Florida Building Coda Act , 2116014o Product Conn £7O8 SCOPE OF WORK: INSTALLATION OF NEW MULLION TO SUPPORT NEW DOOR TOP AT REAR DOUBLE FRENCH DOOR(DOOR UNDER SEPARATE PERMIT: (1) 72" MULLION - 2)(6X0.125 BY LAWSON INDUSTRIES, NOA 14-0908.08 1 MULLION +50 _50 14-0908.08 a-ZUU h'.`i si.i -,o es Vial ge APPROVED BY DATE ZONING DEPT BLDG DEPT C )7 !_, '1.1I3,IFCTTO COMPLIANCE WITH ALL FEDERAL ?;TATE AND CCI)NTY RULES AND RI Y;I it Al loNS KEY PLAN SCALE: 1/8"= 1'-0" CODES USED: FBC 2014 ASCE 7-10 BUILDINGS WITH H<60FT V=175MPH EXPOSURE C ALL ESCAPE WINDWS SHALL PROVIDE A CLEAR OPENLINGAF NOT LESS THEN 5.7 SQUARE FEET. THE WIDTH SHALL•BE• NOT LESS THAN 20" AND THE HEIGHT SHALL NOT BE bEsp• THAN 24". THE BOTTOM OF THE OPENING SHALL NOISE••• MORE THAN 44" ABOVE FINISH FLOOR. •••••. •••• REQUIRED PRESSURE +50/-50 PROVIDED PRESSURE +150/-150 NOA 14-0908.08 PROPERTY INFORMATION: FOLIO: 11-2136-007-0300 LEGAL DESCRIPTION: DUNNINGS MIAMI SHORES EXT NO 3 PB 42-33 LOT 14 BLK 209 N • • •• •• • • • • • • • • • • •• • • • • • • •••• • •••• ••0 "WI 6. • 1 • 7••••3 • ILL • ••••• •:• Si7 • ••�• ••- • of VICTOR CERON T: 786 282 5292 VICTOR CERON PE# 63023 CIVIL Date: 01/16/17 Scale: AS SHOWN Sheet 01