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WS-14-99: a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -2 Permit Number: WS- 1 -14 -99 Scheduled Inspection Date: February 10, 2014 Permit Type: Windows(Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HuRTADO, MINA Work Classification: Window /Door Replacement Job Address: 10916 NW 2 Avenue Project: Contractor: Miami Shores, FL 33168 -4303 <NONE> M R SANCHEZ CARPENTRY INC tiunmmg uepanment comments REPLACE 11 WINDOWS AND 3 DOORS Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments 1121360020200 Phone: (786)355 -0212 Passed �n CREATED AS REINSPECTION FOR INSP- 205907. Not ready Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 07, 2014 For Inspections please call: (305)762.4949 Page 29 of 44 0 JUAN A RODRIGUEZ. RA JOMOLCA ARCHITECTS.P.A. ARCH.REG.# 6691 625 SW 82 AVE. MIAMI, FL. 33144 PHONE 305 - 253 -5211 FAX 305 - 251.5338 FEBRUARY 7, 2014 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, Fl. 33138 PERMIT #: WS- 1 -14 -99 OWNER: Mrs. YINA HURTADO 10916 NW 2 AVE Miami Shores, Fl. 33168 DEAR BUILDING OFFICIAL THIS LETTER IS TO CERTIFY THAT ALL WINDOWS AND DOORS 2 "x4" BUCKS, WHERE APPLICABLE HAS BEEN INSTALLED IN ACCORDANCE WITH THE ENCLOSED ENGINEERING DETAIL, AS WELL AS THE FLORIDA BUILDING CODE. Y PT WOOD BUCK. DIA.ELCO TAPCON X 3 1/2" LONG. 2" MIN. EMBED INTO GONG. MAX. FROM ENDS & BALANCE !" MAX C.C. STAGGERED DETAIL 2 2" BY WOOD BUCK CONNECTION IF YOU HAVE ANY QUESTIONS PLEASE CONTACT THIS OFFICE. O RS T ULY 4:1-1 AN A fODRIGUFL A.R. 6691 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No. F� Y. FBC 20 Master Permit Nol UJ5 1 y __q 4[ ROOFING JOB ADDRESS: /V aj AVE City: Miami Shores County: Miami Dade Zip: 30 / Co 8 Folio/Parcel #: f%- 40 - ®D Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Address: /Q 9 /CP City: Tenant/Ussee Name: Email: CONTRACTOR: Company Name: Address: 134�"O Al W City: A/ Qualifier Name: NO &__� Flood Zone: 41aJ,4 e Hu t2 fa do 14 vE .77 State: Fj_ —_-Zip: ___391 6IF ' oe /r2gr- ch eZ. Fl- Zip: & ce ° State Certification or Registration #: C Certificate of Competency #: Contact Phone#(2 Q) ,;�0 a- J-3 7 U Email Address: A A DESIGNER: Architect/Engmeer: o2 z Value of Work for this Permit: $ 'ge� ° VP Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New URepair/Replace ❑Demolition Description of Work: /'-weu S 4- p ®®i2 6 AW ° Colo" thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ �f 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 tot 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. l Signature Signature Owner or Agent ontractor The foregoing instrument was acknowledged before me this —/p, The fore oing instrument was acknowledged before me this 471 day of Gli7l! 20 by //�GY EGl r fadO day o `I / , 20 ,by V /GTE/ who is personally known tome or who has produced Wi i i i i i nip who is personally known to me or who h��aa e• Cv %d��' As identification and who R �an aflY�dpG'� as identification and% w�cf c oath NOTARY PUBLIC: 0312112015 d NOTARY PUBLIC: - ROTARY PUBLIC NOTARY PUBLIC = — : Commission # Sign: .Commission # sign: - - -',�� .EE075911,..' ®!g, -Q� ° Print: Ol Cam% - .�9•'''••• ".`oQ-` e s 9oA � Print: My Commission Expires: //�il�lim ml%%��, M C mmission Ex Tres APPROVED BY /We y o p Plans Examiner Zoning Structural Review Clerk (Revised 5 /2/2012 )(Revised 3/12/2012) )(Revised 06/10 /2009 )(Revised 3 /15 /09)(Revised 7/10/2007) MIAMI-QADE MIAMI -DADS COUNTY ►�i�j11Y PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1 1805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) �nvw.miamid a ovt drat Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIOIW. Clipped Extruded Aluminum Tube Mullion -w /and w /o- Steel Reinforcement =lL= APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube - Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT 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, an}d following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its .. Astributo; pi sbaUI tr available for inspection at the job site at the request of the Building Official. • 7lhysJ4,jr4vft1 alul renews NOA # 10- 0610.02 and consists of this page 1 and evidence pages E -1 and • • • P;I„ it.11vdll As lap;r©aa7 document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . ... ...... ... • • • • INS?A No.12- 012UT_ • �AM�avE� • • Expiration Date: May 30, 2017 • ,...• Approval Date: March 29, 2012 Pagel Or . . ... . . • • . . . . . . . . . . . . . Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 120" 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 NOA# 03- 0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 4. 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" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum 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 -Sella, P.E. (Submitted under NOA# 03- 0225.06) . ....... . .. .. .. ... .. . . . .. . ... ... ... • :• .•. 0 • . • • . ... .. •: •.• .:. . • E -1 �21�AO'e I U�. Manuel.Perez Product Control Exa er . . NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowiNUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOW 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complics with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Ina. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. ....... . .. .. . ......... . .. ... .. . .... V: • • • i. e • ia see . . • W . W . • W • • . E -2 Mi —nuel P z, P.E. Product-Control Nziuhiner NOA No. 12-0127.07 Expiration Date: May 30;200 Approval Date: March 29, 2012 ANCHOR /CLIP o PRODUCT GLAZING SHEET VERTICAL � ' : CO) PRODUCT � MULLION g � la GLAZING e GLAZING 3 ANCHOR /CLIP HORIZONTAL MULLION GLAZING PRODUCT v, PRODUCT PRODUCT z o dz zi ANCHOR /CLI MULLION IL_ i ANCHOR /CLIP t VERTICAL o VERTICAL W1• .• • nt MULLION MULLION MULLION SPAN GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT 51 ANCHOR /CLI t ! W1 W2 W3 MULLION SPAN WIDTH (W) = w1 + W2 + W3 2 ANCHOR /CLIP z v + N 3 z 0 ANCHOR /CLIP r t ANCHOR /CLIP r- HORIZONTAL MULLION GLAZING PRODUCI GLAZING PRODUCT r HORIZONTAL MULLION GLAZING o PRODUCT ors SHEET VERTICAL � ' : CO) it' b °C O G� � MULLION g � la GLAZING e GLAZING z PRODUCT GLAZING PRODUCT v, PRODUCT PRODUCT z o dz zi ANCHOR /CLI MULLION IL_ i ANCHOR /CLIP t l o W1• .• • nt z v + N 3 z 0 ANCHOR /CLIP r t ANCHOR /CLIP r- HORIZONTAL MULLION GLAZING PRODUCI GLAZING PRODUCT r HORIZONTAL MULLION GLAZING o PRODUCT ors SHEET � ' : CO) it' b °C O G� � g � la .� d 0< e PRESSURE CHARTS GLAZING GLAZING PRODUCT PRODUCT z o dz zi VERTICAL MULLION ANCHOR /CLIP l o W 1 '" '" W2 MULLION SPAN IIDH •(W) —•• • w1 �' WIDTH (W) = w1 + w2 of 2 . • TYPICAL MULLION ARRANGEMENTS o!q or .... . . .... 9 + N 3 2 D 3 + N 11 3 0 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 MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS, 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 LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. 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 IN DESIGN OF WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE — SECTION 2003.8.4. MULLION & CLIP NOTES: 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 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. '0 M 00 � I u, y O � °oa � � v z J z° ago 2 a t;k °a 4 4 Be a 5 14 V a d 5 a z PRESSURE CHARTS o eoe ors SHEET � ' : CO) it' b °C O G� � g � la .� d 0< e PRESSURE CHARTS d SHEETS * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT REVISED as complying with the Ftod" Buildiing-Code Acceptance No Exnifatioa Date n D_ 0 � O M r a .� Z O cs ° I � z � H z o a d d � eoe ors � ' : CO) it' b °C O G� � g � la .� d 0< e 2X MULLION CLIP 6063 -T6 'L' / O % OPTITNALI `C L 0 1X MULLION CLIP 6063 -T6 <0 • • • . • . . • • • • s • • •• ••• . •• • • • • x--.125 MIN. ••• ••. ••• ••• • . • .. •• • • •• . • --- --, ANGLE CLIP 6063 -T6 • .. •• . • . .. •. see 6.000 2 X 4 11 TYPICAL WINDOW FRAME MULLION 2 X 6 STD, TUBE MULLION STANDARD TUBULAR SHAPES TYP. WALL a 125" ALL ALLOY = 6063 -T6 TYPICAL GLAZING PRODUCT LOOo : 2.000 1000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING .0 .168 1 X 4 M_t 1__M_ULLION 6063 -T6 Ixx: 2.070 in4 Sxx: 1.035 in3 (FLANGE FRAME} 2 .000 524 6.oao 2 X 6 STD. TUBE MULLION 6063 -T6 Ixx: 8.280 in4. Sxx: 2.760 in3 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 1.000 in4 Sxx: 0.667 in3 (FIN FRAME) 125 4.000 2 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 2.980 in Sxx: 1.490 ins INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1. ALL CUPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 0.950 in4 Sxx: 0.633 in3 (FLANGE FRAME) 1 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 2.070 in4 Sxx: 1.035 ins 1 X 2 1 X 2 CUSTOM MULLION CUSTOM MULLION 6063 -T6 6063 -T6 Ixx: 0.370 in Ixx: 0.330 in4 Sxx: 0.370 ins Sxx: 0.330 in3 (FIN FRAME) (FLANGE FRAME} L000 525 CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' .0 .168 1 X 4 M_t 1__M_ULLION 6063 -T6 Ixx: 2.070 in4 Sxx: 1.035 in3 (FLANGE FRAME} 2 .000 524 6.oao 2 X 6 STD. TUBE MULLION 6063 -T6 Ixx: 8.280 in4. Sxx: 2.760 in3 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 1.000 in4 Sxx: 0.667 in3 (FIN FRAME) 125 4.000 2 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 2.980 in Sxx: 1.490 ins INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1. ALL CUPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 0.950 in4 Sxx: 0.633 in3 (FLANGE FRAME) 1 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 2.070 in4 Sxx: 1.035 ins 1 X 2 1 X 2 CUSTOM MULLION CUSTOM MULLION 6063 -T6 6063 -T6 Ixx: 0.370 in Ixx: 0.330 in4 Sxx: 0.370 ins Sxx: 0.330 in3 (FIN FRAME) (FLANGE FRAME} L000 525 1.000 .12s 3.000 F 2.000 L,L__j L 1 X-3 1 X 2 STD. TUBE MULLION STD. TUBE MULLION 6063 -T6 6063 -T6 Ixx: 0.950 in4 Ixx: 0.330 in! Sxx: 0.6331 WPLICT VI" 330 in3 as complying th 1he 1 USING MULLION PROPERTIES ONLY 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. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. �o M °a M � o rr r. Qo z yyaJ' r-i Z � W = mxa- 0 m a' a N �a a° a o � O p z � a w z Z z I 0 a z � a 4 It 0 jo ® r TI Width w MULL SPAN 1X2 11 1_X3 1X4 2X4 2X6 Width(w)j MULLSPAN 1X2 1X3 1X4 2X4 2 X 6 Width w MULL SPAN 1 X2 1X3 1X4 2X4 2X6 18 38- 318" 150.0 150.0 150.0 150.0. 150.0 18 74114" 28.3 81.5. 1 150.0 150.0 150.0 18 120" - 19,3 42.1 60.5 150.0 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 to - 31.5 45.4 126.2 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 - 25.2 36.3 100.9 36 102.5 1500.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 42 87.9 150.0 150.0 150.0 15110 42 N 34.9 76.1 109.5 150.0 42 - - 18.0 25.9 72.1 48 76.9 150.0 150.0 150.0 150.0 48 - 30.6 .6 95.8 150.0 48 W - 15.8 22.7 63.1 64 68.3 137.6 150.0 150.0 150.0 64 - 27.2 59.2 85.2 150.0 54 - - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 76.7 144.2 60 Q - - 18.2 50.5 66 55.9 112.6 150.0 150.0 150.0 66 - 22.2 48.4 69,7 131.1 66 - - - 16.5 45.9 72 51.3 103.2 150.0 150.0 150.0 72 - 20.4 44.4 63.9 1 120.2 72 - - 15.1 42.1 78 47.3 95.3 150.0 150.0 150.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38,8 18 _ - _ 89.3 150.0 150.0 150.0 150.0 18 84" 56.3 122.6 150.0 150.0 18 132" - 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 132.4 150.0 24 - - 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150,0 30 - 33.8 73.6 105.9 150.0 30 19.0 27.3 75,8 36 44.6 118.6 150.0 150.0 150.0 36 - 28.1 61,3 88.3 150.0 36 - - 15.8 22.7 63.2 42 38.3 ' _ 101_.Z 150.0 150.0 150.0 42 - 24.1 52.6 75.7 150.0 42 - 19.5 54.2 48 89.0 145A 150.0 150.0 48 21.1 46.0 66.2 140.8 48 - - - 17.1 47A 64 29.8 79.1 129.2 15010 150.0 54 - 18.8 40.9 58.8 125.2 64 - » - 15.2 42,1 60 26.8 71.2 116.3 150.0 150.0 60 - 16.9 36.8 53.0 1127 60 - - - - 37.9 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33A 48.1 102.4 66 - - - 34,5 72 22.3 59.3 96.9 139.5 150.0 72 - 30.7 44.1 93.9 72 - - - - 31.6 78 20.6 54.7 89.5 128.8 150.0 78 - - 28.3 40.7 86.7 78 - - - » 292 . 18 67" 62.6 150.0 150.0 1500 150.0 18 96" - 37.7 82.1 118.3 150.0 18 144" - - 24.3 35.0 97A 24 46.9 135.1 150.0 150.0 150.0 24 - 28.3 61.6 88.7 150.0 24 - - 18.3 26.3 73.0 30 37.5 108.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - 21.0 58A 36 31.3 90.1 150.0 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - 17.5 48.7 42 26.8 77.2 131.1 150.0 150.0 42 - 16.2 352 50.7 123.2 42 - » - 15.0 1 41.7 48 23.5 67.5 114.7 150.0 150.0 48 - - 30.8 44.3 107.8 48 - _ _ - 36,5 64 20.9 60.0 101.9 146.8 150.0 54 - - 27.4 -39.4 95.8 54 - - - 32.5 60 18.8 54.0 91.7 132.1 150.0 60 - - 24.6 35.5 86.3 60 - - - - 29,2 66 17.1 49.1 83.4 12111 150.0 66 - - 22A 32.3 78A 66 _ - _ 26,6 72 15.6 45.0 76.5 110.1 150.0 72 - - 20.5 29.6 71.9 72 - - - - 24.3 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 66.3 78 - - - 22.5 18 Q9" 46.3 133.4 150.0 1500 150.0 18 10891 - 26.5 57.7 83.1 150.0 18 160" - 31.0 86.1 24 34.8 100.0 150.0 150.0 150.0 24 - 19.9 43.3 62.3 150.0 24 - 23,3 64,6 30 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 36 23.2 66.7 125.2 150.0 150.0 36 - - 28.8 41.5 113.6 36 - - - 15.5 43.1 42 19.8 57 2 107.3 1500 150.0 - - 24.7 35.6 97.4 42 - - 36,9 48 17A 50.0 93.9 135.1 150.0 '48 - - 21.6 31.1 85.2 48 - - - 32.3 54 15A 44.5 83.4 120.1 150.0 64 - 19.2 27.7 75.7 54 - - 28.7 60 40.0 75.1 108.1 150.0 60 - 17.3 24.9 68.1 60 - - - 25.8 66 - 36.4 68.3 98.3 150.0 66 - - 15.7 22.7 62.0 66 - - - - 23,5 72 - 33,3 62.6 90.1 1500 72 - - - 20.8 56.8 72 - 21.5 78 30.8 57.8 83.2 150.0 78 - 19.2 52.4 1 19,9 • • • •• • • • ••• • • • • • • • • • • • • • V •• • • • •N a 3 GLAZING GLAZING J PRODUCT PRODUCT J m� y •• •• I • •• • .�. W1. ••• • • • ••• • • Q n I - HORIZONTAL MULLION GLAZING PRODUCT U} E � a 3 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS .,,,,ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = W1 + W2 2 PRODUM REViSK) as complying with the Fwds _ Building Code Acceptance No at Expiration Date /? s B Mimni' *Pro du U a A, R flail, 11, U} E � a z �d m� y �CtO (3 A e o°�ow '4. N) az 4 Z to 0 co 2� z U w N a a� d � W � awo N A 0 Q z z z U a A, R flail, 11, 'L' A 2X MULLION CLIP 6063 -T6 'L' .16 1 X 4 TOM Ml 6063 -T6 Ixx: 4.709 in4 Sxx: 2.355 in3 (FLANGE FRAME) s 10 STANDARD TUBULAR SHAPES —TYP. WALL a .125" ALL ALLOY = 6063 -T6 TYPICAL GLAZING PRODUCT so 1 X MULLION CLIP 6063 -T6 NOTC OPTIONA a • • • • • i • i iiOTCH OPTIONAL . •• •... .... ---- -� ANGLE CLIP . .. .. . . . .. ... . . . ... . . MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 2 X 6 STD. TUBE MULLION 6063 -TS Ixx: 19.648 in4 Sxx: 6.549 in3 1 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 4.709 in4 Sxx: 2.355 in3 2.000 1.625 .125 2 X 4 STD. TUBE MULLION INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. 6063 -T6 Ixx: 7.649 in Sxx: 3.825 in3 STEP 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING. STEP 2 USE AREMENT D GLAZING PRODUCTS MEETING ABOVE LOAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP t ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. 1 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE, .156 1 X 3 TOM MU 6063 -T6 Ixx: 2.168 in° °. Sxx: 1.445 in3 (FLANGE FRAME) 1 X 3 STD. TUBE MULLION 6063 -T6 Ixx: 2.168 in4 Sxx: 1.445 in3 1.500 RvlclYa 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 2.218 in4 Sxx: 1.479 in3 (FIN FRAME) PRODUCT REVISED as complying with the Florida BuildiugCod0 Acceptance No Expiration Date " f% B Myiami Praduaf RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 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. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. CLIP LENGTH MULL %'• 1 X 2 1.688' 1 X 3 2.688` 1X4 q 3.688' 2 X 4 3.688' 2 X 6 5.688' 2 X 6 STD. TUBE MULLION 6063 -TS Ixx: 19.648 in4 Sxx: 6.549 in3 1 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 4.709 in4 Sxx: 2.355 in3 2.000 1.625 .125 2 X 4 STD. TUBE MULLION INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. 6063 -T6 Ixx: 7.649 in Sxx: 3.825 in3 STEP 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING. STEP 2 USE AREMENT D GLAZING PRODUCTS MEETING ABOVE LOAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP t ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. 1 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE, .156 1 X 3 TOM MU 6063 -T6 Ixx: 2.168 in° °. Sxx: 1.445 in3 (FLANGE FRAME) 1 X 3 STD. TUBE MULLION 6063 -T6 Ixx: 2.168 in4 Sxx: 1.445 in3 1.500 RvlclYa 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 2.218 in4 Sxx: 1.479 in3 (FIN FRAME) PRODUCT REVISED as complying with the Florida BuildiugCod0 Acceptance No Expiration Date " f% B Myiami Praduaf RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 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. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. a k w Is, �7 a �ow q z a to ,a M � rn � o as to �t z wo r w o q - +� 3pMI z y d co ��z° q 0 x w °" � a z w O �V j H g Z k' :4 0 Ui � 4z' a d � O w � U A ��q z a k w Is, �7 • • • • . • • W1 1N� STEEL REINFORCED TUBE MULLIONS .- $ STEEL REINFORCED TUBE MULLIONS • WON, Width (w) MULL SPAN 1 X 3 1 1 X 4 1 2 X 4 2 X 6 Width (w )l MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width (w MULL SPAN 18 24 34 36 42 48 64 60 66 72 78 38- 3/8" 150.0 150.0 150.0 150.0 18 74 -1/4" 150.0 150.0 150,0 150.0' 18 120" 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150,0 36 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 150.0 150.0 150.0 150.0 48 69.7 150.0 150.0 150.0 48 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 150,0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 18 24 30 36 42 48 54 60 66 72 78 50.618" 150.0 150.0 150.0 150.0 18 84" 128.4 150.0 150.0 150.0 18 132" 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 150.0 150,0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 150.0 150.0 150.0 150.0 48 48.2 104.6 150.0 150.0 48 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 150.0 150.0 1 150.0 150.0 60 38.5 83.7 135.9 150.0 60 147.7 150,0 150.0 150.0 66 35.0 76.1 123.6 150.0 Be 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 124.9 150.0 150.0 150.9 78 29.6 64.4 104.6 150.0 78 18 24 30 36 42 48 64 60 66 72 78 67" 150.0 150.0 150.0 150.0 18 96" 150.0 150.0 150.0 18 144" 150.0 150.0 1 150.0 150.0 24 -86.0- 64.5 140.1 150.0 '150.0 24 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 150.0 150.0 150.0 150.0 48 32.3 7D.1 113.8 150.0 48 150.0 150.0 150.0 64 28.7 62.3 101.2 150.0 54 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 150.0 150.0 15 0.0 66 23.5 51.0 82.8 15 0.0 66 J123.3 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 18 24 30 36 42 48 54 60 86 72 78 1 63" 150.0 150.0 150.0 18 108" 60.4 131.2 150.0 150.0 18 150" 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 1 30 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 114.2 150.0 150.0 150.0 48 22.7 49.2 79.9 150.0 48 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 64 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150,0 60 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.6 72 70.2 131.4 150.0 150.0 78 - 1 30,3 49.2 1 124.4 1 78 • • • • . • • W1 1N� . .• •• . . . •. -; ... . . . ... . 3L n -HORIZONTAL MULLION GLAZING !� PRODUCT �� .- $ •i ••i • WON, 3 • • • • ••• •• • • • • • • •• Z PRODUCT PRODUCT 71.8 GLAZING GLAZING 0 PRODUCT PRODUCT -J 22.0 47.8 77.7 150.0 18.9 41.0 66.6 150.0 16.5 35.9 58.3 149.7 . .• •• . . . •. -; ... . . . ... . 3L n -HORIZONTAL MULLION GLAZING !� PRODUCT �� .- $ 1 X4 2X4 3 GLAZING GLAZING 150.0 PRODUCT PRODUCT 71.8 I� MULLION SPAN 150.0 TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) wi + w2 2 STEEL REINFORCED TUBE MULLIONS 1 X3 1 X4 2X4 2X6 44.0 95.7 150.0 1 150.0 33.0 71.8 116.6 150.0 26.4 57.4 93.2 150.0 22.0 47.8 77.7 150.0 18.9 41.0 66.6 150.0 16.5 35.9 58.3 149.7 - 31.9 51.8 133.1 - 28.7 46.6 119.8 - 26.1 42.4 108.9 - 23.9 38.9 99.8 - 22.1 35.9 92.1 33.1 71.9 116.8 150.0 24.8 53.9 87.6 150.0 19.9 43.1 70.1 150.0 16.5 35.9 58.4 150.0 30.8 50.0 128.5 - 27.0 43.8 112.5 - 24.0 38.9 100.0 - 21.6 35.0 90.0 - 19.6 31:8 81.8 - 18.0 29.2 75.0 - 16.6 26.9 69.2 25.5 55.4 89.9 150.0 19.1 41.5 67.5 150.0 15.3 33.2 54.0 138.6 27.7 45.0 115.5 - 23.7 38.5 99.0 - 20.8 33.7 86.6 - 18.5 30.0 77.0 - 16.6 27.0 69.3 - 15.1 24.5 63.0 - - 22.5 57.8 - - 20.8 53.3 22.6 49.0 79.6 150.0 16.9 36.7 59.7 150.0 - 29.4 47.7 122.6 - 24.5 39.8 102.2 - 21.0 1 34.1 87.6 - a 29.8 76.6 - 16.3 26.5 68.1 L too C4 23.9 .3 1A o� - 21.7 55.7 : ' - - 19.9 51.1 a y W C� 1RA I 0 G 0 N 0 v z�Z En Z d W X '�. 0 ry coo (L o I q4 F 0 Z z� o W a :311 k'�H o - 21.0 1 34.1 87.6 - 18.4 29.8 76.6 - 16.3 26.5 68.1 L - - 23.9 61.3 1A - - 21.7 55.7 : ' - - 19.9 51.1 a - - 1RA I 479 4 Ik 8�0•- � SSte• ® ®0 ®oe o c� or�� y C 4tI�: PRODUCT REVI ID '' z O K , 0 as complying with the Plurlda Building Code Acceptance No - � ® ®® °•e° ° '° 0 ®� I 8 imtion Data f 7 '!@c .• I �� a T, 1/4" MIN, 5/16" TAPCONS 1 -1/2" MIN, WOOD PENETRATION CLIP (1 ON EACH WING) 3/4" MIN. ANCHOR LOCATION 11 if II II II n J 2 BY 1 WOOD BUCK I 1 �4z 5/16" TAPCONS 1 -1/2" MIN. WOOD PENETRATION 1 PER ANGLE i 1 X FLOATING CLIP I i i if 5/16" TAPCONS 1-1/2- MIN, WOOD, PENETRATION 1 PER Ai� a MIN. EDGE DI T. 2- 3/16" CONCRETE OR A" 1-1111 1 nW RI nf'It 2 X 2 X 1/8" ALUM ANGLE II II 1 gY iI 2 X 2 X 1/8" VOOD BUCK II II ALUM ANGLE U U ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 5/16" TAPCONS 1 1/4" MIN. 1 -1/2" MIN. WOOD PENETRATION EQGE DL$T, 4 PER CLIP (2 ON EACH WING) a 5/16" TAPCONS 1 -1/2" MIN. WOOD PENETRATION 2 PER ANGLE ••• • • • •.. • • 5/16" TAPCONS 5/16° TAPCONS " 1 -3/4" MIN, EMBED INTO MASONRY 1 -3/4" MIN. EMBED INTO MASONRY 3/4 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE MIN. a s 2 7/16" MIN. cy I I � I r I I I I 1 By WOOD SUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ILA Ii ii Lr �J 11 11 2 X 2 X 1/8° I I 11X FLOATING CLIP II It ALUM ANGLE I 1 U U I I I I ANCHORS TYPE 'D' (INTO BLOCK ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1 "X4" & 2 "x4" MULL MIN. EDGE DIST. 2•- 3/16" CONCRETE OR 4. BLO K 5/16" TAPCONS 5/16" TAPGONS 1 -3/4" MIN. EMBED INTO MASONRY 1 -3/4" MIN. EMB"PERANGLE 2 PER CLIP (1 ON EACH WING) I 1BY a I --------- I WOOD BUCK N t I I 1 \ I t 1 1 1 I I I I t I L_J • • 11 II II II • • • • •, • • •• "•�w • • • • • • • • ••• • rl II I I 11 II 1Nla �• •�vY • • • • • jr II [FLOATING ii iI .. U •• I L _. _ _ _. _ _••• _ __ _ ___ I I - J CLIP 2 2 1 ° LL. M S Zv I I ! ALUM ANGLE N I 1 a 8e 2 BY u u } • ••• ••• ••• viANn BUCK I lull, I I • • z • • N a1 • •• •• r 1 v z� • • ANCHORS TYPE 'B' ••• • • • • • • • ••• • • • • • 4 ANCHORS INTO WOOD .�—. ••• • • • •.. • • 5/16" TAPCONS 5/16° TAPCONS " 1 -3/4" MIN, EMBED INTO MASONRY 1 -3/4" MIN. EMBED INTO MASONRY 3/4 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE MIN. a s 2 7/16" MIN. cy I I � I r I I I I 1 By WOOD SUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ILA Ii ii Lr �J 11 11 2 X 2 X 1/8° I I 11X FLOATING CLIP II It ALUM ANGLE I 1 U U I I I I ANCHORS TYPE 'D' (INTO BLOCK ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1 "X4" & 2 "x4" MULL MIN. EDGE DIST. 2•- 3/16" CONCRETE OR 4. BLO K 5/16" TAPCONS 5/16" TAPGONS 1 -3/4" MIN. EMBED INTO MASONRY 1 -3/4" MIN. EMB"PERANGLE 2 PER CLIP (1 ON EACH WING) I 1BY a I --------- I WOOD BUCK N t I I 1 \ I t 1 1 1 I I I I t I L_J 1 X FLOATING CLIP ANCHORS TYPE 'C' (INTO BLOCK •s • a ' . ° ° •` ' �' ANCHORS TYPE 'F' (INTO CONCRETE +' " '•'' , .♦ •.' •t v 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK r---- - - - - -- t ALTERNATE ANCHOR LOCATION PRODUCT' RBVISED = complying with the FINih Building Coda Acceptance at irx»iration Date 2X2X1/8° ALUM ANGLE 4 i II Ii to Q q Lr y z II II tiJ I i U U °rnau Z I I 1 I LL. M S Zv 1 X FLOATING CLIP ANCHORS TYPE 'C' (INTO BLOCK •s • a ' . ° ° •` ' �' ANCHORS TYPE 'F' (INTO CONCRETE +' " '•'' , .♦ •.' •t v 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK r---- - - - - -- t ALTERNATE ANCHOR LOCATION PRODUCT' RBVISED = complying with the FINih Building Coda Acceptance at irx»iration Date 2X2X1/8° ALUM ANGLE 4 •v •w AI 'W A" � %4 M to Q q to to o y z °rnau Z x LL. M S Zv Z ows lo� tL a 8e p �+ o I z N a1 � E- F r 1 v z� � x �Nq lu z H •v •w AI 'W A" � %4 MIN. EDGE 01ST. 2- 3%16" CONCRETE OR 4: HOLLOW BLOCK rn 5/16- TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CUP/ 4 l EACH WING 5 t 6° TAPCONS 1 -3/4- MIN. EMBED INTO MASONRY I PER ANGLE tea: •o� • •:-+' ♦: �+• ••., ••+�• .� �'f :i �� II 11 i1 ti 1 11 I I CONCRETE OR 11 11 IL —JI CEMENT BL II it CONCRETE 8R r_J It 11 2 X 2 X 1/H" ---- - - - -__ J I CEMENT BLOCK I II II ALUM ANGLE 1 1 I 1 FLOATING CLIP U I I 1 1 1 1 I 1 I I , I 1 I a .. •. }- i' •.'.: f • • R I MULL •� ' \ z '' }° f `• ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE T' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK r i ALTERNATE 1 t ANCHOR LOCATION i-- MULL 5/16" TAPCONS 1 -3/4- MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) I s I 1 it t I tl g' 1 1 21PERMANGLE I ! n d a• II II !I I! 5/1 ° TAPCONS 1 -3/4° MIN. EMBED INTO MASONRY • • • • • • • • • • • • 1 PER ANGLE ••• • • • ••• • • • ••• • • MIN. EDGE DIST. 2- 3/16" CONCRETE OR 4" HOLLOW BLOCK e 5/16" TAPCONS IN cli ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MULL 5/16- TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 "x4" & 2 "x4" MULL I I .4 Ole Ar CONCRETE OR CEMENT BLOCK `—'5/16° TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACOUER. MULL t 1 FLOATING CLIP 1 /�1 l_J7 I it I tl CT REVISBDa as complying with the Flp k Building Code Acceptanoe No • Expiration Date 2X2X1/$- ALUM ANGLE 14 to 0 4 to t° M co y F co z `e "t in to fibV 0 � o O z � o in W z -jz° q z rn 2IL ° 1 w O �C a �►1 � r~ H U Z � w N p" z � i fibV Al � MIN. EDGE DIST. 2-- 3/16" CONCRETE OR 4L HOLLOW BLOCK 3 -3/4" r - - - - - - - - - - - - - -- - -- -- - - -- I I I I I t 3/4" 2X6 MULL Z_ _ M � 3 -3/4" MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2 "X6" MULL SHOWN •• ••• • • • • • •• • •• • • • • ••• • • •• •• • • •• • • ••• • • • • ••• • • ••• • • • ••• • • 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3.688` 2 X b 5.688" 2X6 MULL 5/16- TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY PER CUP (2 ON EACH WING) 1 3/4' 2x6 MULL ----- - - - - -- i i•i 'i .• MIN. EDGE DIST. 2- 3/16" CONCRETE OR 4" HOLLOW BLO K 3 -3/4" MIN. e 1BY WOOD BUCK r------------------------- - - - ---1 1 I I I CLIP LENGTH MULL "L" 2 X 4 3.688" 2 X 6 1 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/16- TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 2X6 MULL 5/16° TAPCONS 1 -3/4- MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" 2X6 MULL - - - - -- ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2 "X6" MULL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTEC KITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR HATER -WHITE METHACRYLATE LACQUER. s. ,J 18Y WOOD BUCK PRODUCT R>3VIS81) • yd as with the F od& i3u'1dmgC °3 Acceptanoe No q Expiration Data OQG H a Miom' ado Aroduct I �i � Otf Irtt ,�t vJ,IP 0�•• =••••••_•••_� �Pi• ♦ A, •• d hi �•yk/ co � mQ•�� i 111 ad 01—f • :Lu 411 Ir °ne a to to 4 w to M co z I to o �pw 910 to a A4 o, 3 a A " z iz CIO 4 Z I W O �d Z m z Z p x g z W HYY IM a a 0 H .3 I �i � Otf Irtt ,�t vJ,IP 0�•• =••••••_•••_� �Pi• ♦ A, •• d hi �•yk/ co � mQ•�� i 111 ad 01—f • :Lu 411 Ir MIN. EDGE DIST. 5/16'• TAPCONS 2 -a/16" CONCRETE OR 1 -3/4' MIN. EMBED INTO MASONRY 3 -3/4" 4,• "_ HOLLOW BLOCK �4 TOTAL (2 ON EACH WING) MIN. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4_" HOLLOW BLOCK LENGTH MULL "L" '• ALUM ANGLE .''• 2.688' LOCATION OF SCREWS CONNECTING 3.688' 2 X 4 — ANGLES TO TUBES WHERE ANGLES iv r • � a t8 a ARE NOT FIT SNUG INTO TUBE I 1 I I MULLIONS. y i z N O I 1 r4 C 1 5/8 "(2) W 1 I 1 5116" TAPCONS #14 SMS j 3" j 1 --3/4- MIN. EMBED IN2TOPEMAS� 4 PER ANGLE 4 ANG ; 1 1 1 u 1 II II Q I 1 W z Im 2 - 7/16'• 1 1 1 I I U 1 1 Z 1 1 I I x U MIN. 1 2x4 or 2x6 Mull + 1 + + o d U 1 r� 04 I I 1 1 2 x 2 x 1/4" J L J ALUM ANGLE CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4_" HOLLOW BLOCK • • • • • • • • • • 1 3/4" OPTIONAL. ANCHOR DETAIL •• W& • If ••• • • 0 • • • • ;NCHORS INTO CONCRETE OR CEMENT BLOCK • .. 000 • • • ••• • • CLIP LENGTH MULL "L" '• ALUM ANGLE .''• 2.688' LOCATION OF SCREWS CONNECTING 3.688' 2 X 4 — ANGLES TO TUBES WHERE ANGLES iv r • � a t8 a ARE NOT FIT SNUG INTO TUBE I 1 I I MULLIONS. y i z N O I 1 r4 C 1 5/8 "(2) W 1 I 1 5116" TAPCONS #14 SMS j 3" j 1 --3/4- MIN. EMBED IN2TOPEMAS� 4 PER ANGLE 4 ANG ; 1 1 1 • • • • • • • • • • 1 3/4" OPTIONAL. ANCHOR DETAIL •• W& • If ••• • • 0 • • • • ;NCHORS INTO CONCRETE OR CEMENT BLOCK • .. 000 • • • ••• • • CLIP LENGTH MULL "L" '• ALUM ANGLE .''• 2.688' 1 X 4 3.688' 2 X 4 3.68B' e 1 5.688' r • � a t8 a y ••r z N r4 C • • • • • • • • • • 1 3/4" OPTIONAL. ANCHOR DETAIL •• W& • If ••• • • 0 • • • • ;NCHORS INTO CONCRETE OR CEMENT BLOCK • .. 000 • • • ••• • • CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.68B' 2 X 6 1 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 0 14 S.M.S. 2/ CHANNEL TUBE MULLION X112 F.H. S.M.S. r 2/ SIDE 1 I 1/8' THICK ALUM CHANNEL I LENGTH TO FIT SNUC INTO MULLION TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY #14 FH SMS 2 PER CLIP ACCESS HOLE -1 / -1/2- O.C. MIN. THIS SCREW CAN BE I I INSTALLED IN EITHER- 1 #12 FH SMS 1 DIRECTION 1 I 2 PER CLIP I I t 1. O.C. MIN. I I • I I I I 1 --3/4" X 2' X 1/8' (FOR 28Y TUBE) 3/4- X 2" X 1/8- FOR (I BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE T METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REVISED Its complying With the Flatitlo 4 ad ng Code ALL CLIPS AND ANGLES TO FIT SNUG Acre ZOONO 2' INTO TUBE MULLIONS. xPirationUate TAPCONS MAY BE HEX OR FLAT HEAD.Y 11'.9m *d 4 w ° 4 a t8 a y z N r4 C W I; zZ d 4 o00 fL. a `. 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NIV W titV SNO N let, $ $T8 E"a Q w I d Vtm�O W Oa V ONQitoa [MR a I -9� �nI Idak .p tl� �f ,ys m V N W '11 V$ A i0 A N Y A W W W OD O7 N Lif tA0 N W N 8 tJ 8 N 8 N g Cal STS v U a 18"8 8 O a a A N T O I;d m a O a $ w V fNi 9 O i 81;, S mV i i i V � s A O tiO T V s V V a p 8 —8 W U T U MIS O 8 at N W G a Waw itts ta(i�t /, ! i (� /� .1 "0.81 a -► �1 >> �1 3 a a i a a (!i T2• -Vl 4n V. r,a alt$8;j 88 t'4,. a�a's -°- l8;jm.°°iS "L" a �'°.i CND .A. v W IV .VA. GD N Gt 99 W m S T V W m m,181+ as 8 O A- W p7heiKm► N.fae •A• - No channe this sheet 8501 N.W. 90 ST. WSON MEDLEY, FLORIDA 33166 NDVS'I'RIES. INC. pH No. (305) 696 -8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS sp Delft N. ERAZOoaz� o ALUMINUM TUBE MULLIONS Reeteaa N. ERAZO OIL CLJP /ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES An w " Ls.e[ sa•w rr+ dmt jwoftn a Ntealbw. Druwi•y Nmnba -. sG..r Rear sos i: LAW -ML -1001 10 OF 10 -A- MAW MIAMI -DADE COUNTY =4111 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade. ov /»erat Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein; and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -7700 (Flange Framer Aluminum Single Hung Window L.M,L APPROVAL DOCUMENT: Drawing No. ,L7700 -0901, titled "Series -7700 Single Hung Flange Frame Impact Window ", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade, County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large 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. I1�SPEevi: �► cogy pf:his entire NOA shall be provided to the user by the manufacturer or its distpibut8b W stag bFdvail'able for inspection at the job site at the request of the Building Official. This NN'4 revises NOA # if- 0705.09 and consists of this page 1 and evidence pages E -I and E -2, as well as approval document mentioned above. ne 3Qbmitted tloeMenta"n 04s reviewed by Manuel Perez, P.E. :. . NOA Nd _t - 1227.16 � ft uN1 • • Expiration Date: December 27, 2016 Approval Date: March 29, 2012 •:• : : : : •:• : �1� Pagel . ..... . ... . ...... . .... .... . . .... . Lawson Industrries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A,. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 along with marked up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -09 2530A and HETI -09 2530B, dated 03/02/09, all signed and sealed by Candid F. Font, P. E. (Submitted under previous )OA No. 09- 0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2003 C, HETI -08 -2004 A, HETI - 08 -2060 A, HETI -08- 2060 B, HET148 -2061 A, HETI - 08 -2061 B, HETI -08 -2062 A, HETI -08 -2062 B, HETI -08- 2063A, HETI -08 - 206311, HETI -08 -2064A and HETI -08- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 00825.17) 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 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s PTL -2987 and FTL -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) ....... . .. .. • . •• . • . ......... . .. ... .. . .... 1� ... • .. 00: . • • . Manuel P P.E. • • Product Control xa iner • : • 000 : • see NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1.. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28 /09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS -1. Notice of Acceptance No. 11 4624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 4624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No 11- 07115.09) 3. Laboratory compliance letter for Test Reports No. HETI 49 2530 A and HETI -09 - 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(SubmNed under NOA No. 09- 0706.09) 4. Laboratory compliance letter for Test Reports No. BET148 --2003 C, HETI -08- 2004 A, HETI 48 -2060 At HETI -08 -2060 B, MT148 -2061 At ETI- 08 2061 B, HETI -08 -2062 A, HETI 48 -2062 B, HETI- 08- 2063A, HETI -08- 2063B, HETI - 08 -2064A and HETI -08- 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15108, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) G. OTHERS • •Vgt4ge if :lgceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their • : Selie1� `�]Q -7700 Flange" Aluminum Single Hung Window — LM.I., approved on • • • •. •6848/8 and expiring on 12/27/16. • •.• ••• 00: • Man eIP rei, .E. •' : : Product Control xa ner :0: • ' : • : • ' : • 000 NOA No. 12-0127.16 Expiration Date: December 27, 2016 T, Approval Date: March 29, 2012 ••• E • . • • ••• • . -2 • • • • • • • • • • • •• •• • • • • •• •• ••• • • ••• • • r M ®OADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE OA www.miuMidadcnv/gera/` Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the'manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA . reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 113200" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L3200 -0801, titled. "Series: 3200 Ouiswing Impact Casement Window", sheets 1 through 7 of 7, dated 07127/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large 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. .' INS =Q&- 4 cbpf df this entire NOA shall be provided to the user by the manufacturer or its '.distaibutorom AcfslW beau ailable for inspection at the job site at the request of the Building Official. • - hi A dA�srevises►NOA•# 08- 1020.08 and consists of this page 1 and evidence pages E -1, E -2, E -3 and E-4, as well as approval document mentioned above. The submted.docureetatation was reviewed by Manuel Perez, P.E. . . .00 . • • M v YOANQ 12- 0127.21 r J A , Expiration Date: March 04, 2014 Approval Date: March 29, 2012 0 :0 . . . . 0 :0 . . 3�Z' Page 1 .... . •• •• . . • •• •• .... . . .... . Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. -Manufacturer's die drawings and sections. 2. Drawing No. L3200 -0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07127/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS (AM submitted under previous NOA #08 -2020 08) 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a•series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI- 08- 2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Vest Report No. HETI -08- 209911, dated 07/10/08, signed and sealed by Candido F. Forit, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pr6ssure Loading per FBC, TAS 203 -94 along with marked -up drawings and-installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2100, dated 07/10108, signed and sealed by Candido F. Font, P.E., 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI�08 -2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 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 a series 3200 outswing aluminum casement.window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2102A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. ....... . .. .. . ......... .. ... .. . . .... . ... ... ... • ... . Mauue e e P.E. Product Cant miner ' .. ... • • NOA No. 12-0127.21 . .. .. ' Expiration Date: March 04, 2014 Approval Date: March 29, 2012 .... ...... . E -1 . . • . .. .. . . . . . • . .. .. ... . . . ... . . Lawson Industries.. Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMIMD B. TXSTS (All submitted under previous NOA #08- 1020.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 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 a series 3200 outswing aluminium casement.vindow,.XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 8. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami w /SGP glass laminate by DuPont, Test Report No. HETI- 08- 2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked:up,.dnawings, and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2104; dated 07/10/08, signed and sealed by Candido F. Font, P.E. . . ....... . • . • .. ... .. . . • • . .... ••• ••• • • ••• ••. Manuel er •' : : Product Control Ex • r • :. : • NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 •.• • • ••. E -2 • • • • • • • • • • Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBYHTTED B. TESTS (Aft submitted under previous NYOA #081020.08) 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" am. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 13. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 . 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 14. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 butswing aluminum casement window, XX configuration, w/7/16" am. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -98. .• ••• • . 11 • • .. • • ... .. • • . . ...... . . .. • ... • • . 00 • • • • • •• •• . • ••• • • • • ••• • • • • • • • • • • • • • • V •• • • • • • • • • • • • • E -3 • • • Manue PgrIM P.E. Product Control ' finer NOA No. 17,0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11116. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 F. STATEMENTS 1 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS I. Notice of Acceptance No. 08- 1020.08, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I:; approved on 03/04/09 and expiring on 03/04/14. • • ... • .. . •.• • ••• ••• ••• • • •• • •• • • • • • • . •• ••. ••• • • • • ••• • • E-4 • • • I • • • • • • ••• • • • ••• • • Manuel er , E. Product Control E er NOA No. 12- 0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 INSTALLATION ANCHORSI (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET M4) EXT. & INT. FALSE COLONIAL — MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOW FLANGE FRAME WIDTH A )� MAX. 0 C. f— �. Mox. D.L.O. Width "' 6- (MAX _&p. -,1,143 f N • 4 a tn �'- ALL CORNERS { I . II " u x 11 11 B u n � O II 11 d =1148 11/10?, II II � u " 11 B 11 n 1� .ro 10 1/4' in 5y a 11 , 11 11 11 MAX. ABOVE 11 11 I. MEETING RAILS t II • ;� C zz Z I u old. a;p o ad L W ~ cam• 6' M o ETING RAIL, _ o z mw �. U z � a 9 7/8' F MAY. BELOW o w MEETING RAILS � z _ O iJ 6-MAX. EXT. & INT. FALSE COLONIAL — MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOW FLANGE FRAME WIDTH A )� MAX. 0 C. f— �. Mox. D.L.O. Width "' � -,1,143 f N • 4 a tn �'- _-Q , AVIV f l ..I u�/ u p " u n u II " u x 11 11 B u n � O II 11 d =1148 11/10?, II II � u " 11 B 11 n 1� .ro u LJ 11 in o�.. e a 11 , 11 11 11 o 11 11 WINDOW DUCK WIDTH 48" x 78" EQUAL LITE ELEVATION INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) INSTALLATION ANCHORS! (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET 2 INSTALLATION ANCHORS, (A> 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET 6' 1 t� Y x: � c f N • e O " , AVIV f l ..I I• 0 N II 11 d =1148 11/10?, INSTALLATION ANCHORS, (A> 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET 6' 1 t� Y `Y/ EXT. & INT. FALSE COLONIAL 52.125' MUNTINS ARE APPLIED W/ 52.125• WINDOW BUCK WIDTH AV SILICONE AND ARE WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. UN -EQUAL LITE RADIUS ELEVATION UN- -EQUAL LITE ELEVATION (LIMITED TO 'LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 8) General Notes: SERIES --7(00 SINGLE HUNG IMPACT VYINDUVV -- FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. S.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOP -BIMP ;N•CgNjAfT-i l" CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY - gTHER9). *AIOR d1'O- WIN0.OW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOp�'BU•C�i�3 n.� I3Fy,'ANLtOI�1;�D IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, SECTION 11.3.34 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MbLLIIQC"SINdW IM WftWOW§.WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED W=1100W$ U$IN4 A .VIAND -D3gl DE:�C:)UNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE TO o_ THF* LOWE.fw D8 ION D SY'SFTEVRE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY 13.) SEE SHEET # 3 FOR MULLION /METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL.V9T4L /S%Efj, IN,QQNTACT.WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAIN 4R ALINf D HA MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. • . . . . . • . .. •• . . . .. •• ... . . . ... . . INSTALLATION ANCHORS&— (A) A. MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) 5 PRODUCT REVISED es complying with the Fl&lda Building Code Accgptanoe No Expiration Date Ib BY de I'rcdact. Fyy l7 col 14 x: a a q II 11 " x - ' MOW D.L.O. Width M �! I M w � =1148 11/10?, u " 11 B 11 En Ch O t° u LJ 11 o , o�.. e a o in in k t II • ;� C Z I u �l `Y/ EXT. & INT. FALSE COLONIAL 52.125' MUNTINS ARE APPLIED W/ 52.125• WINDOW BUCK WIDTH AV SILICONE AND ARE WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. UN -EQUAL LITE RADIUS ELEVATION UN- -EQUAL LITE ELEVATION (LIMITED TO 'LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 8) General Notes: SERIES --7(00 SINGLE HUNG IMPACT VYINDUVV -- FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. S.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOP -BIMP ;N•CgNjAfT-i l" CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY - gTHER9). *AIOR d1'O- WIN0.OW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOp�'BU•C�i�3 n.� I3Fy,'ANLtOI�1;�D IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, SECTION 11.3.34 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MbLLIIQC"SINdW IM WftWOW§.WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED W=1100W$ U$IN4 A .VIAND -D3gl DE:�C:)UNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE TO o_ THF* LOWE.fw D8 ION D SY'SFTEVRE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY 13.) SEE SHEET # 3 FOR MULLION /METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL.V9T4L /S%Efj, IN,QQNTACT.WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAIN 4R ALINf D HA MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. • . . . . . • . .. •• . . . .. •• ... . . . ... . . INSTALLATION ANCHORS&— (A) A. MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) 5 PRODUCT REVISED es complying with the Fl&lda Building Code Accgptanoe No Expiration Date Ib BY de I'rcdact. Fyy l7 col 14 x: a a q 00 M �! I M w � E" En Ch O t° V o , o�.. e a o in in to z Z 6 co X CL 5. o o z CS �. U z � a x F o w � z O iJ � w �1 x ' `� W z n 0 o s � taco . cxa "J � "7-4 r ttw 0 .- VIP, ��.�aa.�.��•/ji' Ohs 0 o; 0 O 41 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1 1.00- M1A1 w ALL WOOD BUCKS ENGINEERED SEPARATELY — 8. TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) FP.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS MIN. IMENT a 4: e p' .4 4. SILICONE ADHESIVE BEDDING COMPOUND r..-SC1. • • 44t ' A . •• • • ' A •• • �' __ EX ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • #14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 23 SILICONE ADHESIVE BEDDING COMPOUND (1 12 INTERIOR 0 #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) OR 2 BY BUCK EXT. GRADE CAULK ---x 4' MAX. SHIM TYP AI ;FTED GLASS 0 ��(I��!_�`1G Il,dSfClillP aP,h .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. 4' CSEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) . '4 1 1/13' MIN. - - - - - a EDGE DISTANCE EXTERIOR EXTERIOR GRADE PERIMETER CAULKING WINDOW FRAME WIDTH ' S DISTANC WINDOW INSTALLATION NOTES: I. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO A>< BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR :fj ' MASONRY IS LESS THAN 1/8 ". SHIMS ARE NOT REQUIRED. ANCHORS NOTE, ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., WITH A MINIMUM OF I 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR 1. QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Fludda Build hs Code Acooptauoo N6.1 - 12 . i'"oa'Date Jla 13y Mir2fni afk ct' 7 y tt? C7 Q to to A M � Cam/! 3e a 2 >.,= — f!,f 1 2 C cc 8c ti +;3 U z t�► 1 4 N W Q z z N O W � o rn � z N O x z d o -pli 181 ®4p0�a� � e•os�.00 ° �� 0 s� 'SILICONE OPTIONS', DOW CORNING 699 SCHNEE- MOREHEAD 5731 TRENCO SPECTRUM 2 OADC' LAMINATED GLASS COMPOSITION - TYPE - -2 -- ITEM CLASS DESCRIPTION _ DETAIL -= = =- o —[ _ _ o _.._�_ 1 03ap• LAMINATE DESCRIPTION 1 1/8• ANNEALED GLASS By. . /KEEPSAFE By: 'SOLUTIA' E 0090' PLASTIC- INTERLAYER 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION — TYPE 3 ITEM CLASS DESCRIPTION DETAIL fw .=- -. =:zs '� WM`� -- 4 LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS SE NTRYGLAS PLUS By, 'DUPONT* I- E OA90' PLASTIC INTERLAYER 3 3/8' ANNEALED GLASS LAMINITID GLASS COMPOSITION — TYPE 4 ITEM CLASS DESCRIPTION DETAIL -_ _ __• ausm - Ny : 1- "4v LAMINATE DESCRIPTION 1 1/0• ANNEALED GLASS BUTACITE PVB Sy: *DUPONT* 2 0090' PLASTIC INTERLAYER 3 1/ B' ANNEALED GLASS LAMINATED 01ASS COMPOSITION - TYPE 5 ITEM GLASS DESCRIPTION - DETAIL t _ �, 0341P LAMINATE DESCRIPTION 1 1/0• HEAT -STRENGHTENED GLASS BUTACITE PVB By: 'DUPONT' E 3 0090' PLASTIC INTERLAYER LIB' HEAT- STRENGHTENEO GLASS GLAZING DEPTH ONE OPTIONS• - W CORNING 899 FWEE- MOREHEAD 5731 EMCO SPECTRUM 2 INSULATED LAMINATED GLASS CORPOSITION TYPE 8 ITEM CLAN DESCRIPTION DETAIL ~ -® u�• 145L - ME OU LAMINATE DESCRIPTION 1 110' HEAT- STRENGHTENED GLASS BUTACITE PVB B1" 'DUPONT' 2 009W PLASTIC INTERLAYER 3 4 1/8' HEAT- STRENGHTENED GLASS 1/4• INSULATED AIR SPACE 5 I /8' ANNEALED GLASS INSU MASS COMPOSITION TYPE 7 ITEM tI'4= MC4144 i e • i • • DETAIL • • __ _ _ _ _ I _ ve • -- - - LAMINATE DESCRIPTION 1 VI ANN D GL SAFLEX PVB By+ 'SOLUTIA' 2 0090' PLASTIC INTERLAYER 3 4 1/8' ALED 2W jVf INJULATED AIR SPA L• S I/ APLREALED G • • • • a3 +a' • • • • • • • T.AVyr. D AILS •AND OPTIONS . ..... . ... . ...... . .... .... . . .... . 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 91 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. WEATHERPROOF MOISTURE BARE BY OTHERS (Ti 2x SPACE INTERIOR EXT. GRADE BACK 2X, INSTALL I e RANEPFLANGEI BY JhYt?TthYt.S+lsS�hVh15)r+ihtit 4�rKt4KK<4K4K4K4KtGK � EXTERIOR .t � ti'..�:N;...•y EXT. GRADE PERIMETER „��::�. CAULKING NOT BY SEE MULLION APPROVALS FOR 'LAWSON INDUSTRIES% FLAT HEAD, PHILLIPS. TO BE APPLIED BY OTHERS C i JAU CTYP,) STUCCO OVER METAL LATH NAILED TO (ALUM. 0.078" MIN. THICK) EXTERIOR GRADE PLYWOOD SHEATHING INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE TO BE SPECIFIED BY ARCHITECT OR G.C. A ND FASTENER SPACING) (EXTERIOR FINISH BY OTHERS) INTERIOR NOT BY LAWSON INDUSTRIES, INC. 12 S.D.S. X 1 1/4" L. / ELEV. FOR SPACING WOOD FRAME INSTALLATION DETAIL LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. ALUMINUM MULLION SEE MULLION APPROVALS FOR N 12 X 3/4' S.D.S. SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. FLAT HEAD, PHILLIPS. MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. EE ELEVATION AND (SEE DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) FOR QUANTITY 7DP INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN A ND FASTENER SPACING) 1/4' MAX HUNG WINDOW OR MULL SHALL GOVERN SHIM INTERIOR 12 S.D.S. X 1 1/4" L. / ELEV. FOR SPACING EXTERIOR /E2 EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES; A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 8% ALUMINUM • 6063 -T5 MIN PERIMETER--j `---- WINDOW FRAME SEALANT EXTERIOR (ALUM. 0.078" MIN. THICK) E1 METAL STRUCTURE ATTACHMENT DETAIL PRODUCC REVISED as complying with 4W Flodda I3ui[d1519 COde Ac gumoe No 16 Expliation Data Mamt de Protthct' 0 0 a tO � M 00 3o0 in v Tj) 2E hi C on = k a Z �} a LLM A �z 4 z c Ca U a � p C0 a o A z �a z A. M E& L. t� x � a �d 04®� e °C/I I.L. 0 19.125 74.25 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W13H VENTS • W INDOW # Jamb Anchors + / - Pressures (psf) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 74.25 19.125 50.625 6 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 1 50.625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.125 50.625 60.0 80.0 80.0 # Jamb Anchors 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53 125 63 600 80 0 80 0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 19.125 78 8 1 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 1 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W( 4H VENTS WINDOW # Jamb Anchors + / - Pressures (psf} Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 1 60.0 80.0 80.0 19.12 §9 •9.4.f j je. ; .• :: •: ' • •� •8' •• ': •:' 60.0 80.0 80.0 26.5. 74.0 60.0 80.0 80.0 37 •• 074.29' 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.15 ":*74.26 78 '. 60.0 80.0 80.0 19.1'2a ;. •78;. ;. $ . • • 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 7 59.0 79.0 79.0 `N AV APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD WINDOW Jamb Anchors Glass Type 4 Glass Type 2 WIDTH HEIGHT 19.125 26 4 80.0 26.5 26 80.0 37 26 80.0 42 26 80.0 48 26 80.0 53.125 26 80.0 19.125 38.375- 4 80.0 26.5 38.375 80.0 37 38.375 80.0__ 42 38.375 80.0 48 38.375 80.0 53.125 38.375 80.0 19.125 50.625 S 80.0 26.5 50.625 80.0 37 50:625_ _- 80.0 42 50.625 80.0 48 50.625 80.0 53.125 50.625 80.0 19.125 59 6 80.0 26.5. 59 80.0 37 59 80:0 42 59 80.0 48 59 80.0 53.125 59 80.0 19.125 63 8 80.0 26.5 63 80.0 37 63 80.0 42 63 80.0 48 63 80.0 53.125 63 80.0 19.125 ,74.25 8 80.0 '26.5 74.25 80:0 37 74.25 80.0 42 74.25 80.0 48 74.25 80.0 53.125 74.25 74.0 19.125 78 8 80.0 26.5 78 80.0 37 78 80.0 42 78 79.0 48 78 71.0 : %i ,/•iii ACITY (PSR - EQUAL I + / -Pre ass Type 3 Glass Type 4 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 .60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.a 80.0 80.0 80.0 79.0 71.0 0 0 0 0 0 s w APPROVED CONFIGURATIONS - EQUAL LITE i. "w�/ a e t° y M 00 1 N at U o a .. q °' o o :it $ 1 z =* o ,°n 4°i x °D °' A a cr o a a w A " o A Q. ? W a r"` w z G`• x z to ° to w W N 0 Is. Q 0 x U M a 4 ra w o o° '"' ass Type 5 Glass Type Glass Type 6 7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.01 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 0 •ae eas o - - 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 z eq w z a - - 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 - - 79.0 PRODUCT REVISED as complying with the Florida Building Code Acceptwoa No ,�+ nation Date 00 CIA 0 Ms ia i de Product 12 V® fffffffffsfoo � a� ® z� O Us �`°e• FRAME HEAD FIXED MEETING RAIL V-7701 L -7704 (D O 0 FRAME TOP CORNER I `J � .062 1 ,moo F.062 i — L 2285 .844 .07@ 1.504 I I 2.651- ---- -- I ( 8083 -TS ALUMINUM j 8083- 8 UM j FRAME HEAD FRAME SILL FRAME JAMB L -7702 L -770+3 ( 8083 -T5 ALUMINUM ) ( 8083 T5 ALUMINUM I 51.2505 FRAME JAMB 1.441 . 2.437 2.b43 500 62J 4,050 .500 .062 �- -2.713 I +- • --.7st 9 VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL "RA £ SILL L -7705 L -7706 { 8083 -18 ALUMINUM ) O (80 03-TB ALUMINUM j I+ -7707 ('jl ( 80&3 -T8 ALUMINUM j FRAME BOTTOM CORNER t%-22 062 2000 �, VENT TOP CORNER 2.062 1.165 g a, .062 BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS I L -7801 1 FIN FRAME HEAD 6063-76 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT MEETING (TOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 I VENT BOTTOM (LATCH) RAIL 6063 -T6 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM 8 L -7708 AS REQD. GLAZING BEAD ( 3/8' ) 6063 -T5 ALUMINUM 9 FS -006 AS REQD. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 10 FS -040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H. /PHIL. 11 L -7531 AS REQD. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PWS -003 AS REQD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REQD. FIN SEAL WEATHERSTRIP .187•x.350' 14 PWS -009 AS REQD. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L -7711 AS REQD. GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 AS REQD. GLAZING BEAD - RADIUS 6063 -T5 ALUMINUM 18 L -7723 I SASH BALANCE CAM /GUIDE (2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L -7727 2 BLOCK 8 TACKLE BALANCE BSI Balance Systems 21 L -7539 2 VENT LIFT LATCH 6063 -T5 ALUMINUM 22 L -7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REQD. GLAZING SILICONE SEE GLAZING 8 SHT. 3 24 Of 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058 -1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 1 SCREEN FRAME L MESH 29 L -7730 1 PRODUCT LABEL 30 x IN x x 31 SM -5504 AS REQD. JOINT SEALANT SM -5504 32 x JAS REQ'D.j PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL �4 A °z� M � � Q to k] OC o--. a u7 to W w z z c 4 a o Dooxa � W � W •8 0 a z g a w R a Z Q z � w m' a k H c �Q n W zW p� yy N N s PEI a z z PENT JAMB RAIL ,a 1.075 -�I 1235 PENT TOP RAIL VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L -7539 L -7711 L -4204 okojo e0oe -�- O.ob% : ( a0&3 -Y$ ALUMINUM i ( 8083 -TS ALUMINUM i ( 6083 -T5 ALUMINUM • • • i 0 0 0 0 i •: • • �f 9 ��. PRODUCT REVISBD co' 44 (IAi� �• �� •• •• •• • • •• I as complying with the FIM(he '� ' N> t!d • �' 050 030 Bulid ng Code aLU to MAI eos AcecpMno0 No (v g O 1.013 • • • • • • • 391 (�} I hgti0n Date / :o (- '4 • • RAIL I •• • _t . �. - ANT BOTTOM CORNER D • i i • • • • • 115 . ••o 0o e• • • 773 • .773 Mieml Pw -- .698 -+ .456 0. FRAME & SASH CORNER DETAILS • d • • • • • A • •• w• • • • •• •• 000 0 • • ••• • • ANCHORSt (A)'3 AT FRAME HEAD (C) 3 AT FRAME SILL (D) S AT EA. FRAME JAMB tn All Zf21 113 M In ru 0 �- ^ i�. 3 C W ui I CD to 6" 25" D.C. MAX EXT. L INT. FALSE COLONIAL (W%} MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE L /tA1TnfJ � ..r . t. J 11 AVAILABLE AS OPTIONAL. "X" ELEVATION General Notes: U V (LIMITED TO LOADS ON SHEET 5 OF 7) :Si ANCHORS: (A) 6 AT FRAME HEAD "(•) CC> b AT FRAME SILL CD3 4 AT EA, FRAME JAMB 0 38 f N N I � e 4 i __T A l 0 C3 o N I s 00 _ �// 4 .... 0 O d °< J o L C3 of in Z CU u Y �� L n ydW u ` e' J 3 " y C3. D tn _ . «.. I.i... ._.. ..1.L« a` fu 1 II I. (MAX B ► i i — ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) �! 33 30115 8" ! - Aifiiic: 10. Widtfil .._.. «.. ( i D =TXaic `D L 0 w- /V. {}f - y I o� .m - •p exed• LLit@ t• �.: « «::-•: 9rockel of mid -span. p P4 X30 J-P Mox{j D.L.O./ Idth H .... :: II:.. . ..ii .. - «.. in i L tn i O C oo _. - ii J ._.... i B 3 6" 25" D.C. MAX EXT. L INT. FALSE COLONIAL (W%} MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE L /tA1TnfJ � ..r . t. J 11 AVAILABLE AS OPTIONAL. "X" ELEVATION General Notes: U V (LIMITED TO LOADS ON SHEET 5 OF 7) :Si ANCHORS: (A) 6 AT FRAME HEAD "(•) CC> b AT FRAME SILL CD3 4 AT EA, FRAME JAMB 0 38 f N N I � e 4 i __T A l 0 C3 o N I s 00 _ �// 4 .... 0 O d °< J o L C3 of in Z CU u Y �� L n ydW u ` e' J 3 " y C3. D tn _ . «.. I.i... ._.. ..1.L« a` fu 1 II I. (MAX B ► i i — ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) �! 33 30115 8" ! - Aifiiic: 10. Widtfil .._.. «.. E11 D =TXaic `D L 0 w- /V. {}f - y I o� .m - •p exed• LLit@ t• �.: « «::-•: 9rockel of mid -span. p P4 J-P H .... :: II:.. . ..ii .. - «.. - __. -.__ 6 -- ;! fi WINDOW FRAME WIDTH "XO" ELEVATION - (OX reversed) (LIMITED TO LOADS ONz SHEET 6 OF 7) a' 0 a 0 3: D� >r _ W U in c th .0 +Q c °� 0 a 1 3�-Fixed Brocket 0t 8" from end. (Typ. of oil Fixed Ute Corners) (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL (D) 4 AT EA. FRAME .JAM — ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) M A`: Al !I �. In - -• --- -- ...._.. . II... «.. 1i.... ......_ - --..: ....... _ eo i o / ! �.` ��• �� D =TXaic `D L 0 w- /V. {}f - y I ... ..._. .2 J-P - - - -- .._ «.« / - __. -.__ 6 -- L tn i O oo J \, J 74' WINDOW FRAME WIDTH "XX" ELEVATION (LIMITED TO LOADS ON SHEET 6 OF 7) SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -96. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO HE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEE'T'S 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY•8TH2R$) „P$I0jR'•T0; VjN�6W INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) e.) MATEWALS;II�C•I�•UI�•ING Hk *TOT LIMITED TO STEEL SCREWS, THAT COME INTO CON'PAC'1b 4WT$• TIT 1t b$SULAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND /OR SECTION 2326.2 9.) EXT. &,INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) *ME $ILL AN;HOR•ELIPS•�0 99-MICASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME 9NIT TOO E- LOIRATDD• WrMN: A 4/,Or 1/2” TOLERANCE. TOTAL a1 ANCT•VW j'EQUIRIF AT• $ILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET N 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • • • • • • • • • • • WHEN THE CAP BETWEEN THE•WINDOW FRAME AND THE BUCK OR MASONRY IS LESS 'PHAN 1/8 ", SHIMS ARE NOT REQUIRED. ANCHORS -NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) EXT. S. INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. PRODUCT REVISED as complying with the Fbdda Building Code Acceptanoe No 12--0/2.21 Expiration Date 014 MB i Dada Product rrrva R•utstm Nobu LA I A. Revised to Compi , w/ 2010 FBC � WSON 0 ®®w MEDLEY FLORIDA 33166 ' j 1 ®� D U I R! —1-7—c—:7) PH No. (305) 696 -8660 .255 ° NANUFACTURBR OF QUALIrY ALUMINUM WINDOWS AND CLASS DOORS 11f Draw cu" Port glop: Prod Cougarq: $Mss/Nodett ttun no/won" a Rmtrtan != a NOA ASSEM&Y WINDOW LCNOA 8 -01 OF : N. ERAZO °°`` ov/zr/o6 Series: 3200 Outswing Impact Casement Window =• f t*rd N. ERAZO 0I//z0/I2 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) ebn Lw•k Saalu Praluat Ryw"ee litanfirrr OrawlnB NumMrt SAt•k ��_�w� A CAS17�tENT3200- M0A-01 L3200•- •01101 1 OF 7 1/4' TAPCONS W/ 1 1/4' MIN. CONC. EMBEDMENT (BY OTHERS) PERIM. CAULKING BY OTHERS (TYP.) l +r CQ7 EXT. GRADE PERIM. CAULKING (TYP.) i S/32' EDGE DISTANCE INTERIOR GLASS ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY TO BE REVIEWED BLDG. OFFICIAL (TYP. ,� ,. (MIN. EMBED.) i� v o METAL LATH 'STUCCO (BY OTHERS) r• 1/4' MAX. SHIM SPACE x °�5 EXTERIOR GRADE PERIMETER CAUL BY OTHERS (TYP.) is I/4' MAX. EXT. GRADE ''� SHIM PERIM. CAULKING (TYP.) 'd 22 U 23 , 26 STUCCO ::t . ' , M +d, 24 v (BY OTHERS) i ' ::'..;.•� yry 4 e v r 4. d p A 44 4 .• •.. . . . . • .. . ... .. i ... • WHEN ItH 00C BIX&EAN •TIDE lV;OW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8 ", SHIMS ARE NOT REQUIRED. ANCI• I;; II C� BL r #A = rVEQD R tID. EWS INTD WODD, OR 1/4' TAP (MC.: oPASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTD WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 010 • • • • ••• • • I (MIN. METAL 1 AND EX1 SHEATHI GRADE _r OTHERS) 1 5/32' # 14 S.M.S. or WD. SCREW W/ 11/4' MIN. WOOD EMBED -1 ---- (BY OTHERS) ` ` 2X WOOD BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.> A2 v v Acceptance No 0 •2i Expiration Date ILAW go %Q ' EDGE -DISTANCE EXTERIOR BUCK (TYP.) EXT. GRADE PERIM. CAULKING (TYP.) IX or 2X —" R.T. WD. BUCK PR 1 $o'�•E A. Re t R Noon A. Revised to Com r °��,� •�• so, owl .. .* .... : :4U w Drawn Syr a� � N. ERA?A ��O •.•,�,�,° N. LRAZO TE �� ' • vow R.v► cw.t A te�8d� &9t0B4�3:•� .• v v' v ALL WOOD BUCKS v ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.> (MIN. EMBED.) 2X WOOD BUCK ANCHORED TO CONC. �} TO BE P.T. (TYP.) 1/4' MAX. SHIM SPACE INTERIOR 16 *'RODUCT REVISED as complying with tho FlIVIde Building Code Acceptance No 0 •2i Expiration Date ILAW go %Q 11 Mi Dade FtticY 1/4' MAX. HIM SPACE I (MIN. 2010 Fec LA WSON 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 U S R I E I C. PH No. (305) 696 -8660 MANI/i'ACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw C&MM Part Cauca Prod C-6ga ip s-UV 4010k /Inn Nol —Woo 09 Rrutcfton t NOA ASSEMOLY1 WINDOW 3200 LCNOA °ate o° 27/oa Series: 3200 Outswing Impact Casement Window 01/2200/18 VERTICAL CROSS - SECTIONS. DETAILS & NOTES Soator Prorarat W_CASEMS32OQ— aeNaA -at ' ' I,3200 -0801 " 2 of r N M STUCCO (BY OTHERS) n4,3 tip 1%47�j TAP PERIMETER CAULKING A UPI: ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) a /— PERIMETER CAULKING 3 S FIXED VENT EXTERIOR INTERIOR o •''':» : 47 17 21 17 16 P SHtH VAC D • •• • • • • ••• • • WHEN !NE BA; BF)fl`WEEtd T40VINObW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8 ". SHIMS ARE NOT REQUIRED. AAOR' •NOIT •" ANC4 FMS Z ilt to? $M$ OR gip. SCjtEWS INTO WOOD, OR 1/4' TAPC8NS or •APP VED N :*FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR GIUANTITIES REQUIRED) ••. • • . • •.. • . • • • • • • • • • • • •• •• • • • • •• •• ••• • • ••• • • EXTERIOR OPERABLE INTERIOR D 41 C 6 17 47 C 32 PROF etlsEC ALL WOOD BUCKS ENGINEERED SEPARATELY — O & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS IA' MAX. ---^ —*+, ^• SHIM SPACE r . r° tom• '��..;,.••? 37 8 18 15 t : c,,°.,.: "`.a. � r,. 15 18 � 36 3 �; 3 lTr ,° TATE OF x',04 .vaea ew N. ERAZO Daa l • � o PATE! oA_ .C1 • e --- -..ft} \ - Reuiefoa trvrtr A scale: 33 _ _ 34 a _- 43 a 43 35 a v tY 1/4' _ t 4 —I (MIN. BED.) o TAPCON — — (MIN. tE 1 �•.) ., . 41 C 6 17 47 C 32 MAR STUCCO (BY OTHERS) ' v 43 n 1/4" Q TAPCON —1 1/4• (MIN. EMBED.) Q, a. •a PERIMETER CAULKING EXTERIOR 11 INTERIOR M 17 1 PRODUC17REVISED as complybW with the Fhnida ALL WOOD BUCKS BuildibsCode ENGINEERED SEPARATELY AcceptanoeN01'2/ & TO BE REVIEWED ExPicahonDate f¢ BLDG. OFFICIAL (TYP.) By Mi ede Protittct LA MEDLEY, FLORID T.33166 IND S'I' R I E SS . I Z . PH No. (305) 695 -8660 MANUFACTURER OF QUALITY ALUMINUM WISDOMS AND CLASS DOORS haw Clan: Part clam Prrd caaSrory swat /Nodek Rren R.pnna. F. R.vi+im► of NOA EMBLY WINDOW 3200 LCNOA 08-01 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS - SECTIONS. DETAILS & NOTES rewiuot Roft" EM 00- 08MM -01 Deng NumMerr L3200 -0801 3 OF 7 PROF etlsEC Rraleton Notre O A. Revised 10 Comply wl 2010 FBC vrn Aw N. ERAZO Date A lTr TATE OF x',04 .vaea ew N. ERAZO Daa l • � o PATE! oA_ .C1 • e --- -..ft} \ - Reuiefoa trvrtr A scale: MAR STUCCO (BY OTHERS) ' v 43 n 1/4" Q TAPCON —1 1/4• (MIN. EMBED.) Q, a. •a PERIMETER CAULKING EXTERIOR 11 INTERIOR M 17 1 PRODUC17REVISED as complybW with the Fhnida ALL WOOD BUCKS BuildibsCode ENGINEERED SEPARATELY AcceptanoeN01'2/ & TO BE REVIEWED ExPicahonDate f¢ BLDG. OFFICIAL (TYP.) By Mi ede Protittct LA MEDLEY, FLORID T.33166 IND S'I' R I E SS . I Z . PH No. (305) 695 -8660 MANUFACTURER OF QUALITY ALUMINUM WISDOMS AND CLASS DOORS haw Clan: Part clam Prrd caaSrory swat /Nodek Rren R.pnna. F. R.vi+im► of NOA EMBLY WINDOW 3200 LCNOA 08-01 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS - SECTIONS. DETAILS & NOTES rewiuot Roft" EM 00- 08MM -01 Deng NumMerr L3200 -0801 3 OF 7 EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYP.) FACE CAULK BY OTHERS (TYP.) z LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 �' LII -118 1 X VENT ANTI SAG VENT /SILL RAMP NYLON 6/6 41 L -3002 1/2- 1 X HANDLE LOCKING HANDLE BACK PLATE + 42 2 WOOD FRAME INSTALLATION DETAIL 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 L -3002 LII -115 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 44 L -3004 1_11 -119 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2- PH SMS 45 L -3004 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT - 46 L -3004 LII -119 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L -3007 LII -164 1 X ANCHOR FRAME HEAD /JAMB SHEAR PLATE 6063 -T5 ALUMINUM (3" L.) 48 L -3009 Ul -159 AS READ. GLAZING BEAD - 7/16" 6063 -T5 ALUMINUM 49 L -3006 LII -111 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH. /PHIL. SDS 50 L -3005 LII -113 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4- PH SMS 51 L -3010 DC -899 AS REOD. I GLAZING SEALANT - SILICONE • ALL WOOD BUCKS ax WOOD ENGINEERED SEPARATELY BUCK (TYP.) & TO BE REVIEWED BLDG. OFFICIAL (TYP.) GLAZING BEAD BULB VINYL # 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED WINDOW FRAME EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES`, TO BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH 0 BY OTHERS <TYP.) FRAME PERIMETER CAULK DETAIL • • • • • • • • • • •i• 0• •• • • • •• •• MAX. IM ILL 1 1/4- — N. MOEO.) EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY \ INSTALLER (TYP.) SEE MULLION APPROVALS FOR (—MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED. CASEMENT WINDOW. OR MULLION SHALL GOVERN. # 12 S.M.S. X 1 1/4- L. SEE ELEV. FOR SPACING PERIMETER --/ WINDOW FRAME SEALANT 3A MULLION ATTACHMENT DETAIL PRODUCT REVISW as eoniplying with the FWda Buildiing Cade Acceotanoe No 12,012M0 LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG, NO. '—EXTERIOR GRADE .r�.• ;,µms �� 4:' ��.±.5•. Y � REMARKS . PERIMETER CAULKING �' LII -118 BY OTHERS (TYP.) FRAME HEAD 6063 -T6 ALUMINUM AEXTERIOR L -3002 1/2- AND GRADE FRAME SILL 6063 -T6 ALUMINUM SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL SEE MULLION APPROVALS FOR (—MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED. CASEMENT WINDOW. OR MULLION SHALL GOVERN. # 12 S.M.S. X 1 1/4- L. SEE ELEV. FOR SPACING PERIMETER --/ WINDOW FRAME SEALANT 3A MULLION ATTACHMENT DETAIL PRODUCT REVISW as eoniplying with the FWda Buildiing Cade Acceotanoe No 12,012M0 LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG, NO. PART NO. QUANTITY DESCRIPTION• REMARKS 1 L -3001 LII -118 1 FRAME HEAD 6063 -T6 ALUMINUM 2 L -3002 LII -11.5 1 FRAME SILL 6063 -T6 ALUMINUM 3 L -3002 LII -115 2 FRAME JAMB -HINGE SIDE 6063 -T6 ALUMINUM 4 L -3002 LII -115 2 FRAME JAMB -LATCH SIDE 6063 -T6 ALUMINUM 5 L -3004 1_11 -119 2 VENT TOP RAIL 6063 -T6 ALUMINUM 6 L -3004 LII -119 2 VENT BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -3004 LII -119 2 VENT SIDE RAIL -HINGE SIDE 6063 -T6 ALUMINUM 8 L -3004 LII -119 2 VENT SIDE RAIL -LATCH SIDE 6063 -T6 ALUMINUM 9 L -3003 LII -116 AS REWD, IN -POST 6063 -T6 ALUMINUM 10 L -3006 LII -111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063 -T6 ALUMINUM (3- L) 11 L -3005 LII -113 AS RECD. FIXED LITE MOUNTING BRACKET 6063 -T6 ALUMINUM (3- L.) 12 L -3010 U1 -7708 AS REOD. GLAZING BEAD - 5/16- 6063 -T5 ALUMINUM 13 L -7531 L -7531 AS REOD. GLAZING BEAD BULB VINYL PVC VINYL 14 SM -5731 AS REOD. GLAZING SEALANT - SIUCONE • 15 L -3012 LI -110 AS REOD. WEATHERSTRIPPING — FRAME/VENT PVC VINYL 16 L -3011 UI -133 AS REO -D. GLAZING BEAD 11/16- LAM. /INSUL 6063 —T5 ALUMINUM 17 L -3013 12 CORNER KEY PER FRAME • 18 L -3013 8 CORNER KEY PER VENT • 19 L -3013 4 X POST CORNER KEY PER IN -POST + 20 8 FRAME ASSEMBLY SCREWS #10 X 1- PH SMS 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4- PH SMS 22 2 X VENT 4 BAR 90' HINGES — STD. & H.D. • 23 2 X VENT 4 BAR 45 HINGES — STD. & H.D. * 24 AS REOD. HINGE MOUNTING SCREWS #10 X 1/2- P.H. /PHIL. B 25 1 X VENT VENT OPERATOR — DUAL or SINGLE * 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H. /PHIL SDS 27 1/ OPER. STAINLESS STEEL -C- TRACK • 28 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2- F.H. /PHIL. SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR • 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2- F.H. /PHIL. SDS 31 1/ VENT LOCKING HANDLE • 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10 -32 X 3/8- PH MS 33 1/ VENT LOCKING MULTI —POINT BAR • 34 1 X LOCK POINT TIE BAR NYLON GUIDES • 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1- PH. /PHIL B 36 1/ LOCK KEEPER (ST. STEEL) • 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L -3014 4 ISNUBBER 6063 —T5 ALUMINUM 39 2/ SNUBBER ISNUBBER INSTALLATION SCREWS #8 X 1/2- PH SMS xwbian Naga A. Revised to �• •• * s♦ p � 1 : OF Ql w Drawn Bp N. ERAZO �•.` �', ,`'® Reubed Ry: N. ERAZO �, Re -bten Eewk A to a', ;;ti •�� FBC ..A WS ON 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 I N L? V S I2I E S I N C. PH No. (305) 696 -8860 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Ctaea Part Claw Arad Caugarip Satee/Madeb Item Raj++xn" 0: Reebims NOA ASSEMKY MUM 3200 1.040A —01 D°" o7ia /os Series: 3200 Outswing Impact Casement Window Dab Deetad+ 01/20/18 BILL OF MATERIALS LIST AND DETAILS 8eab: Predvat Ref M 20O— WNOA -01 " L3200 -0801 I sh"N 4 OF? M. i S 18 LAMINATED GLASS COMPOSITION - TYPE "A- ITEM DESCRIPTION DETAIL • rye' 0.340• 1 1/8• ANNEALED GLASS 2 0.090' -PVB 'INTERLAYER DUPDNT OR s[ILUTIA 3 1/8' ANNEALED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE B ITEM DESCRIPTION DETAIL .o 034M 1 2 1/8' HEAT- STRENGHTENED GLASS 0490' PVB INTERLAYER S13LUTIA 3 1 /8' HEAT- STRENGHTENED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE C ITEM 1 I DESCRIPTION 1/8' HEAT - STRENGHTENED GLASS DETAIL I I 2 . 0.090' SGP INTERLAYER DUPONT oa4a• 3 1/8' HEAT- STRENGHTENED GLASS• 7,t16" LAMINATED GLASS COMPOSITION - TYPE D ITEM DESCRIPTION DETAIL J6z' aw- •' • =-; . - -: 1 2 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER SOLUTIA 3 3/16• ANNEALED GLASS 11 18 LAMINATED GLASS COMPOSITION TYPE E ITEM DESCRIPTION DETAIL 1�iL ® 414- ire' - = = _ -- - I 0344• 1 1/8' ANNEALED GLASSS 2 0.090' PVB INTERLAYER SCLUTIA 3 A 1 /8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS LAMINATED GLASS TYPES •• ••• • • • • • •• • •• • • • • ••• • • ••• ••• ••• ••• • V: . . . a- : •• •• • • •• • • • ••• • • • • ••• • • • •• •0 i i i i•••i ••• • • • ••• • • 5/18" Laminated 7/16" Laminated 11/16" Laminated /Insulates! GLAZING OPTION DETAILS NOW OF • ♦••mow o+nuOn fiv. N. ERAZO ,Q� °♦ N Rwtr ♦d Dyr N. ERAZO F8C LA WS 0.A1\vT 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 S E S ' X XT q. PH No. (305) 886 -8660 MANUFACTURER OR QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Clam part cuff. Proof Cabgosyr $er&� /Wod•D Item Rynvnae �r RwWm► N: NOA ASSEMB Y WINDOW 3200 ICNQA 06 -01 °"t` /277DB Series: 3200 Outswing Impact Casement Window ° °" 20712 GLASS & DP CHARTS AND GLAZING DETAILS FOR T' UNITS 24atr Product R• /•waa♦ Numbtrt CASEMENT32OD- OBNOA -DI Drawing Num6er7 L3200 -0801 5 OF 7 ............. _.. . Flange F Ir1e. V4(indow Glazed with 32Q4 Im act Casement Window .... _.._._..... _.. _...._...._._P..._...._.._._ ....... _.._.._..._ ...... ........... Configuration: "X" G_IassTypeAW@ Glass Type "B" Glasstype "C" Glass type "D" Glass Type "E" 5116" Annealed Glass 5116" W.S. Glass - 8 5116" W.S. Glass SGP 7116" Annealed Glass 111116" Annealed Glass Size ......... _.. _ ...........-- Code Width - t .... {inj Helght.... .._. _ On) Anchors DP( +)._._ _ .._... a'�-) ............fit psf #} - psf - -D� :} .._ .....DP(+) ......... psf DP(-) psF DP(� )._......_..DF'(-) p6f ._ psf .._..:.DP { + }..._. psf _ ....DP{ } ... pgf Head/Sill Jamb 12 19.125 26 2 2 59.0 59.0 70.0 820 70.0 82.01 1 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70,0 73.0 N W 14 19.125 50 625 2 4 59 0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 M 18 19.125 74.25 2 5 59.0 59.0 70. 82.0 70.0 820 70.0 73.0 70.0 1 73.0 H32 26.5 26 3 2 59.0 59.0 7 .0 820 70.0 820 70.0 73.0 70.0 1 73.0 p H33 28.5 38.375 3 3 59.0 59.0 0.0 820 70.0 82.0 70.0 73.0 70.0 73.0 0 H34 28.5 50.625 3 4 59.0 59.0 /70.0 820 70.0 820 70.0 73.0 70.0 73.0 0 H36 26.5 63 3 5 59.0 59.0 y 70.0 82.0 70.0 820 7QO 73.0 70.0 73.0 H36 28.5 74.25 3 5 59.0 59. 70.0 820 70.0 82.0 70.0 1 73.0 70.0 73.0 V 22 37 26 3 1 2 59.0 5. 70.0 820 70.0 820 70.0 73.0 70.0 73.0 37 38.375 3 3 59.0 .0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 24 37 50.625 -3 4 59.0 50.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 25 37 1 63 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 26 37 1 74.25 3 5 1 59.0 59.0 70.0 82.0 2020 24 24 2 2 59:0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2030 24 36 2 3 .59.0+ 59.0 70.0 82:0 70.0 82.0 . 70.0 73.0 70.0 73.0 - 2040 24 48 2 4 59.0 59.0 70.0 82.0 '70.0 • 82.0 70.0 73.0 70.0 73.0 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70,0 73.0 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82A 7Q0 73.0 70.0 73.0 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 W 2630 30 36 3 3 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 I,y 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 0. -0 70.0 73.0 70.0 73.0 N .26M 30 60 3 5 59.0 59.0 .70,0 82.0 70.0 82.0 .70.0 73.0 70.0 73.0 2660 30 72 3 5 59.0 59.0 70.0 .82.0 70.0 82.0 70.0 73.0 70.0 73.0 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.Q 73.0 70.0 73.0 2830 32 .36 3 3 59.0 59.0 70.0 82.0 7Q0 82.0 70.0 73.0 70.0 73.0 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2850 32 60 3 5 59.0 59.0 70.0 62.0 70.0 82.0 1 70.0 73.0 70.0 73.0 2860..: 32 72 3 5 59.0 59.0 70.0. ..82.0 70.0 '820 70.0 73.0 70.0 73.0 3020 36 24 3 2 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3030 36 36 3 3 59.0+ 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3040 36 48 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3050 36 60 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 3060 1_----J72 3 1 5 59.0 59.0 70.0 1 82.0 - - _ PRODUCT REVISED as CompTywo %Pith dw Floral• Sut7ding•Code ACcept=00 N-p o 2 , 2 � ,e NOW OF • ♦••mow o+nuOn fiv. N. ERAZO ,Q� °♦ N Rwtr ♦d Dyr N. ERAZO F8C LA WS 0.A1\vT 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 S E S ' X XT q. PH No. (305) 886 -8660 MANUFACTURER OR QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Clam part cuff. Proof Cabgosyr $er&� /Wod•D Item Rynvnae �r RwWm► N: NOA ASSEMB Y WINDOW 3200 ICNQA 06 -01 °"t` /277DB Series: 3200 Outswing Impact Casement Window ° °" 20712 GLASS & DP CHARTS AND GLAZING DETAILS FOR T' UNITS 24atr Product R• /•waa♦ Numbtrt CASEMENT32OD- OBNOA -DI Drawing Num6er7 L3200 -0801 5 OF 7 5 d6" iAMINATED GLASS COMPOSITION -- TYPE "A ITEM DESCRIPTION DETAIL .0.090• -g• .-'-'=4 1 0.3.0• 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER DUPONT 3 1/8• ANNEALED GLASS 5/16" LAMINATED GLASS COMPOSITION --. TYPE B ITEM I DESCRIPTION DETAIL .11 A - _- _---- �_- M -_-_ -_ a3�o• 1 2 1/8' HEAT - STRENGHTENED GLASS 0.090• PVB INTERLAYER SOLUTIA 3 1/8 HEAT - STRENGHTENED GLASS 5/1 LAMINATED GLASS COMPOSITION - TYPE C ITEM DESCRIPTION DETAIL ao90• • t 03�m 1 2 1 /8• NEAT- STRENGHTENED CLASS 0.090• SGP INTERLAYER DUPONT 3 1/8' HEAT -S TRENGHTENED GLASS 7/16" LAMINATED GLASS COMPOSITION • --TYPE- D ITEM DESCRIPTION DETAIL ��' = = - -•�-�= 187• • -• •- •- • =•-= =" a�6r 1 3/16' ANNEALED GLASS 2 0.090• PVB INTERLAYER SOLUTIA 3 3/16' ANNEALED GLASS 11 16 LAMINATED GLASS COMPOSITION TYPE E ITEM DESCRIPTION DETAIL. ® - U �(• - _ - _ _ ::ne 1 - 63t6• 1 1/8' ANNEALED GLASS 2 0.090' PVD INTERLAYER SOLUTIA 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS LAMINATED GLASS TYPES •• ••• • • • • • •• Glass Type' "N' Gass Type " EY" . Glass Type "C' Glass Type 61I7' • COl lfrgurd6on: "XX", °Xd' or •• • • • • ••• • 00 00: 711x" Annealed Glass 1111$" Annealed Glass Size Code Width {in Height Anchors • ••• ••• ••• ••• • • • • • • • • • • • • • • lilt • •• •• • • • • • •• • t 28 4 • • • 70.0 70 0 73.0 70 0 82.0 70.0 73.0 70.0 • i••• LU i i i• i • •• •• ••• • • • •• •• • • • ••• • • 5/16" Laminated 7/16" Laminated X9/16 ' GLAZING ITE 11/16" Laminated /Insulated GLAZING OPTION DETAILS .:: :. _...:.. Flange Frame Vi indow Glazed with 3200 Impact Casermnt Window Glass Type' "N' Gass Type " EY" . Glass Type "C' Glass Type 61I7' Glass Type "E, COl lfrgurd6on: "XX", °Xd' or 5116" Annealed Glass 6HV' H.S. Glass - PUB 6116" HS. dass SW 711x" Annealed Glass 1111$" Annealed Glass Size Code Width {in Height Anchors DP( +) I psf DP() Psf DPI +) y psF DP(�) pef •DP( +) psf DP(-) psf DP( +) psf a ps# Dl' { *i psf DP(-) 1-'--psF lilt Jamb N 22 37 28 4 2 1 70.0 70.0 70 0 73.0 70 0 82.0 70.0 73.0 70.0 73.0 LU 23 37 38:375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 M 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 25 37 3 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 730 700 73.0 Q32 53.125 •2S 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 O 33 53125 38.375 4 3 70 0 70.0 70 0 73.0 700 82.0 70,0 73.0 70.0 730 M 34 53.125 5.0625 4 4 70.0 70.0 70.0 73.0 70:0 82.Q 70:0 73.0 70 0 73.0 O35 53.125 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 V D22 74 6 2 70.0 70.0 70.0 73.0 70.0 82.0 700 73.0 70D 730 D23 1 74 3 375 6 3 70.0 70.0 70.0 73.0 70 0 820 70.0 73.0 70.0 73.0 D24 74 50.625 6 4 70.0 70.0 70.0 73.0 700 82.0 70.0 73.0 700 73.0 D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 1 70.0 73.0 70.0 73.0 3020 36 24 4 2 70.0 70.0 70.0 73.0 70:0 82.0 70.0 73.0 70.0 73.0 3030 36 4 3 70.0 700 70:0 73.0 70.0 82.0 70.0 73.0 700 73.0 3040 36 48 4 4 70.0 70.0 700 73.0 70.0 820 70.0 73.0 70.0 730 30050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 .70.0 73.0 N 4020 .48 24 4 2 70.0 70.0 70.0 73.0 70.0 .820. 70.0 73.0 70:0 73 0 W 1� 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 82.0 700 73.0 70.0 730 N 4040 48 48 4 4 70.0 700 70.0 73.0 70.0 820 70.0 73.0 70.0 730 4050 48 60 4 4 700 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 0 0 6040 60 48 5 4 .70.0 70.0 70.0 .73.0 70.0 820 70.0 73.0 70.0 73.0 2 6050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 602 • 72 -24 6 2 70.0 70.0 70.0 73.0 70.0 820• . 70.0 73.0 700 73.0 6030 72 36 6 3 70.0 70.0 700 73.0 70.0 1 82.0 70.0 73.0 70.0 73Q 6040 72 48 6 4 70.0 70,0 70.0 7310 70.0 820 70.0 73.0 70.0 730 ww 72 60 6 4 70.0 70.0 70.0 73 0 70.0 1 820 70.0 73.0 1 70.0 730 PRODUCT REVISED as complying with the Ftoa'Ids Bu ldms Code Acceptance No I Expiration Iota ui• By Mlam Dads Product 411111 P , ��► a � ® ®B� R iced to Comp w� 2010 F8C LA WS ON 8501 N.W. 90 ST. ; 0 �••'�� ®� , ND STRI 51. INC. MEDLEY, FLORIDA 331 60 • 0 55225 r • o MANUPACWREA Of QUALITY ALUMNUM WINDOWS AND CLASS DOOR$ are" CL,aw Para ebb Pend Cate $ NOA ASSEMBLY yypl iwlR •�/M� b LNm�Ry� pt Reute[a► I+ 'Cl a OTE OF "' N. ERAZO °°`° o°ii toe Series: 3200 Outswing Impact Casement Window �'p. 0 'a: a��m Rtvised N. ERAZO Date 081/20/12 GLASS & DP CHARTS AND GLAZING DETAILS FOR "X}C- 0X-XO" UNITS ee s`��0 Reubrim Lew& $loan Pradvea Ro /rwnas Nwndrrf BYWA06y Nwnbrrr Shirk DATE____ 0� A CASEMENI'3200-OSNOA -01 I L3200 -0801 1 8 OF 7 .. 11.: ` 1.21 5 0 L 2.250 1 �`1 FRAME HEAD �'J L -3001 6063 -T6 ALUMINUM 1E .062 —121 .5001-11 500 2 3 4 FRAME SILL / JAMB L -3002 3 6063 -T6 ALUMINUM 2.250 1 2.399 Og FRAME IN -POST RAIL L -3003 5 6 78 VENT RAIL L -3004 6063 -T6 ALUMINUM 47 FRAME SHEAR PLATE L -3007 6063 -T5 ALUMINUM 0.1201 1.215 ALUMINUM SNUBBER L -3014 6063 -TS ALUMINUM 62 4.1 4" P.H./ 1:01 SMI iOR CLUSTER L TYPICAL) INPOST ANCHOR DETAIL PERIIV —SEE MULLION APPROVALS FOR MULLION TYPE, SIZE ANa MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN TI*14' MAX. SHIM 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING ti1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR- ALUM. 1/8" MIN. THICK) A) STEEL : Fy = 36 KSI MIN. B) ALUMINUM : 6063 -T5 MIN. WINDOW FRAME METAL STRUCTURE ATTACHMENT DETAIL FRAME CORNER DETAIL Y SCRE X 1 1 SMS VENT RAIL CORNER DETAIL, FRAME IMPOST DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS tO FRAME SILL ANCHOR CLIP •094 11 PRODUCTl;BV1SED L -3008 FIXED LITE MOUNTING BRACKET as complying with the Florida 6063 -T6 ALUMINUM .970 L -3005 Building Coda 0.188 i �d.09a 6063 -T6 ALUMINUM Fxpilto hate IL 0.070 B M 2.794 —1478L `b ��181BBB�y "0.. Fs® • ' ' ` GLAZING BEAD m® Revteton Notm i� OAZJA AE�D�•� • 16 GLAZING BEAD ♦ ll{ ®� A. Revised to Comply w 2010 FBC n • LA WSON •'�' 6y�18��taml akad. •• 11/16" In 48 7/16" Laminated + :fit. 6 2g6 e� 8501 N.W. 90 ST. L -3010 or L -7708 L -3011 or LII -133 L -3009 or LII -159 1J -rR EN C. PHO No. �(3L005) 696 8660 • 06.60634§ &t&MINUM • • 6063 -TS ALUMINUM 6063 -T5 ALUMINUM : >� 1 NANUFAcrum OF QUAurr ALVIVINUM WINDOWS AND CLASS SODAS • • . • .. � „ • i • • • �+ i O�. ° ® Draw CAMN Part CUM Mod ftft Mt Sarta//todett teem wmaa it Rewstot /r • • • �.OLd • • i • • L:WO.26 er o° m NOA AS LY WINDOW LCN D8- 1 0.801 • •; • •e'9i5 d.80� �et� ., R �p4` °a ��m0 N. ERAZO a 4 06 Series: 3200 Outswing Impact Casement Window • • Lj 6 im�,,� '' p•• °•° �C7 0s.° R.ae.a N. ERAZO °a�' 0t ao /12 EXTRUSION CROSS — SECTIONS, & ASSEMBLY DETAILS • 01'8 • • • • • 0.050 0.686 �-d.1 t 5 0.688 I gyp! !L Reu4ton Lewtr ♦ 0 A Boater Produet Rojereme Numbwr Nambe►x SAee4 • • ' • DATE __ _ CASEiA 3200- O8NOA —o1 L3200 -0801 7 OF 7 MIAMI- [)ADE MIAMI -DADS COUNTY, FLORIDA 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.mhtmidaae.aovfeconomv Lawson Industries, Inc. 8501 NW 90 "' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `fLi�rte" 9141, Outswing Glazbd.Aluminum French Doors -» L.NLI. ) APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte - Impact French Out -Swing Door ", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F ", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Renewal 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its • disMbu on ands hellebe mailable for inspection at the job site at the request of the Building Official. • • This. (C�A�ene�vs� ibl No. 12-0127.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, a� *VVftnt mentioned above. • • As iY jl a ipprav The submitted documentation was reviewed by Jaime D. Gascon, P. E. ; •, ¢ l'� iE `zt'+ NOA No. 13-0328.11 ��[ N • • • • • c e�i Expiration Date: June 05, 2018 Approval Date: June 06, 2013 Page l • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, titled "La Porte- Impact French Out -Swing Door ", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F ", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HE' ETI -11 3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -09 2623, HETI -09 2645, HETI -09 2624 and HETI -09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted udder NOA No. 10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HE TI-04-1897, HETI - 04 -1896 A, HETI -04 -1896 B and HE, TI -04 -1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz Seda, P. E. (Submitted under NOA No. 04- 0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -02 TO95 and HETI -02 T090, issued on 01113/03, both signed and sealed by Rafael E. Droz -Seda, P. E. (Subpitted render NOA No. 03- 0219.01) . ......... . .. ... .. . .... • ••. ••. ••• ••. • ••• • • • • • . • . . . • . . . . . .. .. • • .. . • ••• • • • • ••• • • • • • • • • • • • • • •• .. • • . •• •• E--1 Jaime D. Gascon�. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 --94 4) Large Missile impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked —up drawings and installation diagram of aluminum OutsMng French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HET142- 1253, HETI -02 -17260 HETI -02 -1728, HETI -02 -1736, HETI -02 -1742, HETI 02 -1763 and HETI -02 -1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under NOA No. 03- 0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 10- 0128.04) 2. Glazing complies with ASTM B1300-98104 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11118. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2 --97, dated 01/25/12, signed and sealed by Thomas J. Solos x. E. • • 04: • • •. ;S'gbin • ff ted under previous NOA No. 12-0127.23) so Jaime D. Gascon, P. • Product Control Section Supervisor • • • • • • • • • . . • NOA No. 13-0328.11 • • • • • U • . . • • • • • • • . Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E -2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • • • •• •• ••• • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowwum) 2. Proposal issued by Product Control, dated 07127110, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI 11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10- 0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI -09 -2623, HETI- 09 -2645, HETI -09 2624 and HETI -09 2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No10- 0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI -04 -1897, HETI- 04- 1896A, HETI- 04- 1896B, HETI -04 -1377, HETI -02 T095, HETI -02 T090, HETI -02 -1253, HETI -02 -1726, HETI -02 -1728, HETI -02- 1736, HETI -02 -1742, HETI -02 -1763 and HETI -02 -1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03108/04, all signed and sealed by Rafael E. Droz -Sella, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12- 0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81-0" Outswing Aluminum French Doors — L.M.I ", approved on 04/05/12 and expiring on 06105/13. .• ••• . . . • . •• ... • • • . • •• • • • • • ••• is •• ••• •• • • • •• • ••• ••• ••• ••• • ••. • • • • .•• • • E_3 • • • • • • • • • • • •• •o %s •• • • • •• a• ••• • • • • " w; �- Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13--0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 BILL OF MATERIALS ITEM / DRM'G PART # REQD. DESCRIPTION REMARKS I L -901 Lit-098 I FRAME HEAD 6063 -T6 ALUMINUM 2 L -902 1.II -097 1 FRAME SILL 6063 -T6 ALUMINUM 3 L -903 111 -090 2 FRAME JAMB 6063 -T6 ALUMINUM 4 L -904 1_11 -096 2 SIDELITE JAMB ADAPTER 6063 -T5 ALUMINUM 5 L -906 1_1I-092 2 x panel PANEL TOP & BOTTOM RAIL 6063 -Tb ALUMINUM 6 L -907 1_II -091 1 x panel HINGE STILE 6063 -T6 ALUMINUM 7 L -905 LII -094 1 x panel LOCK STILE 6063 -T6 ALUMINUM 8 L -909 LII -09S 2 x panel TOP & BOTTOM RAIL ADAPTER 6063 -TS ALUMINUM 9 L -911 LII -085 AS REQD. 1/4 ROUND ALUM. BEAD - 7/16' 6063 -T5 ALUMINUM 10 L -912 1_I1 -087 AS REQD 1/4 ROUND ALUM. DEAD - 3/8- 6063 -T5 ALUMINUM li FD -624 -2 L -908 2 x panel HINGE LEAF ASSEMBLY 6063 -TS ALUMINUM 12 VVS -001 TP 3286 AS REQD. Bulb Vinyl Wts'p. -Tenn Plastics, Inc. See Material Composition at Sheet 6 13 PWS -ODI x AS REQD. WTS'P. a TOP /BOTT. RAILS Schlegel FS - .107'w. X 210% 14 PWS -002 x AS REQD. WTS'P. Q FRAME HEAD & JAMB Schlegel PB - .187'w. X .330'h 15 L -910 1_II -089 2 x pane( STRIKER MOUNTING PLATE 6063 -TS ALUMINUM 16 FD -619 FD -619 -1 2 x panel STRIKER PLATE 6063 -T5 ALUMINUM 17 FD -631 1_II -086 AS REQD. GLAZING ADAPTER 6063 -T6 ALUMINUM 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT Ce TOP & BOTTOM OF LOCK STILE) 19 FD -621 -2 HC- 024/025 I SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T COMBO 20 FD= 621 -2 HC- 024/025 1 SET IDOOR LOCK / DEAD BOLT SET SCHLAGE.- Series -F8350 COMBO 21 FD -621 -2 HC- 024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 83I COMBO 22 X. FS -035 AS RCQ'D: Frame Install. Screw -.Head 5/16'- TAPCON ( See Notes) 23 x FS -035 AS REO'D. Frame Install. Screw - Jamb /Sill 5/16'- TAPCON (See Notes) 24 X FS -026 8 FRAME ASSEMBLY SCREW 012 X 3/4- PH. -PHI. 25 x FS -012 AS REQD. JAMB ADAPTER $CREW #10 X 3/4' P.H. -PHI. 26 F6-634 LII -171 AS REQ -D. 1/4 ROUND ALUM. BEAD - 11116' 6063 -T5 ALUMINUM 27 x FS -043 8 GLAZING ADAPT. ATTACH. SCREW #8 X 1 1/4' FH. -PHI. 28 x FS -049 2 /Panel Double Rail Assembly Screw 3/8•x2 1/4' Hex Screw & Nut 29 x x AS REQ'11. NEUTRAL CURE SILICONE Schnee - Morehead SH -5731 30 x X AS REQD. NEUTRAL CURE. SILICONE Dow Corning 899 31 x x AS REQD. NEUTRAL CURE SILICONE Trenco S -500 32 x x AS REQD. Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 x x AS REQD. Laminated Glass see Pg. 5 Dupont - PVB 34 x x AS R£Q'D. Laminated Glass see Pg. 5 Sarlex - PVB 35 x HC -002 2 /Panel PANEL ASS'Y ALUM. PLATE I 1 /2'x 2'x 1 /8' (6063-75 ALUM) 36 x HC -004 2 /Panel Pant Ass -y Full Lenght Rod 3 /e'Dio.-20D Rod, Plate. Flange Nut 37 x FS-011 8 HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. 38 x FS -044 12 SIDELITE ATTACHMENT SCREW #10 X I' PH /PHIL. - (17' OC Max.) 39 HC -006 2PPOSORG1 6 /Jamb 1/2' Die. Hole Plug - Nylon 6 -6 MICROPLASTICS - Rockwell M -79 40 HC -007 62PPOS70GII 2 /Panel 7/8' Dia. Hole Plug - Nylon 6 -6 MICROPLASTICS - Rockwell M -79 41 x HC -010 I /BOLT FLUSH BOLT Sill Plug - Nylon 6 -6 SUNC13PLASTICS Inc. Rockwell M -79 42 L-913 LII-086 AS RED-D. I/2 ROUND FALSE ALUM. MUNTIN 6063 -T5 ALUMINUM 43 x x AS REQD. INT FALSE APPLIED MUNTIN 1.25' X .022' STOCK ALUMINUM 44 L -915 FD -623 AS REQD. FRAME HEAD SHEAR PLATE 6063 -TS ALUMINUM - 4' long 45 L -916 1.II -117 AS REQD. FRAME LOW SILL - 1PTIONAL 6063 -T5 ALUMINUM 46 FD -635 HC -050 I TWO -POINT FLUSHBOLT LOCK OPTIONAL ( FOR +/- 76.0 psF DP) 47 • G•DS FD,-64-1 2 Pa a FLUSH BOLT GUIDE ALUM. ANGLE I 1 /2'x I 1 /2'x 1 /8' Alum 6063 -T5 48 FD -6t7 F: -44706-2 22P$nel 2 -Paint Lock Bolt Guide ANGLE 3'x 3'x 11/2'x 1/8' Alum 6063 -T5 49 • x • • it i REi'jt. Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 FD -638 He- T StT LOCK ACTIVE HANDLE & TRIMSET ASHLAND #W52OIA -A 51 FD -637 He- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND #W5110- STACT5 OrOL640 •'HL•.s• 04ET • LOCK PASSIVE HANDLE & TRIMSET ASHLAND #W52OIA -P i• * -6:a9 • H = 1-SET• ULTI -POINT LOCK PASSIVE ASHLAND #W5110- STPAS4 54 • Ce 641 •H1% • 2 3f panel tti -Point Lock Bolt Guide NYLON 6 -6 Rockwell M scale 79 55 x FS- 4 / Guide Bolt Guide Attachment Fastener 06 x 1/2' P.H. /PHIL. 56 FD -642 HC- I x Lock Lock Top Mount Adopter NYLON ADAPTER 57 FD ►643 • - • I•x Loak Lock Bottom Mount Adapter NYLON ADAPTER ••• • • • ••• • • Sidetite Panel Width c 33 13/16 r Qx ) ANCHOR NOTES: 5 11 1. SEE ELEVATION AT SHEET I OF 6 FOR }" ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME-ANCHOR SPACING 0 FRAME HEAD & SILL. NOTES: 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAX. FRAME SIZE 145 1 /2 -w. X 95 3/4 -h. OXXO 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED 11' /SILICONE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 6). MAX. DAYLITE OPENING WIDTH = 25" 7). MAX. DAYLITE OPENING HEIGHT a 63 1/8" 8). SEE ELEVATION AT SHEET 1of6 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED PRODUCT RENHWED tbe F1�da as ooraplyins Building 006 1 Acceptt� r ',� 145 1/2' Max Unit Width Swing Panel Width � c 35 3/16- max. oC3 x active panel) Inactive panel) "OXXO" EXTERIOR ELEVATION NOTES: ES: 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -£1300 AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: 1). MAX. OP = ±86 PSF W/ (4) Surface Bolts & Gloss Types A. B, C & D. (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. OP = X76 PSF W/ 2 —Point Lock (active)+ (2) Surface Bolts at Inactive 3). MAX. DP = ±76 PSF W/ Fiat Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 4). MAX. OP = ±86 PSF W/ Multi —Point Lock (1— active) +(1— possive) at Inactive 110 7/8• Max Unit Width Cwinn /- E£ ALTERNATE,•„ T "0X0" ELEVATION - V1 S ?u 4- �o Q, � # n +' Lo x -C x p x 2:0 w 4x 'v C 4 (`7 01 tr> S zr in x i SEE ALTERNATE BOLT OPTIONS AT SHEET • ••• ••• ••• •••3 of B :•• :: "OXXO" ELEVA ION • • • • • • • • • • MAH•NOTE S• • • •• • • 1. SEE ELEVATION AT SHEET •1 OF 6 FOR ANCHOR �gO..C. MAX. SPACING AND LOCATIONS. 2.• ERS V g Oi; INS64LLATION 6AFj .. ... . . . • • ... . . rr 74 1/2.' Max Unit Width idelite nel Width 3116' nax_) Q 145 1/2' Max Unit Width - SEE ALTERNATE BOLT OPTIONS AT SHEET fU MdeLite 3 of 6 Swing Panet Width Panel Width Al 11( 33 13116' max. C 35 3/16' 30 5/8' Mox Unit Width LT A nax. N 3 of 8 F C I�.� S 3 � 3 of 6 0 5o 5 x" x ('a p 4- x . 2 3 a ahland Mult -Point Lock 01/27/11 Revised to comply v/ 2010 FBC ... ATE OF *W Revered Syr Dale Cdeeked . , L 1 2✓�,'� Nelson Erazo 01/27/11 �i m i Max. DL I Width OTQM x F J d 1 ±76.0 ±76A 5 +86.0 (I oQ 1p y s +76.0 5 Act, j e 3/16' 176.0 176.0 #76.0 5- 186A 35 3/16• ±76.0 +76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' x(6) 6 +86.0 11 3/16• +76.0 ±76.0 +76.0 6 Z C 's 17 3/16' ±76.0 +76.0 +76.0 6 +86.0 23 3/16' +76.0 ±76.0 +76.0 trn +86.0 5 Q.0ft x cs = °' ±76.0 ll +76.0 6 II 31 3/16' ±76.0 II +76.0 6 I 35 3/16' +76.0 +76.0 II II II II Ctive a +• OX Active %� n s ti/ Xt % j s 11 v Go wr II Ti+ • • . .• • • • • ••• • SEE ALTERNATE BOLT OPTIONS AT SHEET • ••• ••• ••• •••3 of B :•• :: "OXXO" ELEVA ION • • • • • • • • • • MAH•NOTE S• • • •• • • 1. SEE ELEVATION AT SHEET •1 OF 6 FOR ANCHOR �gO..C. MAX. SPACING AND LOCATIONS. 2.• ERS V g Oi; INS64LLATION 6AFj .. ... . . . • • ... . . rr 74 1/2.' Max Unit Width idelite nel Width 3116' nax_) Q "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ -SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. OR E LU ARE 1AVAILLA3M LE VATH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. - ggpp OPTIONS ATASHEETLT - 38 5/8' Max Lwt Width fU gg ££ TIRE.? OPTlN AT�SHEE 30 5/8' Mox Unit Width LT 2s• Max. Dt_ 3 Width - - - II 3 of 8 F C I�.� S 3 � 3 of 6 0 5o "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ -SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. OR E LU ARE 1AVAILLA3M LE VATH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. PRODUCT RENEWED NUMBER OF ANCHORS /JAMB as 4xlmplyb* w)tbdw I od& fU Building Coda Acceptance No I ao2s-1 I j 2s• Max. Dt_ 3 Width - - - II �J F C I�.� S 3 � D/ 0 5o 5 x" x ('a p 4- x . 2 3 a ahland Mult -Point Lock 01/27/11 Revised to comply v/ 2010 FBC ... ATE OF *W Revered Syr Dale Cdeeked . , L 1 2✓�,'� Nelson Erazo 01/27/11 �i m i Drawn Nelson Erazo Does Dry 01/20/12 OTQM x +86.0 23 3/ 6' d 1 ±76.0 ±76A 5 +86.0 (I oQ 1p y s +76.0 5 Act, j e 3/16' 176.0 176.0 #76.0 5- 186A 35 3/16• ±76.0 +76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' x(6) 6 +86.0 11 3/16• +76.0 ±76.0 +76.0 "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ -SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. OR E LU ARE 1AVAILLA3M LE VATH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. p � v "X" ELEVATION OPTIONSA TSHECT 3016 "0" ELEVATION /0 "-1- 0 l Al C ( MFO U Axed II ; "LaPorte" IMPACT FRENCH OUTSNING OOR - DESIGN D CHART PRODUCT RENEWED NUMBER OF ANCHORS /JAMB as 4xlmplyb* w)tbdw I od& fU Building Coda Acceptance No I ao2s-1 I so Z�� G Gl "B" + -(PSF} �J - S 3 � VIOTH e 0 5o 5 x" x ('a p 4- x . 2 3 a ahland Mult -Point Lock 01/27/11 Revised to comply v/ 2010 FBC ... ATE OF *W Revered Syr Dale Cdeeked . , L 1 2✓�,'� Nelson Erazo 01/27/11 �i m i Drawn Nelson Erazo Does Dry 01/20/12 OTQM x +86.0 23 3/ 6' +76.0 1 ±76.0 ±76A 5 +86.0 29 /16' 1p y 1 +76.0 p � v "X" ELEVATION OPTIONSA TSHECT 3016 "0" ELEVATION /0 "-1- 0 l Al C ( MFO U Axed II ; "LaPorte" IMPACT FRENCH OUTSNING OOR - DESIGN D CHART PRODUCT RENEWED NUMBER OF ANCHORS /JAMB as 4xlmplyb* w)tbdw I od& gg M Building Coda Acceptance No I ao2s-1 I A1L@ Z�� G Gl "B" + -(PSF} ' THOMAS J. SOTOS Miami Dade Product Control PROFESSIOtI?t#1,B CJ�N9 R VIOTH e F>r. ITC, i)�'. x (5) 5 Revision Notes: Revised to comply v/ FBC2004 - 11 1017 11 3/16 - Revised to comply v/ FBC2007 k added O a£a5 m Insulated Glass 01/22/10 j '• ,i ; ahland Mult -Point Lock 01/27/11 Revised to comply v/ 2010 FBC ... ATE OF *W Revered Syr Dale Cdeeked . , L 1 2✓�,'� Nelson Erazo 01/27/11 ,....�a ,a,Ay Drawn Nelson Erazo Does Dry 01/20/12 DATE -_ - -- sealer n.t.s. p � v "X" ELEVATION OPTIONSA TSHECT 3016 "0" ELEVATION /0 "-1- 0 l Al C ( MFO U Axed II ; "LaPorte" IMPACT FRENCH OUTSNING OOR - DESIGN D CHART PANEL 1QDTHARIGHT ACTUAL SIZE (INCHES) NUMBER OF ANCHORS /JAMB AP PANEL WIDTH ACTUAL SIZE (INCHES) P ( PSF } GLASS TY "A" " + /-( g} G Gl "B" + -(PSF} GLASS TYPE "C" + / -(P$F) GLASS TYPE "D" + / -(PSF) UDOTH a HEIGHT a VIOTH e 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' i)�'. x (5) 5 + 6.0 11 3/16 - ±76.0 +76.0 +76A S +86.0 17 3/16' 176.0 ±76.0 ±76.0 5 +86.0 23 3/ 6' +76.0 1 ±76.0 ±76A 5 +86.0 29 /16' +76A 1 +76.0 +76.0 5 186A -' 3/16' 176.0 176.0 #76.0 5- 186A 35 3/16• ±76.0 +76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' x(6) 6 +86.0 11 3/16• +76.0 ±76.0 +76.0 6 +86A 17 3/16' ±76.0 +76.0 +76.0 6 +86.0 23 3/16' +76.0 ±76.0 +76.0 6 +86.0 29 3/16' ±76.0 ±76.0 +76.0 6 +86.0 31 3/16' ±76.0 ±76.0 +76.0 6 +86.0 35 3/16' +76.0 +76.0 +76.0 • OnRAHLL PANEL MUST MELT AFFLWAHLL NLQUIKtMLNI5 PER 6UILUINU CURL. • () PARENTHESIS INDICATES e1 OF ANCHORS AT FRAME JAMB. 8501 90th LA V 1 MEDLEY.WFLORIDA 133166 I D LJ S T FZ I E S. I N C. (305) 696 --8660 MANUFACTURER OF QUALITY ALUMINUM MINDOMS AND CLASS DOORS Draw C&US: Part Gore: Pend Catryoryr: SrrGr/Illodek Item SAerk NOA APPROVAL I I IMPACT I FRENCH DOOR 1 1 2 OF 6 "La Porte" Impact" French Out -Swing Door Number. ehawbw Numbwr FO -2003 IRevl'eaa< Lrwer 5/16' TAPCON W/ 1 i I9• uru CuD I II2' MIN EDGE DI! TYP r t�•a 1 k MIN EMBED TYP Active INTERIOR SIDE INTERIOR SIDE i Inactive Active Inactive Sam i GEM 1 1$ 18 (j EXTERIOR SIDS � � pCtBRIQR Si08 E3 L_ J E4 L_J LOCK STILES. WITH FLUSH BOLT LOCK STILES WITH Two -POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE • • • •• ••• • • • • •• • • • • 6♦ J 40 7 se6' J I IB I TWO—POINT MULTI —POINT MAX. OP - *76 PSF MAX. OP a *86 PSF OPTIONAL LOCK DETAILS Active T•.. a .. Inactive n • • • • • • 2 sett height as 600 'yP MAR t t �� I .� 's.�e."`t':s: ♦MI�1'EMBED • r':' ':.1 �; • • • • .r: ��. V /=6• JN ` • ' • • • • • TYP • • • • CSEH2 MB fid • • Ti1W! ES SPAC > • E OETIONAb L- 120UPLE 13 tititi✓✓✓ • Rill; . • • • •• ••• • • • • •• • • • • 6♦ J 40 7 se6' J I IB I TWO—POINT MULTI —POINT MAX. OP - *76 PSF MAX. OP a *86 PSF OPTIONAL LOCK DETAILS Active T•.. a .. Inactive is Active �f Inactive a' At er T•.. a .. n go 'yP MAR t t �� I .� TIONAL BOLT 0 BOTTOM RAI ( SEE DETAIL E3 FOR MOUNTING LOCATION > ,FLUSH BOLT & TWO -POINT LOCK LIMITATIONS: 1). MAX. DP = *86 PSF W/ (4) Surface Bolts & Gloss Types A. B. & C. 2). MAX. DP = *76 PSF W/ 2 -Point ;Lock (active) +(2) Surface Batts ® Inactive Revision Notes: tevised to comply K/ FBC2004 - 111012 tevised to comply tr/ PBC2007 &added nsulated Glass 01/22/10 Ishland Mutt -Point Look 01/27/11 tevised to comply r/ 2010 FBC ttd Nelson Erazo 01/27/11 ftttft Nelson Erazo ba01/ 00/12 sear., n.Le. MIN EMBED (TYP.) ANCHOR NOTES: 1. SEE ELEVATION AT SHEET I OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. FASTEN €RS TYPES. F 6-FOR INSTALLATION PRODUCT RBNBWBD as coo I %yi& the Florida Building Code 0 Accqlance No EXTERIOR SIDE INTERIOR • $109 45 B 3 12 va• s ( *} OPTIONAL SILL Heigh •1 h1h EMBED 5/16' TAPCON W/ TYP 1 1/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) (•) FLAT SILL NOTE; 23 DOORS tL SID£LITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psf DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. LA WS ON MEDLEYwFLORIDAt33166 1VDUS'I'RIS. I1V C. (305) 696 -8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS omw Craft: Part Clan: Arad C"#Orw swrinlitadtk I Ittmt SAttk NOA APPROVAL I I IMPACT I FRENCH DOOR i 3 Of 6 "La forte" Impact" French Out- -Swing Door R.jernme Manton Arum"". FD -2003 IAftwitw. 14MOI: . !I 5/16' TAPCON W/ SEE BELOW FOR SPACING INTERIOR SIDE is r` 3 19 20 21 JAMB LOCK STILE a • s. p r +' I 46 • 6 7 •[ �. �'� 39 15 4 •� Active [ a• • R • • is • : • lk 17 v .. (� E UNIT WIDTH EXTERIOR SIDE • •' ' 5/16• TAPCON W/ [c r 1• �pH Cb : DIST. 1 1 /2' MIN EMBED. l.t ..w • s .�(SEE NOTES FOR SPACING) ,+ Y ;� .F OD BUC EMBE WO K y TYP '•`; 1 — 1/4' MAX HEAD J 44 SHIM TYP. HEAD (13 8 • h 22 W1 C Inactive JAMB 1/4' ri MAX S •' •Prp •e • —1 �- MIN EMBED (TYP.) 5/16' TAPCON W/ IN 2' w IR 1 I /2' MIN EMBED. EDGE SEE NOTES FOR SPACING YP t3 EXTERIOR SIDE w 1 a r . «L• •dK r • .., : i•.�'j '.,�+ •� I x (P.T.) : a , .r a• •w . e.< .w WOOD BUCK ..! 43 a LI I _ "LAM GLASS �7r w s t3 EXTERIOR SIDE w 1 w i 42 TYP 43 a ¢ d p a2 0 o INTERIOR SIDE t7 EXTERIOR SIDE 111 — 1 •• ••: : 2 T 13 i 25 B 1 23 • 'SILL*:* • • • • Height SILL r• ..♦ . f ••� �j< •� •I Z •MIN EMBED ♦ i. r• ♦ ♦'r• ♦N ♦ .'!, rt 'A, i • r ' ✓. TYP •+ - t• • 5/16' TAPCON V/ " w • • • • • • • • • • • • 1 1/2' MIN EMBED. 0 see • • • • • • • • (SEE INSTALLATION NOTES FOR SPACING) 1 /4• MAX. SHIM TYP. 38 Sideiite Attachnent Screw < 6 Screws a each side of Janios, - 12 totat per sideitte ) INTERIOR SIDE 17• most. DC i' • �. • • r a• •� 6 • F Active JAMB 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE BELOW FOR SPACING INTERIOR SIDE 3 < LOCK STILE , Active �Y � G F ,.X., UNIT WIDTH EXTERIOR SIDE STILE INTERIOR SIDE LOCK STILE ` 19 20 21 ,f •ter ':: . • � I Active • i .ri - L_.j G2 H2 EXTERIOR SIDE MULLION INTERIOR SIDE FRODUC17 REMWED Active 12 6 $ wiM the Florida Aecoptano No I ,. Sldetite�i°,�`. EXTERIOR SIDE r•vnaurnn Erna INTERIOR SIDE '' � ° ° -y= �Y`'.�_? ;..:� LOCK STILE -- -Mimni Dade Product CoE► 12 EXTERIOR SIDE INSTALLATION FASTENERS NOTE; "1X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5 16" X 3 1/2" Long TAPCON (•) SILL: 5 /16" x 2 1/4" Long TAPCON(o) JAMS: 5/16" X 2 3/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) (•) TAPCON BY "ELCO" OR "BUILDEX" "2X MK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3" Long TAPCON(l) SILL: 5/16" x 2 1/4" Long TAPCON(*) fve JAMB: 5/16" X 2 1/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) (•) TAPCON BY "ELCO" OR "BUILDEX" NOTES: ALL FASTENERS W/ 1 1/2" MIN. EMBEDMENT, AND 114" MAX. SHIM SPACE. • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. SPACING AND LOCATIONS } LA WS 8501 Yth Si. MEDLEY. . FLORIDA O 33166 INDUSTRIES, INC. (305) 696 -8660 NANUFACFURER OF QUALITY ALUMIHUN WINDOWS AND CLASS DOORS Draw Ctwu I Part Ciao: Prod Cateporp Strittf!(•dtk Item= $"*I: NOA AYPROVALI I IMPACT FRENCH DOOR 1 4 OF 6 `'b is 9i, '••r�tl/y�/% 4 ,•4 %J�iVS�• :p,��s y e''• 3y " IC e° OF & fit• `•�.f t^lo-�.B � A • ffi+ °.��b EXTERIOR SIDE Revision Notes: tevised to comply w/ FOC2004 - 11 /Ol/ tevised to comply w/ FBC2007 & added nsulated Glass 01/22/10 Iahland Mutt -Point Lock 01/27/11 tevised to comply w/ 2010 FBC Revbed SW Nelson Erazo Datt Clutkedr 01/27/11 Drawn am' Ditto Nelson Braze 01/20119 "La Porte" Impact" French Out —Swing Door jRyertnee Runt6w. n.t.s. j "`untb T FD -2003 r w 1 MIN EMBED :•s. I TYP i' • �. • • r a• •� 6 • F Active JAMB 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE BELOW FOR SPACING INTERIOR SIDE 3 < LOCK STILE , Active �Y � G F ,.X., UNIT WIDTH EXTERIOR SIDE STILE INTERIOR SIDE LOCK STILE ` 19 20 21 ,f •ter ':: . • � I Active • i .ri - L_.j G2 H2 EXTERIOR SIDE MULLION INTERIOR SIDE FRODUC17 REMWED Active 12 6 $ wiM the Florida Aecoptano No I ,. Sldetite�i°,�`. EXTERIOR SIDE r•vnaurnn Erna INTERIOR SIDE '' � ° ° -y= �Y`'.�_? ;..:� LOCK STILE -- -Mimni Dade Product CoE► 12 EXTERIOR SIDE INSTALLATION FASTENERS NOTE; "1X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5 16" X 3 1/2" Long TAPCON (•) SILL: 5 /16" x 2 1/4" Long TAPCON(o) JAMS: 5/16" X 2 3/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) (•) TAPCON BY "ELCO" OR "BUILDEX" "2X MK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3" Long TAPCON(l) SILL: 5/16" x 2 1/4" Long TAPCON(*) fve JAMB: 5/16" X 2 1/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) (•) TAPCON BY "ELCO" OR "BUILDEX" NOTES: ALL FASTENERS W/ 1 1/2" MIN. EMBEDMENT, AND 114" MAX. SHIM SPACE. • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. SPACING AND LOCATIONS } LA WS 8501 Yth Si. MEDLEY. . FLORIDA O 33166 INDUSTRIES, INC. (305) 696 -8660 NANUFACFURER OF QUALITY ALUMIHUN WINDOWS AND CLASS DOORS Draw Ctwu I Part Ciao: Prod Cateporp Strittf!(•dtk Item= $"*I: NOA AYPROVALI I IMPACT FRENCH DOOR 1 4 OF 6 `'b is 9i, '••r�tl/y�/% 4 ,•4 %J�iVS�• :p,��s y e''• 3y " IC e° OF & fit• `•�.f t^lo-�.B � A • ffi+ °.��b EXTERIOR SIDE Revision Notes: tevised to comply w/ FOC2004 - 11 /Ol/ tevised to comply w/ FBC2007 & added nsulated Glass 01/22/10 Iahland Mutt -Point Lock 01/27/11 tevised to comply w/ 2010 FBC Revbed SW Nelson Erazo Datt Clutkedr 01/27/11 Drawn am' Ditto Nelson Braze 01/20119 "La Porte" Impact" French Out —Swing Door jRyertnee Runt6w. n.t.s. j "`untb T FD -2003 ASSEMBLY SCREWS 228 U2 x 3/4• PMJPHIL. J 11 rz \CALxING S�NStDE> SILL SEALANT DETAIL NOTE. HEAVEN TO BE SCALED SIMILAR TO SILL LIFT OFF •' - DEPT LOWER HPR- PUNCHED BOTTOM LErT JAMS SIDELITE ATTACHM 12 1/4 SCREWS 232 ...... „• $to x 11 PHIPHIL. VEATHERSTRtP FACE UP / SILL M FRAME ASSEMBLY DETAIL LEFT MOOR „/ HINGE STILE i.s. HINGE A7TACHMENI- SCREWS 1131 210 3t 3/4• PH✓PH0.. 4 TINGE ATTACHMENT )ETAILS • ACCESS 'MULE INTERIOR SIDE 17 Glazing Adapter--\ F5 /8•rGlazing Depth Laminated Glass ADAPTER" - by Dupont or Solutia tsrEaloR s1BE DOOR '�B Types A ". "D" or "C" SIDELITE /JAMB ATTACHMENT DETAIL (SEE TABLE W/ CORRESPONDIM GLAZING TYPE 6 DESCRIPTION '— 1/4 Round ACCESS HOLE �. 32 33 34 Dead 8 1 O a EXTERIOR SIDE D GLAZING DETAIL 91 INTE2 THREI 3/a• HAND MIHGS LEAF-Td DOOR STILE BOTTOM TTACHME1tT HEX NUT 231 AND VAS►K 14• PHJPHIL. PANEL ASSEMBLY DETAIL ACCESS HOLE COVER 014 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE 414 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) DESCRIPTION (SEE NOTES FOR SPACING) 5/16' TAPCON W/ 1 1/2' MIN EMBED. INTO CONC. " IMFN EDGE DIST. ��(6063TS MIN.) 3 1 MIN EDGE DIST. �I . _ ( {y =G36MKS1 MINJ 1 /8'•TEMPERED GLASS iiRREI STEEL TUBE OR ER DADS RROVEDfON (S BE IN AN SPAINTED) 1/4' MAX. SHIM TYP. � t • • • • • • • • • • 1/4; MAX. SHIM TYP. • • • • • • • ••• • • • • NOTEt OPTIONAL INSTALLATION DETAILS MAY APPLY INTERIOR SIDE 10 Glazing Adapter { 6/16" Laminated Glass s/e 33 34 Gla ng (SEE TABLE V/ CORRESPONDING GLAZING TYPE 6 DESCRIPTION) 1/4' Insulated Air Space wf 1/8" Temp. Glass INSULATED SPACER •TruSeai'- Glazing Bead Dura Seal Swiggle Spacer, 2& Block - 1/4' Air Spoce Ptxo. 812- 25H-357 EXTERIOR GLAZING DETAIL #2 HINGE MrL13N END PLUG — t Na L -401e BI16•( �TA4M flS STEEL PIN GLAZING TYPE & DESCRIPTIONS .466" 0 A Laminated Glass by Du oont - Glass T e - "Ai_• 1 1/4' MIN EDGE DESCRIPTION 2' MIN. DGE DIST 5/16' TAPCON W/ 1 1/2' MIN EMBED. INTO CONC. 3/16` Annealedt (.- -.} TYP ] [ TYP (SEE NOTES FUR SPACING) !! !+ • • •(COMC.•TO DFV 3 KSI MIN.) e .! •. • •. •.4•�•A t I jk C �� M• � •r 3 3/16' Anneated 1/4' INSULATED AIR SPACE 5 1 /8'•TEMPERED GLASS � t • • • • • • • • • • 1/4; MAX. SHIM TYP. • • • • • • • ••• • • • • NOTEt OPTIONAL INSTALLATION DETAILS MAY APPLY INTERIOR SIDE 10 Glazing Adapter { 6/16" Laminated Glass s/e 33 34 Gla ng (SEE TABLE V/ CORRESPONDING GLAZING TYPE 6 DESCRIPTION) 1/4' Insulated Air Space wf 1/8" Temp. Glass INSULATED SPACER •TruSeai'- Glazing Bead Dura Seal Swiggle Spacer, 2& Block - 1/4' Air Spoce Ptxo. 812- 25H-357 EXTERIOR GLAZING DETAIL #2 HINGE MrL13N END PLUG — t Na L -401e BI16•( �TA4M flS STEEL PIN GLAZING TYPE & DESCRIPTIONS .466" 0 A Laminated Glass by Du oont - Glass T e - "Ai_• ITEM DESCRIPTION i DE?AtL 32 3/11V — 1 ascb• 1 3/16` Annealedt 2 .040' DuPont °SGP Intertayer 3 3/16' Anneated .340" 0 A Laminated Glass by Du ont -- Glass T "B" ITEM DESCRIPTION j DETAIL 33 .Jt" 1 — 03w 1 1/8' Anneated 1 2 .090• DuPont PVB Intertayer 3 1/8' Anneoted .340 O A Laminated Glass b Solutia - Glass Type C ITEM DESCRIPTION DETAIL 34 1 034a 1 1/8' Heat - Strengthened Glass 2 .090' Soflex PVB Intertayer 3 1 /8' Heat - Strengthened Glass GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass -by Solutia -- Glass T e D MM DESCRIPTION DETAIL re. ® a/4• 34 1 1/8' Heat- Strengthened Glass E 3 3G) SoTtex PVB Intertayer. 1/8' Heat - Strengthened. Glass 4 1/4' INSULATED AIR SPACE 5 1 /8'•TEMPERED GLASS .340 0 A Laminated Glass b y Solutia -• Glass T e "E ITEM DESCRIPTION DETAIL ® a/4• D14D• 34 1 1/8' Heat- Strengthened Glass 2 3 DuPont SGP ngth Intertayer 1/8 1/8' Heat-Strengthened Glass 4 1/4' INSULATED AIR SPACE 5 1/8• TEMPERED GLASS canes/ YY 1/4' MAXI SHIM TYP. SI pRODUCP RLMWFl) HINGE NTLDM jr,"ING as mmplyl0$ Withl++io PlOdda t No+ E•4013) AND .i2S -- "06/ -5/16' ELCO TAPCON W/ 5116, xaHe- OP311t'G Acoep 1 1/2' MIN EMBED. temesNo (SEE NOTES FOR SPACING) THOMAS I L HINGE ASSEMBLY DETAIL r PROF Ip1D ENEERIrD- 824_2ni agp ;�uctL� 2 x (P.T.) BUC •Ff+ 5 / WOOD BUCK CSEE GEN. ROTE 113> X 4 1i'ti %••••. A o Revision Notes: LA ON Revised to comply Tr/ FDC2004 - 11 /Ot /OS 8501 NW 90th St. Revised to comply Tr/ FOC2007 & added MEDLEY. FLORIDA 33166 � �•' 1 Insulated Glass 01/22/10 I IT D T-T E3 -r R I E E3 . I N C. (305) 696 -8660 1/4• MAX. SHIM TYP. y e � Ashland Muit -Point Look 01/27/11 NANUFACFURER OF gt1A41TY ALUMINUM WINDOWS AND CLASS DOORS t ) i Revised to comply x/ 2010 F8C Draw ef"S: Part Cum= Prod Cat4poiy: srnk2/Mod2ti i ;.nu sAe.r >a. a NOA APPROVAL IMPACT FRENCH DOOR 5 OF 6 Da01 27411 "La Porte" Impact" Frencuwn ``:� ' r= w t � .• � Nelson Erazo / / h Out-Swing g Door TO �91�t .imi it mo/vit FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS is •• i i • •• •• •`- u(� Drawn Dyi Nelson Erszo 01//220/12 Scald Part Nambm Nttmb", FD- -2003 IR'vTSt°i. A""t I .p 17 ._j a° a NM ra F� yuJ O o. l� io n� +7i1� •: :4 ••• 46 3/8' 11M STEEL STEEL BOLT I to MULTI- POINT. LOCK ACTIVE ACTIVE HANDLE L TRIMSET • •i 5 %5TTOH- i • GUIDE 3/8' O.D. - STEEL BOL o • • OPTIONALO 946 TWO -POINT LOCK LOCK #HC -050 C-;1- o*76.O :p& bp}* 000 .0 •• • • • MD. BQLT I_ 1 1/2 / TI -POINT K PASSIVE 52 531 )E . BOLT I;Or:tional Multi -Point Locks I • • • • ( +/- 86.0 psf DP) ASHLAND #V5110- STACT5 ASHLAND #V5110- STPAS4 • HANDLE 8 TRIMSET HANDLE S TRIMSET ISHLAND #V5201A -A ASHLAND OW52DIA -P FLUSH BOLT AND TWO -POINT LOCK `k6 ANGLE GUIDE #FD -627 -1 INACTIVE -PANEL FLUSH BOLT 4 �r ANGLE GUIDE 1 1 /2" LONG #FD -625 -1 2' SIDELITE PANEL, ALUMINUM PLATE 35 2" LONG #HC -002 '-STAIMESS STEEL BOLT (•) (s) SAW O.Q SSS 0.1- 7G0 pSF) <x> 3/8' D.O. SSS (+ /- 06.0 pSF) 8 INACTIVE -PANEL 18 FLUSH BOLT #HC -001 .076 .875 .062 i 062 J_ in 17 �. 1259 -! GLAZING ADAPTER yL -910 .460 .986 �-{ .908 QUARTER ROUND 26 (11/16') BEAD #FD -634 3.5 -- .096 1.750 074 .127 OPANEL HINGE #L -907 060 +.119 .730 •726 ^-- 4.187 .098 h- 2.031 HINGE LEAF 10 QUARTER ROUND 1.750 .075 11 A -908 Q(3 /8 °) BEAD #L -912 1-1070 5.05 _ .060 PANEL LOCK STILE X35 .656 7 #L -905 Ob5 .808 i I� 1 1.75 QUART -E�_ 1R ROUND D(1/4 ") BEAD 1.250 /jL- 911 .072 1.625 Ix 0.198 .045 HALF ROUND 062 T 4.000 .072 42 FALSE MUNTIN O RA�LADA ER 09 #L -913 Flexible Vin PVC Composition -Team Plastics Inc. 4. FPVC Biadc Co ound No. 7200 -75 =a PHYSICAL Revision Notes: Miam Revised to comply N/ F8G2004 -11 01/05 ASTAI NO. Du midcrHmdr oss "A °,10 see 75 D-2240 SpecifieGraft 1.45 D -792 Tensile Strength, PSI 1640 D•638 Ultinmte Elongation,% 340.0 D-638 Modulus@ 100%Elcngatiaa, PSI 765.0 D-638 Impact Brittleness, 31.0 D -746 *2. FPVC White: Compound No. 7287 -75 6 OF 6 PHYSICAL Dn/e CAteJ<ad 01/27/11 ASTAI NO. DtromdcrHardnoss "A ",10sec 75 D -2240 SpeciGcGratitp 1.45 D-792 Tensile Strength, PSI 1640 D408 Ultimate Elongation, % 325.0 D-638 Modulus@ 100' /oMongation.PSI 765.0 D-08 Impad Brittleness, -30.0 13.746 n. �4L te ` j 6yo twJ 1 11 .082 PANEL TOP & BOTTOM RAIL #L -906 1.750 I .125 .100 ` ---1 H-- .136 OFRAME JAMB #L -903 4.500 1.750 .687 F .065 1 FRAME HEAD 1.812 ---- #L-901 I ------- T 1.250 .100 .064 064 2.00D 7 x.500 FRAME SILL #L -902 066 .063 ,21 -14 .065 4.500 4 JAMB ADAPTER ; T A -804 1 ` 4.348 1.812 ..100 0.07$ 0.058 j 4.066 44 FRAME HEAD SHEAR PLATE #L -915 KI 2.688 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES .2t8 .100 - - - 500 2. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS T PRODUCF 1ZLrN13WHD 4.500 as cam yWS with the Florida 45 FRAME LOW SILL Building I (t #L -916 Acceptance No 1 4 a NOTE . !i %� REFER TO DETAIL '33' AT SHEET # 3 OF 6 =a FOR ADDITIONAL NOTES AND LIMITATIONS. Revision Notes: Miam Revised to comply N/ F8G2004 -11 01/05 8501 NW 90th St. Revised to comply Tr/ FOC2007 d( added MEDLEY. FLORIDA 33166 Insulated Glass 01/22/10 I N I7'LY E5 T R I E; S, T W C. (305) 696 -8660 Ashland Mult -Point Lock 01/27/11 MANUFACTURER OP QUALITY ALUMINUM VINDOMS AND CLASS DOORS Revised to comply x/ 2010 PDC Draw Ciao: Par( ctwe: Prod cc&# -V- S"4q$ /, Matetr -taro stu4. 140A APPROVAL IMPACT FRENCH 0001t 6 OF 6 Ra &ed By Nelson Eraze Dn/e CAteJ<ad 01/27/11 )t f) !) La Porte Impact French Out -Swing Door = Drawn Nelson Erazo X 01/ 0 /12 seatf. n.t.a. Par( Nuns" W Or"Aw Number: FD -2003 6ww" ""L• .r