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WS06-1093 4 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 �.� Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date:4/28/2006 Expires: 10/24/2006 Permit Number:WS-4-06-1093 Owner's Name: DIANNE FISCHER one: Permit Type: Windows/Shutters Parcel#: 1122320310070 Work Classification: Window/Door Replacement Block: Lot: Job Address: 1173 103 Street NE Section: PB: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Total Square Feet: 364 PREMIUM WINDOW INSTALLATION Yes Total Valuation: $ 6,444.00 Comments: R uired lnsR@gions REPLACE 16 WINDOWS AND DOOR Window Door Attachment Shutter Attachment Final Shutters Final Additional Information Type of Work:WINDOWS AND DOORS No of Openings:16 Additional Info: Classification:Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $4.20 WS-4�-24660 $281.10 Education Surcharge $1.40 Total: Permit Fee $260.00 co A Scanning Fee $9.00 pAy Q c3 PAID Technology Fee $6.50 Total: $281.10 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. (�2v — I Applicant Signature CCN :mss e06RO460231 OR Bk 24.4.74 Ps 0439'p Q P 9) NOTICE RECORDED05/01/2006 09°>38:4.4� HARVEY RUVINs CLERK OF COURT MIAMI-i)ADE COUNTYr FLORIDA COMMENCEMENT aENCS ENT LAST PAGE A RECORDED COPY MUST BE POSTED ON TBE IOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement: L Legal description of property and street address: ltd 2.Description of improvement: 1y C! tb \} OS N - 3.Owner (s)name and address: LCKM . tt"� �• t0 I GNU '(� Interest inro P PertY: . Name and address of fee simple titleholder. 4.Contractor's name and address: IUM 2S4 4 WWI VG '"V5 STATE OF FLORIDA,COU v i��'ftur� 5.Surety:(Payment bond required by owner from contractof fi>¢ CERTIFY that ffi s is s Name and address: Is Amount of bond:$ VW4 ESS.mY h a rclat Sa • ,�`` Cuw tts �i td`'�• 6.Lender's name and address: RUVI C K,Ofn r- r•court 7.Persons within the State of Florida designated by Owner upon whom notices or other d uments may be served as provided by Section 713.13 (1)(a)7.,Florida Statutes: Name and address: 8.In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13 1 P O (b)7.,Florida Statutes: Name and address: 9.Expiration date of this Notice otice of Commencement(the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name LA!�Fe` �.,X Prepared by' t V n nQiteta i`1, 1 gS Sworn to and subscri % this 2U a�' •�•� Public-Stab of FbOtkla t Notary Public Address:_ 3 2 s cL Print Notary's Name �' •'7 #00508 It Q ut i' - l 3 \5 4% a "p luurY APR 2 7 2006 HR 201 ............. �.... .. 74X50M EGRESSS BY.--. W ra) �) HR 201 XO HR 201 XO A 74X383/8 37X383/8 FRENCH DOOR .44 EGRESS (10) 101 HINGED LEFT Ln HR 201 XO 311/2X79 3/4 lm3 37X 50 5B HR 201 XO T. NTOF THIS 74X83 -PAPERMIT (11) HR 201 XO F 74X83 HR 201 XO (13) 37X60 S/8 HR 201 XO MR.R/CARDO 74X50 518 GONZALES ------------ HR 201 XO 7863269326 (14) 53 118 EGRESS 60 5/B 1173 NE 103 STREET EGRESS (ib) MIAMI SHORES FLA HR 201 XO (6) 37X505/8 (4) HR 201 XO NOT PART OF THIS 37X 50" PERMIT (16) (3) NOTPARTOFTHIS PERMIT (2)HR 201 XO 37X 63 PW 6000 96X63 HR 201 XOL2) HR201XO (17) 74X5O5/837X505$MULL BAR EGRESS 1X3X62 ) HR 201 XO 74X505/8 EGRESS • •• • • • • ••• • •• ••• •• • • • •• • • • • • • ••• • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Miami Shores Building Department a MI ,E 11 m 0 e. ♦� M. M.Mm 11 I 1 I! ! T I 1 I I I 1 I mang a � LW ti Rival ull MOM 123 9"0 W1- WVTM MM �� Okm , ONE L,Abm �'�Immu���. .l.`+ .�u� 19FAMM r • ■moi■■■ ■■■■■ ■�■■■■�i�� 9 • Gc)S ©6---LM3 MI�DADE MIAMI DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) (305)375-2901 FAX(305)375-2908 PGT Industries 1070 Technology Drive Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AH1). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade Coun and/or the AHJ in tY) areas other than i ( Miami Dade . County)reserve . the right to have thus product or material g pr tested for quality assurance purposes. If ' q tY this product P� p t or material fails toorm m the accepted manner,ep the manufacturer will incur the expense of such testing and the AHJ may r revoke modify, S Y mmediately ISI or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable able buildr ngcode. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. II DESCRIPTION:Series HR-201 Aluminum Horizontal Sliding Window with Heavy Duty Meeting Rail APPROVAL DOCUMENT:Drawing No.268-2,titled"Alum.Horiz.Roller(HD.MTG.Rail)",sheets 1 through 9,prepared,signed and sealed by Robert Clark,P.E.dated 5/10/02,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and II following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. erem. RENEWAL of this NOA shag be considered after a renewal application has been filed and there has been no change in the applicable building code negatively yae cting theormance of this P� product. T IUVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the igb Site at t1ae rAuest of tba Building Official. • . • . • • • The submitted documentation was reviewed by wa 110anguez: '• .. ... .. . . . .. o y ••� ••� ••� ••• NOA No 02-0313.09 . . • ... Expiration Date: June 27,2007 .. . . . . . . . . . •�. .•. . 0 ••• Approval Date: June 27,2002 Page 1 . . . . . . . . . . . .. •• . • . •• .. ... . . . ... . . Permit Receipt Permit Number: WS-4-06-1093 Invoice Number: WS-4-06-24660 Applicant: DIANNE FISCHER Company Name: Date Payment Type CheckNum Amount 05/03/2006 Check 608 $281.10 Total Payment: $281.10 Wednesday, May 3,2006 Page 1 of 1 I 1 ®� Miami Shores Village 1,W„ . w,, 3I PM . Building Department 0050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 kz) lbl�)BUILDING �((����f'� Permit No. 4n6 PERMIT APPLICATION SPR 2 O � 200Ister Permit No. � FBC 2001 i 12 W. Permit Type(circle):6 uilding Electrical Plumbing Mechanical Roofing ' P )� (?Aay ,/ GSDAU59�2 Phone# � � 'TM Owner's Name(Fee Simple Titleholder � Owner's Address ktV) 146 0 CW0 City WAR I% �;P State; IFL, _._ Zip 33 t Tenant/Lessee Name — Phone# Job Address(where the work is being e) VV_2 M City Miami Shores Vill e County Miami-Dade —zip ��rJ Is Building Historically Designated S NO - Contractor's Company Name �&1 H VN I NM Vv Phone# (,.30T)7& 1 p Contractor's Address Af " awcU c City �klhl% State Itu Zip-- ?GI:55; Qualifier OWM State Certificate or Registration No. Certificate of Competency No.. r Architect/Engineer's Name(if applicabley Phone# $Value of , or ri Square F ago i Ei�J1FCm 7 tr,.rc 3... •- It. rd:iu i a,�Boa to',,! .y �_, ata.)"�ti? Is�]I,`#y^1ua wa r •f - t ' p r !�<ry IFIln r v k��3s a .�ntr,ap�itr� :�y a r• :]New e Type of i, n � : � •iii a ?° ��P;tat'fF77,� �,'t+;.�;• Describe I IV �j �v- ZDO i Submittal Fee$ Permit Fee$ CCF,% 4 .ZO CO/CC Notary$ Training/Eduotion Fee$ 1 .4-0 Technology Fee$ 'r I Scanning$ Radon$ ' Zoning Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due$ 2� l -'' ® _ (�0�6 (Continued on opposite side) 0 3Ohl D Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards .of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins ection.which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection w1 not a appr d an a r ' pection fee will be gel Signatur Signature Owner or Age Contractor The for going instrument was acknowledged before me this 21 The foregoing.instrument was acknowledged before me this 2 day of OW44 20 0cf by 11.94• [, day of LLAOW 20 by who is personally known to me or who has produced who is personally known to me or who has produced' As identification and who did take an oath. as identification and who did.take an oath. NOTARY NOTARY PUB "•°P' LUIMAR MARTINIR2 "• "•,,�. LUIMAR MARTINEZ Sign: Sign: plc-Swe d Fitt Ex�ea:9, IV,ZMMW Print: Print My Commi MY Co �*�����*xx•x�������*x�e�������eexe�x*x�e�*�sea�a�ma�����������e* * APPLICATION APPROVED BY: ;� ,** Plans Examiner Engineer Zoning chc 05/13/03 Inspection Worksheet `n Miami Shores Village � 10050 N.E.2nd Avenue Miami Shores, FL ffNTgS tN Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-1602-P Permit Number: WS-"6-1093 Inspection Date: 10/25/2006 Permit Type: Windows/Shutters Inspector: Grande,Claudio CLInspection Type: Final Owner: FISCHER,DIANNE Work Classification: Window/Door Replacement Job Address: 1173103 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1122320310070 Project: <NONE> Block: Lot: Contractor: PREMIUM WINDOW INSTALLATIONS Building Department Comments tInspector Comments Passed Failed Correction Needed Re-Inspection Fee 75 ($ ) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,October 24,2006 Page 1 of 2 PGT industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,dated March 16,2001,signed and sealed by Robert L.Clark,P.E. "Submitted under NOA#00-0912.05" 2. . Statement letter of no financial interest,dated March 16,2001,signed and sealed by Robert L.Clark,P.E. "Submitted under NOA#00-0912.05" 3. Laboratory compliance letter for Test Reports No.FIT,-2902,FTI-2903 and FIT,2975,issued by Fenestration Testing Laboratory,Inc.,dated January 30, 2001,signed and sealed by Antonio Acevedo,P.E.' "Submitted under NOA#00-0912.05" G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code(FBC). .. ... . . . . . .. •• . .. .... Theodore Berman,P.E. •. �. Deputy Dirftor,Product Control Division • ••• ' ' NOA No 04-0528.04 •• T4iration Date: June 28,2006 ••' •• :•• Approval Date: July 08,2004 E-2 ... . . . ... . i vi M I A M I•DADE M IAM[-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 NEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O.Box 1529 Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series SWI401 Outswing Aluminum French Door-Impact APPROVAL DOCUMENT:Drawing No.971,titled"French Icor-X,XX",sheets I through 4 of 4,prepared, signed and sealed by Robert L.Clark,P.E.,dated 4/13/01,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 Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent Iabel with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved;-1Lnless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fried 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 useirby the manufacturer or its distributors and shall be available for inspection at the�Xct siteet tt c rcjuCstpfih�Building Official. This NOA revises NOA#01-0417.04 and, onsisi of tiispageK•0 w8U as approval document mentioned above. The submitted documentation was reviewed$y*Wodele Btrnftn•P'L. • • • ••• • • NOA No 02-0701.12 o . • • • • • • ••• •ES iration Date: November 22,2006 • • • • • • • • • Approval Date: July 12,2002 Page 1 W D1ADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE RAG=BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAK FLORIDA 33130-1563 ( 375-2901 ( o 375-2908 NOTICE OF ACCEPTANCE (NOA) www.bdip �nucom PGT Industries,Inc. 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA' is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Hoard of Rules and Appeals(BORA)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 Division (1n Miami Dade County)and/or the AHJ(in area other than Miami Dade County)reserve the right to have this product or material . p tested far duality assurance purposes.If this product or material fails 1 a:ls to perform in the accepted manner, the manufacturer will incur the expense xpense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or*material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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"F6000"Aluminum Fi ed Window APPROVAL DOCUMENT:Drawing No.550,titled"Aluminum Fixed Window Non-Impact",sheets 1 through 10 of 10,prepared by manufacture;dated 10/24/00 with revision"I"on 05/02/05,signed and sealed by Robert L. Clark,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number dad expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a pmmanent label with the manufacturer's name or logo,city,state following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein and RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#041104.02 and,consists of this page 1 and evidence page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F.GonzaIe2,P.E.,Director,BCCO I Exprhudon Date: Se tptm�a 2006 Y Approval Date: September 22,2003 P9geI I PGT Industries.Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUB A. DR.AwI NGS I. Manufacturers die drawings and sections. 2. Drawing No.550,titled"Aluminum Fixed Window Non-Impact", sheets 1 through 10 of 10,prepared by PGT industries,dated 10/24/00 with revision I l'05/02/05 signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-03109,dated 8/1/03,signed and sealed by Joseph C.Chan,P.E. "Submitted under NOA#0¢1104.02" 2 Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-00141,dated 09/27/00,signed and sealed by Joseph C.Chan,P.E. "Submitted under NDA#04.1104.02" 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 along with marked-up drawings and installation diagram of aluminum fixed window, Prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4339, dated 09/27/04,signed and sealed by Edmundo Largaespada,P.E. "Submitted under NOA#04-1104.02" 4. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Aar Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4340, dated 09/27/04,signed and sealed by Edmundo Largaespada,P.E. "Submitted under NOA#04-1104.02- C. CALCULATIONS 1- Revised Anchor Calculations,and structural analysis,prepared by PGT Industries, dated 07/18/05,signed and sealed Robert L.Clark,P.E. 2- Anchor Calculations,ASTM-E1300,and structural analysis,prepared by PGT Industries,dated 1/8/04,signed and sealed by Robert L.Clark,P.E. "Submitted under NOA#04-1104.02" Herminio F.Gonzalez,P.E. Direetor,Building Code Compliance NOA No 05-0725 11 Expiration Date: September 13,1406 E-1 Approval Date: September 22"200$ PGT hgdustries,Inc. NOTICE OF ACCEPTANCE;EVIDENCE SUBMITTRD 3. Anchor Calculations,ASTM-E1300,and structural analysis,prepared by PGT Industries,dated 11/02/04,signed and sealed by Robert L.Clark,P.E. "Submitted under NOA#0¢1104.02" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of no financial interest dated July 21,2005 signed and sealed by Robert L. Clark,P.E. 2. Statement letter of Code Compliance issued by pGT Industries on July 21,2005 signed and sealed by Robert L.Clark,P.E. G. OTHER 1. Leger from the consultant,dated August 08,2005,stating that the product is in compliance with the Florida Building Code(FBC). 2. Notice of Acceptance No.04-1104.02,issued to PGT Industries,Series,,F6000" Aluminum Fixed Window,approved on 01/27/05 and expiring on 09/13/06. Herminio F.Gonzalez,P.E. Diredor,Building Code Compliance NOA No 05472511 Expiration Date; September 13,2006 E-2 Approval Date: September 22,2005 (A)S- No- i Dq3 M 1 A M i a NIIANQ DADE COUNTY,FLORIDA =IMETRO-DADS FLAGLER BURDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUM 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-29M NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O.Boz 1529 Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(In Miami Dade County) and/or the AHI(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 AHI may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Division 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 Humcane Zone. DESCRIPTION:111x Std.Wan-Aluminum Tube Clipped Mullions APPROVAL DOCUMENT:Drawing No.6620-1,titled"1"STD.Wall Mullion Arrangement Detail",sheets 1 through 5 of 5,prepared.,signed and sealed by Robert L.Clark,P.E.,dated 5/26/04,with revision"A"on 5/3/04, bearing the Mum Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small miswe Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "MmmiDade 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 bq prgy4W to the user ty the manufacturer or its distributors and shall be available for inspection at the job siteht the Aqu "eel ct 4e$j ji g Official. This NOA revises NOA#02-0701.05 and,consist4f tba;pn#1* 1•ql§v4leaeg pages E-1 and E-2,as well as approval document mentioned above. •• 000 The submitted documentation was reviewed by Theodore Bermam,•P.E. • • ••• • NOA No 04-0528.04 nzAIL •• • • • � �piratlon Date: Juni 28,2006 •• ••• Approval Date: July 08,2004 Page 1 . . . . . . . . . . PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6620-1,Sheets.I through 5 of 5,titled"1 Std Wall Mullion Arrangement Detail",prepared by manufacturer,dated 5/26/04,with revision"A" on 5/03/04,signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows(00 configuration)60"x 54"mulled together with a Ix 2 x std wall mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2902,dated 01/05/01,signed and seabed by Antonio Acevedo,P.E. "Submitted under NOA#00-0912.05" 2. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows(00 configuration)80"x 76"mulled together with a 1x 4 x std wall mullion,prepared. by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2903,dated 01/05/01,signed and sealed by Antonio Acevedo,P.E. "Submitted under NOAH`00-0912.05" 3. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows with a transom lite(0/00 configuration)mulled together with a lx 2 x 3/a"wall vertical mullion and a 2 x 6"x 1/4"wall horizontal mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2975,dated 01/23/01,signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#00-0912.05" C. CALCULATIONS 1. Engineering Structural&Anchor Calculations,prepared by manufacturer,dated 08/20/00,revised on 5/24/01,signed and sealed by Robert L.Clark,P.E. "Submitted under NOA#00-0912.05" .. ... . . . . . .. •• Theodore Berman,P.E. • • • •.peputy Director,Product Control Division • •• ... NOA No 04-0328.04 • expiration Date: June 28,2006 •• ••' :•• • ' 'Approval Date: July 08,2004 E-1 Or OV 000 . HEXAGON 64 BETWEEN FLATSF-!JL L CIRCLE CL E DETAIL C Maximum Area 21.65 sq. ft. SEE SHT. 8 060" Maximum Area 14.64 sq. ft. ARCH. FAN ELLIPTICAL Maximum Area 47.32 sq. ft. q 120" x 55" 120" x 48'• Maximum Area 35.20 sq. ft. Maximum Area .31.46 sq. ft. RevWd ey a ReNslons: NOTES: KION--IMPACT WINDOWS (TEMPERED GLASS SHTS. 7 & 2 � - r-� + sir .. ... . . '• •: •• R•yvadA&� taR R®vleTO r:f`i. • i� i 7 i15 N—NO CHANGE THIS SHEET 1.) GLAZING OP77ONS. 3/16" TEMPERED OR I.G. GLASS (3/167. AIR SPACE, 3/167 . SEE GLAZI-MG DETAILS SHEET 8. to to: �� R°'� 1a R°'W"8' 1114" TEMPERED GLASS MAY BE SUBSTITUTED FOR 3/16" TEMPERED] FX i2/os t c,Aon FR-4340 TO NOTE 7 2.) CONF/GURA770NS: O Rte► er:� R • lk 4^F—ADD I.G. GLASS OPRON & UPDATE NOTES 3.) FOR DESIGN PRESSURE RATING SEE COMPARA77VE ANALYSIS ON SHT. 9 OF 10. &4:�. • 4.) SEE SHEET 9 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 " •J�'" � ��� ' OF 10 FOR ANCHORAGE DETAILS. : 5.) .MIAMI—DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI—DADE VlNDtU;iW ELEVATIONS, 3 167 & TEMPERED I.G. GLASS COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. �� 7we. •; " • 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. AL .FIMP--WINDOW, NON—IMPACT 7.) REFERENCE TEST REPORTS- FTL--2818, 2819, 2820, 3853, 4,339 & 4340. Robert Cark.P.E. •• er 7�oaet @; w"� 8.) F=6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. PE#39712 1070 TWHNOLOGY DRIVE' P-0. BOX 1529 � � Rev. S7ucturw NOKOMIS. FL 34275 NOKOMIS. FL 34274 F-600 NTS 1 o►l0 550 I SOn TRAPEZOID EYEBRO UV 920" x 60" QUARTER CIRCLE 60" x 120" Maximum Area 49.90 sq. ft. Maximum Area 43.75 sq. ft. 68" x 68" Maximum Area 25.22 sq. ft. RECTANGLE 60" x 120 OCTAGON " Maximum Area 50.00 sq. ft. 60" x 60" , , W.tee: R.vJslona: Maximum Area 20. 71 sq. ft. .. .:00.., . 0 K. I—NO CHANGE THIS ShU7 HALF CIRCLE . � te a: • • • • �/t`7�05 N—NO CHANCE THIS SHEEP n " ••• • K t2 06 O4 C—CORRECT EYEBROW DIMENSIONS 120 x 60 Rend &y.-Onto: R on: Maximum Area 39.27 sq. ft. 7Q/P4/Q4 F—REMOVE REDUNDANT NOTAWNS ... . / INaus �s ELEVATIONS, 3116"T & TEMPERED 1.G. GLASS `.►j J d'y nth: see * . . . ... . • ['/ J AL ,�3Q.:FVaD :W1NDOW, NON-IMPACT Robert L t�k,P.E. • • tlktr • dd.a . soo�e: Sheet orawlr g Juo. Rev.' PF 9;19712 1070 TECHNOLOGY aViE P.O. aa* 7529 udural NOKOMlS. FL 34275 NOKOMIS. FL 34274 F—&1100 NTS 2 �1 0 �j rjQ j HEX � B HEXAGON � 48" BETWEEN FLATS FULL CIRCLE DETAIL C Maximum Area 13.86 sq. ft. SEE SHT. 8 048" Maximum Area 12.57 sq. ft. am"Tf 4 d4 ARCH. 37" x 74" FAN ELLIPTICAL Maximum Area 17.99 sq. ft. 74" x 36" 74" x 36" Maximum Area 14.42 sq, ft. Maximum Area 14.5,3 sq. ft. R~ Sjr,flats: ReWakm- NOTES: NON-IMPACT WINDOWS (ANNEALED GLASS SHTS. 3 & 4) > x 5 L}5 i—NO CHANGE THIS SHEET .. ... . . •• •i ••i • �d•• I�J 05 N—CORRECT TEST REPORT NUMBERS 1.) GLAZING OPTIONS. 3/16" ANNEALED OR J.G. GLASS (3/16"A, AIR SPACE, 3/16'A . SEE GLAZING DETAILS SHEET 8. ••� ••' Rkx. i2 os/o4 a na cr�G Tyrs srlT [114" ANNEALED GLASS MAY BE SUBSTITUTED FOR 3/16" ANNEALED,] R 8y tate 8 387 2.) CONFIGURATIONS' O 0/t 4/.p4 F ADD I.G. GLASS OP770N & UPDATE NOTES 3.} FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 10 OF 10. _ • 3.J. •• 4.) SEE SHEET 10 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 OF 10 FOR ANCHORAGE DETAILS. tft:• :.• • • 5.) MIAMI—DADE COUNTY APPROVED SHUTTERS ARE REQUIRED 1N MIAMI—DADE Q1D:LUJS3TTTw_ ELEVATIONS, 3/16'A & ANNEALED I.G. GLASS COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. �'"" rrs� • . 0 see 0 s.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. A EF'�lX -4): WINDOW, NON=IMPACT 7.) REFERENCE TEST REPORTS. FTL-2748, 2756, 2758, 3853 & 4340. Robert L.Clark.P.B • •• • /r,�tat • Scots srreet: Dra�vtng No. Rev 8.) F­6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. 'PE#39712 100 MCHNOLWY DRPr P.O. saxot32s stnroi<sra� NOKOMIS, FL. 34275 NOKOMIS, FL 34274 F-600NTS 3 a9 0 550 I I / 37" TRAPEZOI EYEBROW Q 74" x 37" QUARTER CIRCLE 37" x 74" Maximum Area 18.90 sq. ft. 58" x 58" Maximum Area 14.26 sq. ft. Maximum Area 18.35 sq. ft. - N � RECTANGLE 74" x 37" OCTAGON Maximum Area 19.01 sq. ft. 48" x 48" Roved By.rate: F!"Nons Maximum Area 13.28 sq. ft. 5 ?/� +- �+rs sN£�r . • • • lb. : Revisions: l-�AL E CIRCLE •• •� ••• •'14/4 7 D5 N-No Cw1Nc£ THIS SHEET ..' ..: '.: . .ove Rev(stons: F.K. 12106104 G—UPDATED EYEBROW MAX. AREA Rewd W.Uote: Revisior+s: 74" x 37" &K. 10/14/04 F—REMOVE REDUNDANT NOTATIONS Maximum Area 14.93 sq. ft. 0 0 0 0r-- INOUS7T ELEVATIONS, J116 ;4 & ANNEALED 1.G. GLASS ALIJIMM 0 1 E WINDOW, NON---IMPACT Robert ClaPoc,R.E. • es :• • Sowe: Sheet &Mft No. Rev: PE#39712 1070 TECHNOLOGY DRIVE P.O. f529 T ftuoturai NOKOMIS, n 34275 NOKOMIS, FL 342274 F-6000 NTS 4 al 0 550 1 —Z ••a4 • t� 'J •• r11 •t i• .i s '.► l• 1 114" :i is •s SHIM 51T ter. r. MAXIMUM WIDTH SEE SHEETS i THRU 4- MOM I ERl SEE NOTE 3 2 1 EXTERIOR SECTION 8-8 TYPICAL _INSTALLATION INTO CONCRETE (lx WOOD BUCK SHOWN MAXIMUM HEIGHT JNOTES: 1. MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SEC77ONED ARCHITECTUAL SHAPES. SEE SHEET 1 THRU 4 ANCHOR4GE METHODS ARE APPLICABLE TO ALL SHAPES AND GLASS OPTIONS SHOWN ON aftob dt SHEETS I THROUGH 4 OF 10. ELSE -11 2. REFERENCE TEST REPORTS.- FTL-2818, FTL-2819. FTL-2820, FTL-2748, FTL-2756, Fl-L-2758, F7L-3853, FTL-4339 & FTL-4340. !�y 3. FOR CONCRETE APPLIC477ONS IN MIAMI-DADE USE ONLY MIAMI-DARE COUNTY APPROVED 8 7 1/4" TAPCONS (ND( HEAD SHOWN, ALTERNATELY MAY USE THE 1/4" TAPCON W/ 112 FLAT > HEAD, C'SINK REQUIRED). 4. FOR WOOD APPUCATIONS 1/4" SS4 CRETE-FLEX OR 1/4" TAPCONS ARE APPROVED FOR USE !N PLACE OF 112 SCREWS //5�: WOOD BUCKS DEPICTED IN THE SECTIONS ON THESE PAGES AS 1x ARE BUCKS WHOSE TOTAL SEE NOTE 3 1 12 LLQ THICKNESS IS LESS THAN 1 1/2". 1 x WOOD BUCKS ARE OP77ONAL IF UNIT CAN BE INSTALLE© DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND I.G. GLASS d A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW SIMILAR TO THAT SHOWN IN THE DETAILS ON THESE SHEETS FOR 2x WOOD BUCKS THE ANCHOR SHALL BE A 112 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, Rand 8y:Date. Revtatom THE PRESSURES AND ANCHOR SPACING SHOWN ON SI•I &9� -J AM ' /05 I-UPDATE ANCHORAGE NOTES 4, 5 & 6 10 FOR #12 SCREWS MAY BE USED. % 0 •• Re RoWdons : SEE NOTES 5 •• ai Ir. 1 x/05 H-NO CHANGE THIS SHEET 7. SEE ALTERNATE ANCHORAGE METHODS ON SHEET 6 OF �t7. �; •.; RevJ dmm. ,:, - :. • 8. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. F.K. 12106104 c-No cHG THS sttT t� ;'��►; �' r • Rend W Dote Revts7ona: • ••h•K. 10; O4 F—ADO l.G OPTION AND UPDATE NOTES NausrRE SECTIONS W ANCHORS OUTSIDE BEAD SECTION A—A TYPICAL -�� ;,►.--- � •:' . •�• INSTALLATION INTO CONCRETE Lx WOOD BUCK SNOWl+1t` AWINDOW, NON—IMPACT Ft bait L Clark,P.E. •.• • Serl Vuadel. Scale: Sheet: prowtnq No. Rev: PE#39712 1070 7c'CHNaLOGY DRIVE. P.O. wx 1529 structww N01cOW, FL 34275 N WOMIS, FL 34274 F-6000 NTS 5 al 0 550 MAX. M,AX MAX SHIM I_ SHIM SHIM EXTERIOR A ° 1 1/4" 712' MIN. MIN. 0 0 • n' .s Q. j14„ MIN. 4 2x WOOD BUCK R CONCRETE 'D y• . $. • • � I i • SCREW T ROUGH BEAD TAPCON THROUGH BE > ' _CONCRETE: lx WOOD 2 2 TAPCON UNDER BEAD MOTES: I. NOTES 3 THROUGH 7 ON SHEET 5 OF 10 APPLY TO APPLICABLE 1 ALTERNATE INSTALLATION METT-IODS. ALTERNATE INSTALLATION METHODS 114" 1/4" APPLY TO ALL GLASS OP77ONS AND ARCHITECTUAL SHAPES. , MAX 2. ALTERNATE INSTALLATION METHODS APPLY TO HEAD, SILL AND JAMBS. SHIM SHIM J. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. Rand By. Rvwsfom: •• ••• • . FK • 05 I—NO CHANGE THIS SHEET • • • • • to. Revfstone: •• •i ••i • •F !• 1 1 SOS H—NO CHANGE THIS SHa7 " ••• ••• ••• Nww note: Rev>a". j12 1 F.K. 12 106104 G—NO CHC THIS SHT MIN. Rowd 8y:Dote: Revlarone: •F.K. • 10/14/04 F—REDRAW ALTERNATE ANCHORAGE SHEET. i�,___.__ Dae criPttem 000 - j o qV� ASL TERNATE •ANCHORAGE DETAILS AL?J& F"14Fa WINDOW, NON—IMPACT 2x WOOD BUCK 2x WOOD BUCK Robert 1.park,P.E • sertee dyer! Scalp sneer Dr"ing No. Rev: SCREW Ot�TS/DE BEAD SCREW UNDER BEAD PE#38712 1070 rFa+Noc�,'v P.O. aox ts2s sm,o�erel r�oxo�Irs, FL 34275 NOKOMis, a 34274 F—s000 NTS 6 al 550 1 1 .855---07I 5 61308K CLOSED CELL FOAM TAPE TAPE SPECIALISTS OF FL OR = 1 6063— T4 � �3^ 7-4 6 6SM55W SEAM SEALER SCHNEE/MOREHEAD OR = SM5504 7 3/16" ANNEALED GLASS, PGT OR EQUAL FRAME CONNECTOR 8 -3116- TEMPERED GLASS, PGT OR EQUAL 9 7PWSW 16 x 7/8 FL. PH. TEK SPENCER OR = 10 513 ARCHITECTURAL FRAME CONNECTOR 6063—T4 ALUM. 6513M 11 ANNEALED LG GLASS (3116% AIR SPACE, 3/16"A) 12 TEMPERED I.G. GLASS (3/16"T, AIR SPACE, 3/167) . 500 awcTwriam . 055ifew .r 2 6063- TS GLAZING BEAD �—WW—� VISIBLE LIGHT CALCULATION WINDOW WIDTH 'TIP TO TIP" -- 2.688" WINDOW HEIGHT "TIP TO TIP" — 2.688" WH 1 .344 Roved � Mevdema; . 062 F. . 05 1-NO CHG THIS SNF •• ••• • • Revlslom � • • • • Hsvad • •i • i i :FL; 1, 17 05 H-NO CHG THIS SNF F K. 1 /OS 04 G-NO CHG THIS SHT �'} Roved 8y:Date: Revteloae: 2. 00V F..K.. 10 1.0 04 F—UPDATE NOS. 1. 4, 7 & tO AND AOD ITEMS II & 12 D�� l T 1 T5 EXTRUSION PROFILES & PARTS LIST �f ._- ND�JST ,/ �/ CJ T •• • • • • ••• • • FRAME l` A -UVtl IR �­/J(E_S WINDOW, NON--IMPACT 9 of Rout L Clark P.E. • • 'Sole: sheet: Omwing Va. Rev. PE 4.39712 1070 7ECNNOLOGY DRIVE P.O. 60X 1529 NTS r mmcbmw NOKOMIS, F7. 34275 NOKOMIS, FL 34274 F-6000 NTS 7 4 0 550 1 } t g GLASS 9 class —� 3/8" 318 2 2 / \ SEAM SEALER 1 4 1 4 DETAIL D SILICON SILICON KEYED CORNER ASSEMBLY GLAZING DETAIL GLAZING DETAIL ,314" 1.G. GLASS 1 " I.G. GLASS iT rmucrfis *A do rddb 3/16" ANNEALED OR WELD ! TEMPERED GLASS SEAM 5 SEALER .. 1 7 8 \ 3 9 GLASS 2 DETAIL C SEAM SEALER 90 SCREWED CORNER ASSEMBLY cy 4 Revelo�s. DETAIL E dho •• •• i td : !—NO CHANGE TEIlS SHEET SILICONH—NO CHANGE THIS SHEET GLAZING DETAIL WELDED CORNER ASSEMBLY ••' ••� •� Datearm 4G—NO CNG THIS SHT Revi ms: MONOLITHIC GLASS •�• ' F—UPDATE MONOUTHM & ADD I.G. GLAZING DETAILS Deecnption: "ND;U �7 GL.AZI NG A0•CORNER DETAILS 00* / GJ r Ttt1e:• • • • • REFERENCE TEST REPORTS: ' 1 AL•U l� 'C .Vlvtg) WINDOW, NON-IMPACT fTL-2818, 2819, 2820, 2748, 2756, 2758, 3853, 4.339 & 4340. Robert L Clark P.E I serieslModeP scale: sheet Dro�uing tvo. Rev: PENW12 1070 TECHNOLOGY DRIVE P.O. BOX 1529 strucua! NOKOAOS, a 34275 MKOMIS, FL 34274 F—f10UQ NTS 8 DO 0 550 I e OVER 25.0 AND TO 40.0 PSF - 19" MAX FROM CORNERS AND 9 3/8" MAX. O.C. OVER 40.0 TO FULL DP - 16 1/4" MAX. FROM CORNERS AND 6 3/8" MAX. O.C. C. 112 SCREWS - WINDOW. SNORT DIMENSION• TO DESIGN PRESSURE OF 16.6 PSF - 15" MAX, FROM CORNERS AND 3O" MAX. O.C. OVER 16.6 AND TO 25.0 PSF - 15" MAX. FROM CORNERS AND 15" MAX. O.C. OVER 25.0 AND TO 40.0 PSF - 15" MAX. FROM CORNERS AND 10 3,/4"-MAX. O.C. OVER 40.0 TO FULL DP - 15" MAX. FROM CORNERS AND 6 3/4" MAX. O.C. D. 1/4" TAP-CONS - WINDOW LONG DIMENSION: TO DESIGN PRESSURE OF 24.3 PSF - 26 1/4" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. OVER 24.3 AND TO 36.5 PSF - 22 1/2" MAX. FROM CORNERS AND 15" MAX. 0.C. OVER 36.5 TO FULL DP - 19" MAX. FROM CORNERS AND 9 3/8" MAX. O.C. E. 1 " TAPCONS - WINDOW SHORT DIMENWON: TO DESIGN PRESSURE OF 24.3 PSF - 15" MAX. FROM CORNERS AND 30" MAX. O.C. OVER 24.3 AND TO 36.5 PSF - 15" MAX. FROM CORNERS AND 15" MAX. O.C. OVER 36.5 TO FULL OP - 15" MAX. FROM CORNERS AND 10 3/4" MAX. O.C. Table 1. COMPARATIVE ANALYSIS GLASS: 3116"TEMPERED OR TEMPERED I.G.(3/16"T, SPACE ,3/16"T) TEST REPORTS: FTL-2818, FTL-2819, FTL-2820, FTL-3853 & FTL-4339 WINDOW WINDOW HEIGHT WIDTH 26.000 38.000 51.000 60.000 19.125 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0-- 24.000 +100.Q -135.Q +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 26.500 +100.0 -135.0 +100.0 -135.0 +100,0 -135.0 +100.0 -135.0 37.000 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 48.000 +100.0 -135.0 +100.0 -135.0 +90,8 -90,6 +90.6 -90.6 60.000 +100.0 -135.0 +100.0 -135.0 +80.g3M -58.0 97.000 +100,0 -135.0 +78.9 -78.9 +77. -58.0 111.000 +100.0 -122.9 +69.6 -69.6 +63. -58.0 FXW ��F.K. 5 2 Ob t-UPDATE MOTES AND ANCHORAGE 120.000 +100.0 -112.6 +65.5 -65.5 +55. -57.3 ••• ••: : : .•• :` :w t� 705 N No taG THIS shrr omwd W.Onto. Rvwdonw • • • • • • • f•K•• 12/06/04 G-NO CHG THIS SHT ROW W. t•: ROWS*= D F.K. 1 0/t4/04 F-UPDATE'NOTES. ANCHORAGE'& ADD LG. GLASS OP770N .T.,... wn 0 9/;•m ••OReclPptlbe: • • • • INDUSTRIES '• DESICV TESSJRtS, J11 67 & TEMPERED /.G. GLASS ��i f ;4L U / FIXED WINDOW NON-IMPACT ReheR L G�tk,P.E • • • • • g�reb. • Seoie: Sheet: Draartng Mo. Rev. PE*Clwk 1070 TECHNOLOGY O171VE 7 9• • • sm, NOKOWS, FL 34275 -RlrL 4274 r 6bW TUTS 9 al Q 55Q . ..---••••- � �� •• ••••.•.. . .,vr•. vvr..,,.,,v r",✓ r , .a� tv rnnn. rlwlYr NV11fi1LriJ. 9.'125 +100.0 -120.0 +100.0 -115.1 C 12 scREW4 - wiNDow sHn.T f?IM NS1nN TO DESIGN PRESSURE OF 2t.9 PSF - 18 1/2" A4AX FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. 24"040 +mmmvmmm�95.'! -95.1 +85,? -85.7 OVER 21.9 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 3/4" MAX. O.C. 26.500 +81.0 -81.0 +77.4 -77.4 D. 4" - I N• TO DESIGN PRESSURE OF 32.0 PSF - 23" MAX. FROM CORNERS AND 30" MAX D.C. I 000 +78'6 -7$.6 +40.0 -40,0 OVER 32.0 TO FULL DESIGN PRESSURE - 15 3/16" MAX. FROM CORNERS AND 11 13/16" MAX. FROM CORNERS. 000 +59.2 E-53E.6 +40.0 -40.0 C. 4" - o EN r TO DESIGN PRESSURE OF 32.0 PSF - 18 1/2" MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. '12$ +53,6 +40.0 -40.0 OVER 32.0 TO FULL DESIGN PRESSURE - 15A MAX. FROM CORNERS AND 10 3/4" MAX, 0.C. 000 +48.4 -48.4 +37.0 -37.0000 +42.2 -42.2 +28.9 -28.9 Table 3. COMPARATIVE ANALYSIS GLASS: ANNEALED l.G.(3I16"A, AIR SPACE, 3116"A) Cob � EST REPORTS: FTL-2748, FTL-2756, FTL-2758, FTL-3853 AND FTL-4340 . . J4.0-00 OW WINDOW HEIGHT TH 26.000 37.000 25 +100.0 -150.0 +100.0 -150.0 fT 00 +100.0 -150.0 +'100.0 -150.0 00 +10Q,p -150.0 +100.0 -139.4 00 +100.0 -141.6 +82.5 -82.5 +100.0 -106.5 +82.5 -82.5 25 +96.4 -96.4 +75.8 -75.8 60.000 +86.0 -86.0 +66.6 -66.6 Reword �� 74.000 +66.2 F x. s 2 os 1-t�rE AWHO AGE & CORRECT TABLE s. 26"x -DP -66.2 +51.2 -51.2 . Revad Rft*dow. •• •i ••i i i J 1 T Os H-NO CHC THIS SHT • • • • • • Revts/m : ••• •• • f:M • 2/06 04 G-NO CHG THIS SHT Revsd W.Dote, Revhdcw .a F.K. 10114/04 F-UPDATE• NOTES Brass , ANCHORAGE & ADD LG. GLASS �T/pN tTy • •• • ; J.J. ; �f?4{pL xNDUSTRI S • DESIGN OPS' SSUTAES 3116'A & ANNEALED 1.G. GLASS tee: Im"X:'M•iXA.D WINDOW, NON-IMPACT Robert Cis,P.E : • . •. Scare: Sheet Drawtn M. PE k38742 J07D TECHNOLOGY DRNE P.Qy U0� t m ••• � • 5 Rev: Shuchuai NOKOMIS, FL .34276 NOKOMIS, Ft 34274 F=6000 NTS 10 af10 550 COMPARATIVE ANALYSIS-TABLE 1. A 33 1/2" MAX 33 1/2" MAX WINDOW HEIGHT OPER. LITE FIXED LITE A EmElm WINDOW 26.0000 38.375 3 44.000 3 50.625 4 63.000 4 72 000 5 A DAYLIGHT OPENING DAYLIGHT OPENING WIQTH NEG POS NEG .POS NEG POS NEG POS NEG POS NEG POS 6" MAX. TYP. 1 g" 26.500 (4) -120.0 58.0 -120.0 56.0 -120.0 56.0 -120.0 56.0 -119.3 56.0 -102.8 56.0 ® TYP. -135.0 56.0 -135.0 56.0 -135.0 56.0 -135.0 56.0 -119.3 56A -102.8 56.d -120.4 56.0 -120.0 56.0 -120.0 56.0 -120.0 56.0 -106.0 56.0 -91.4 56.0 37.000 (4) -120.0 56.0 -120.0 56.0 -119.5 56.0 -109-A 56.0 -89.6 56.0 -76.7 56.0 -1$5A 58A -135.0 56.0 -135.0 56.0 -116.4 56.0 -89.6 56.0 -76.7 56.0 66" MAX -120.0 56.0 -120.0 56.0 -119.5 56.0 -103.4 56A -79.6 56.0 -68.2 56.0 OPER. LITE 67 1/8" MAX 44.000 (4) -120.0 56.0 -101.6 56.0 789.8 56.0 -79.7 56.0 -68.9 56.0 -65.5 56.0 DAYLIGHT X 0 FIXED LITE -127.3 56.0 -127.3 58.0 -122.7 56.0 -102.2 56.0 -77.9 56.0 -66.4 56.0 OPENING DAYLIGHT -113.1 56.0 -101.6 56.0 -89.8 56.0 -79.7 56.0 -68.9 58.0 -59.0 56.0 OPENING 53.125 (4) -87.4 56.0 -81.4 56.0 -70.5 56.0 -59.1 56.0 -48.5 48.5 -44.5 44.5 -87.4 56.0 -87.3 56,0 -87.3 56.0 -87.3 56,0 -67.4 56.0 -57.1 58.0 i -77.6 56.0 -77.6 58.b -70.5 56.0 -59.1 56.0 -48.5 48.5 -44.5 44.5 63.000 (6) -64.0 56.0 -62.1 56.0 -60.8 56.0 -51.8 51.8 -39.5 39.5 -34.7 34.7 72" MAX 17" MAX. -64.0 56.0 -62.1 56.0 -82.1 56.0 -62.1 56.b -59.8 56.0 -50.3 50.3 HEIGHT TYP.A -56.9 58.0 -55.2 55.2 -55.2 55.2 -51.8 51.8 -39.5 39.5 -34.7 34.7 74.000 (6) -49.4 49.4 -45.0 45.0 .45.0 45.0 -45.0 45.0 -36.7 36.7 -31.0 31.0 -49.4 49.4 -45.0 45.0 -45.0 45.0 -45.0 45.0 -45.0 45.0 -45.0 45.0 -43.9 43.9 -40A 40.0 -40.0 40.0 -40.0 40.0 -38.7 36.7 -31.0 31.0 _ TABL NOTE: NUMBERS IN PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 6" MAX 6" MAX A 6" MAX. A TYP. (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE A� 74 MAX WIDTH NON-IMPACT WINDOW NOTES: OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98, 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL-3330, FTL3331 & FTL-3332 5. SHUTTER REQUIREMENT: MIAMI--DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. Appmndascamp"v4rtet4 7. ANCHORAGE: 1%r�lasatata$ SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. Daix HEA & ILL: noxa - Miaial Dade dtut Coat MAX. 6" FROM CORNERS. Rand Or. Date., Revisions: Oivislou MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. �� e+rs Dote: Revisrons: - _JAMBS: ' /�,. FKay: 4/23/02 ADD ANCHOR DIM. MAX. 6" FROM CORNERS, li +fin Br. Do e: I DUSTRiES F.K. 1 23 02 MAX. i 7" SPACING. Desorlption: S. SEE SHEET 2 FOR GLAZING DETAILS. -� � c2 OX, XO ELEVATION, 741NX7,2f-� 9. PRESSURES UNDER 4•q Pe�.F• NOT. ARP61CABLE IN MIAMI-DADE COUNTY. rte: 10. SEE SHEET 7 FOR CORNE f TTU JO1� M� � 27�M. ON.,& OKO � 5ALUM. I-IORIZ. ROLLER HD. MTG. RAIL •• ••• •• •• • • •• Robert L. G1ork, P.E. FE #39712 P.O. BOX 1529 Series/lfodei: Scafa: Sheet: browing No. Rev: structs of NaKOM�s. 34274 HR-201 NTS 1 of 9 268--2 A • 000 . . • o •• • • • • • • • • • • :0 0 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPER. LITE INSIDE 18 � DAYLIGHT 20 21 22 � FF Q OPENING 7 FIXED LITE DAYLIGHT OPENING 19 8 /\ 2" 37 2 1 1 37 OUTSIDE 1 MAX WIDTH OUTSJD�A 12 11 INSIDE HORIZONTAL SECTION OU MONOLITHIC GLASS OUTSIDE INSULATED GLASS 13 A FIXED LITE 28 25 INSIDE A I_NSiDE A DAYLIGHT 7/16" NOM. OPENING 26 - GLASS BITE TYP. OPER. LITE (4) DAYLIGHT OPENING MAX HEIGHT 39 41 25 26 28 12 11 3/16" ANNEALED 44 44 16 17 3/16" TEMPERED 3/16" ANNEALED 1/8" ANNEALED 3/16" AIR SPACE 5 1/2" NOMINAL 4 INSULATED GLASS Approved es=M*IngNM&0 6 GLAZING DETAILS �$izBuldft 2°�i�ot NOAH e i•a3rY .Q Revsd Date: Revisions: Mar i Dadrll"'7 Dkblo Re- Date: evsens: in Zy ADD !NT/EXT DESI . VERTICAL SECTION ' °F. . INDUST ES :K112-3102 Description: / Z OX, XO SECTIONS & CLAZ/NG, 74Wx72H . .. TEST REPORTS: 1070 TECHNOLOGY DRIVE • ' • • ' ' • • ' FTL--3330 NOKOMIS, FL 34275 ALUM. HORIZ. ROLLER HD. MTC. RAIL . .. . . . . ... . . . . . . FTL-3331 •� �•� �• • • � �• Robert L Clock, P.E. FTL-3332 PE #39712 P.O. 8OX 1529 SerieslModei: 5eofe: Sheet: Drawing No. Rev: Structurol NOKOMIS. FL 34274 HR-201 NTS 2 of 9 268_2 A •• • • • • • • • • • • oes 0*0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 33 1/2" MAX 33 1/2" MAX OPER. LICE ----•- FIXED LITE DAYLIGHT OPENING DAYLIGHT OPENING A 7 6 MAX. TYP. 18" MAX. A TYP. COMPARATIVE ANALYSIS -TABLE 2. WINDOW HEIGHT y 57" MAX WINDOW 26.000 2 38.375 3 44.000 3 50.625 4 63.000 4 OPER. LITE 58 1/8" MAX WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS DAYLIGHT X O FIXED LITE 26.540 (4) -120.0 56.0 -120.0 56.0 -120.0 56.0 -120.0 56.0 -110.2 56.0 OPENING DAYLIGHT -135.0 56.0 -135.0 56.0 -135.0 56.0 -135.0 56.0 -132.3 56.0 OPENING 37.000 (4) -120.0 56.0 -120.0 56.0 -119.5 56.0 -107.6 56.0 -82.8 56.0 -135.0 56.0 -135.4 56.0 -135.0 1 56.0 -129.1 56.0 -99.3 56.0 44.000 (4) -120.0 56.0 -101.6 56.0 -89.8 56.0 -79.7 56.0 -68.9 56.0 63" MAX -1351 56.0 -135.0 56.4 -135.0 56.0 -113.3 56.0 -86.4 56.0 HEIGHT 53.925 (4} -97.1 56.4 -81.4 56.0 -70.5 56.6 -59.1 56.0 -48.5 4815 -116.5 56.0 -116.4 .56.0 -116.4 56.0 -99.6 56.0 -74.8 56.0 63.000 (4) -71.2 1 56.0 -69.4 56.0 -60.8 56.0 -51.8 51.8 -39.5 39.5 17" MAX. -85.4 1 56.0 -82.8 56.0 -82.8 1 .0 -82.8 56.0 466.4 56.0 TYP. 74.000 (4) -54.8 49.4 -50.0 45.0 -50.0 145.0 -46.9 45.0 1T LE NOTE: . 7 3 .7 -65.8 56.0 -60.0 55.0 -60.4 -60.0 55.4 0 5 .0 SIP R SIDE6 NUMBE SI PA ESES ARE NI UM UANITY OF ANCHOR 6" MAX. 6„ MAX 6" MAX A TMP (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE 02) NON-IMPACT WINDOW NOTES: 74" MAX WIDTH 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE 2. OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL-3333 & FTL-3334 5. SHUTTER REQUIREMENT: MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT 1S USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL MAX. 6" FROM CORNERS. Approved ss 01mp4y168 with the MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. tortc�Butdh'BCod. MAX. 18" SPACING. JAMBS: Rsysd 8Y: Dote: Revisions: IN DadePo et - MAX. 6" FROM CORNERS. thvfeio MAX. 17" SPACING. sysd Bp: e: Revisions: ga FK 4/23/02 ADD ANCHOR DIM. 8. SEE SHEET 4 FOR GLAZING DETAILS. Drawn a.. Date: Gc�L INDU'tST ES F.K 1123102 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. Description: 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION.A j`=-- OX, XO ELEVATION, 74Wx63H etre: • • • • • • • • • 1070 TECHNOLOGY DRIVE • •• • • • • • NOKOMIS, FL 34275 ALUM. HORIZ. ROLLER D. MTG. RAIL . .. . . . . ... . •• ••• •• • • • •• Robert L. Clark, P.E. PE #39712 P.O. BOX 1529 Serfes/Model• Scale: Sheet: Drawing No. Rev: Structural NOKOMIS, FL 34274 HR-2D 1 NTS 3 of 9 268-2 A • • • ••• • • • • • • • • ••• • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPER. LITE INSIDE DAYLIGHT 20 9 ck OPENING 21 22 � FIXED LITE 7 DAYLIGHT 19 OPENING fi 2" 37 2" 1 11 37 OUTSIDE® MAX WIDTH oU�r� 12 11 INSI-Em HORIZONTAL SECTION 13 OUTSIDER MONOLITHIC GLASS FIXED LITE 25 26 I SIDE DAYLIGHT OPENING OPER. LITE DAYLIGHT OPENING MAX HEIGHT 39 12 11 25 26 16 17 3/16" ANNEALED 44 O 5 3/15" TEMPERED Approved as Complying with the 4 FweAa sol ft co" 02 6 GLAZING DETAIL Mimi Da& M Division By evsd BY Date: Revisions: j FK 41231021 ADDnINT/EXT DESIG. VERTICAL SECTION Drawn oa • IN USTMES F.K. 1 23 D2 Desartption: .. ... . . . . . .. OX, XO SECTIONS & GLAZING, 74 Wx 6.3H • • • • • • • • TEST REPORTS: TrBe: � � � 1070 TECHNOLOGY ORritE • •• • • • • ••• F7L-3333 NOKOMIS. FL 34275 ALUM. HORI Z. ROLLER HD. MTG. RAIL) •• ••• •• •• FTL-3334Robert Cleric, P.E. PE J39712 P.O. BOX 1529 Series/Alodet.• 5cate: Sheet: Drawing No. Rev: Structurol NOKOMIS, FL 34274 HR-201 NTS 1 4 aI 3 268--2 A • • . . . . . . ... . . . .. ... . . . . . . . . . •• •• . . . •• .. ... . . . ... . . COMPARATI Y IS-TABLE 3. 26 1/2 MAX OPER. LITE WINDOW HEIGHT " A DAYLIGHT OPENING 56 1/4" MAX FIXED LITE 18" MAX. © A 7 WINDOW 26.000 2 38.375 3 44.000 3 50.825 4 63.000 4 6 MAX. T',P. NP (2) DAYLIGHT OPENING SPACING iMDTH NEG POS NEG POS NEG POS NEG POS NEG POS �- 53.125 (6) -135.0 55.0 -84.5 56.0 -73.0 56.0 -61.2 56.0 -82.5 56A -135.0 56.0 -135.0 56.0 -130.3 56.0 -108.5 56.0 -82.6 56.0 -135.0 56.0 -84.5 56.0 -73.0 56.0 -61.2 56.0 -61.2 56.0 74.000 (7) -92.9 56.0 -64.6 56.0 -56.2 56.0 -48.3 48.3 -37.4 37.4 57" MAX -131.5 56.0 -131.5 56.0 -107.8 56.0 -87.5 56.0 -64.8 56.0 OPER. LITE -92.9 56.0 -64.6 56.0 -56.2 56.0 -48.3 48.3 -37A 37.4 DAYLIGHT X 90.000 {7) -79.4 56.0 •52.4 52.4 -48.4 48.4 -43.3 43.3 -34.9 34.9 OPENING Q X -88.9 56.0 -88.9 58.0 -88.9 56.0 -79.5 56.0 -57.3 51.5 TYP. (2) 58 1/8" MAX -79.4 56.0 -52A 52.4 -48.4 48.4 .43.3 43.3 -34.9 34.9 � FIXED LITE 106.375 ($) -63.7 56.0 -43.8 43.8 -40.8 40.8 -38.0 38.0 -31.5 31.5 DAYLIGHT -63.7 56.0 -63.6 56.0 -63.6 56.0 -63.6 56.0 -52.5 47.2 OPENING -57.3 50.9 -43.8 43.8 -40.8 40.8 -38.0 38.0 -31.5 31.5 63" 111.000 {8) -58.7 52.8 -42.0 42.0 -39.4 39.4 -36.5 36.5 -30.6 30.6 MAX. -68.7 52.8 -58.4 52.6 -58.4 52.6 -58.4 52.6 -51.5 ,46,4 HEIGHT -52.8 46.9 X2.0 42.0 -39.4 39.4 -36.5 36.5 -30.6 30.6 17" MAX. 120.000 (8) . -50.9 45.8 -38.2 38.2 -36.6 36.6 -33.8 33.8 29.2 29.2 -50.9 45.8 -50.0 45.0 -50.0 45.0 -50.0 45.0 -50.0 45.0 TYP. -45.8 40.7 -38.2 38.2 -36.6 36.6 33.8 -29.2 29.2 - �r T LE NOTE: NUMBER P ENT ES S ARE MI I UM DU T d ANCHORS PER 6" MAX. 6" MAX. , 6" MAX. 6" MAX 6" MAX A TYP A MEETING RAIL CENTERLINE A (SEE ANCHORAGE NOTE 7) A� 120" MAX WIDTH NON-IMPACT WINDOW NOTES: OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL-3327, FTL-3328 & FTL-3329 5. SHUTTER REQUIREMENT: MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. AMMWdaacomptpt09"11the 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. F1oi g 7 to DateM -7 T.oOz 7. ANCHORAGE: NaQSINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. Mef� _HEAD & SILL Dtvisl Revsd t?y: Dote: Revisions: $ MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. Revsd e: Revisto»s: MAX. 18" SPACING. / FK 4/23/02 ADD ANCHOR D1M. JAMBS: , l✓ rown Sr. Date: MAX. 6" FROM CORNERS. f IN©USTRUES F.K. 1 23 02 MAX. 17" SPACING. Descriptio": 8. SEE SHEET 6 FOR GLAZING DETAILS. XOX ELEVATION, 120Wx63H 9. PRESSURES UNDEV%C-?.Ifts AIo T- es • "� • • •APP�.ICABLE IN MIAMI-DADE COUNTY. l0N OMTECI , Locr 75 ALUM. HORIZ. ROLLER HD. MTG. RAIL 10. SEE SHEET 7 FOR• 0 NOKOMIS, FL 34275 RIiE1 LCi►ST2MTI6N INFORMATION. Robert L. Clark, P.E. •• ••• •• • • • •• ISerieslModef: Scale: Sheetr P£ �;9712 P.O. BOX 1529 IN Tbrowing No. ReY;Structural NOKOMIS, FL 34274 HR-201 r S 5r of 9 268-2 A • • • • • • ••• • • •• • • • • • • • • • • ••• • • • • ••• • • • • •• •• • • • • • • • • • • • • •• •• ••• • • • ••• • • 21 22 INSIDE OPER. LITE LITE 9 1$ 20 FIXEDDAYLIGHT OPENING ITYP. (2) OPENING 19 8 2" 37 OUTSIDE 1 11 37 MAX WIDTH OUTSIDER 12 11 INSIDER HORIZONTAL SECTION 13 OUTSIDER MONOLITHIC GLASS OUTSIDE INSULATED GLASS - INSIDE ® IN IDES FIXED LITE 25 26 DAYLIGHT 7/16" NOM. BITE OPENING 28 GLASSTYP. (4) OPER. LITE DAYLIGHT OPENING MAX 39 41 HEIGHT 25 26 28 12 11 3/16" ANNEALED 44 44 OR 3/16" TEMPERED 3/16" ANNEALED 1/8" ANNEALED 16 17 3/16" AIR SPACE Apt rovrd as-MOYtat{wulz thc 1/2" NOMINAL f �+�A ,uming We e� of 5 Da INSULATED GLASS NpApy ty s aC 4 GLAZING DETAILS 6 Revsd Sy: oats: Revisions: By T Re e: Revisions: 4/23/02 ADD IM/EXT DE5tG. Drown By D e: VERTICAL SECTION INDUSTRIES Description: j 23 02 •• .•• , • • . .. TEST REPORTS: fo�_z_ XOX SECTIONS & GLAZING, 120WX63H Atie: • Fi'L-3327 1070 TECHNOLOGY DRIVE • " ' ' ' ' ' FTL-3328 NOKOMIS. FL 34275 ALUM. HORIZ. ROLLER HD. MTG. RAIL . .. . . . . ... . • � . . . . . . •• ••• •• • • • •• FTL-3329 Robert L. Clark, P.E. PE #39712 P.O. BOX 1529 Series/Jrtodel: Scole: Shoot: Drawing No. Rev: Structural_ NOKOMIS, FL 34274 HR-201 NTS 6 of 9 268-2 A • • • • • • ••• • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TOP 1.542" I 1 2.000" .875" .062"— .062"- 2.2090 062" .062"2.209" 1.827" 2.428" 2 .050 L " FRAME HEAD 1 I 8 FRAME JAMB(OPERABLE MAT'L: 6063—T6 � SILL ADAPTER MAT'L: 6 219 T5 DING# 2158 MAT'L: 6063—T6 DWG 2658 7 OR 8 1.542"----.. — I.. I 2.000" �-*-1.114"� J I 4 I .781' .062" .040" 2.824" I 2.124" .062" �)MAT'L: SASH STOP 6063—T5 VIEW A-A DWG# 110 � CORNER CONTRUCTION 7 FRAME JAMB(FIXED DWI: FRAME SILL A oeids 0p1Codc g with tlDe Fioride Ouidips Cude2 MAT'L: 6063—T6 6063—T5 jOA,41 t DWG# 218A DWG# 264 +� Rand 8Y: Dote: Rev)sions: Dote: evislons: �=,✓" r FK 4/23/02 ADD CORNER DET. �- Drawn t3y Do e: 4 INDUST ES Dee�fiom t 23 02 TEST REPORTS: EXTRUSION PROFILES & CORNER DETAIL RL-3327 FTL-3328 rtie: 0 •go 0 0 •: 1070 TECHNOLOGY DRIVE •• FTL-3329 FTL-3330 NOKOMIS, FL 34275 ALUM. HORIZ. ROLLER HD. MTG. RAIL •••• © •� i ••• FTL—3331 FTL-3332 Robert# 39712 P.E. P.O. BOX 1529 Sodea/Modei: Seoie: Sheep Drawing No. Rev: FTL-3333 FTL-3334 Structural NOKOMIS, FL 34274 HR-201 NTS 7 of 9 268-2 A . . . . . .. ... . . .. . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. •• ..• . •• .. ... . . . . Item Dwg# Description Mat'l PGT# 1 2156 Flange Frame Head 6063-T6 A 6215W,B,T 2 1155 #8 x 1.000, QUAD Pn., SMS Fastener 781 PQA 3 110 Sash Stop 1.601" I-•—.926"� 4 264 Main Frame Siii 6063-T5 66387 5 2658 Main Frame Sill Adapter 6063-T5 6264 P 6063-T6 A 6265BW,B,T050" 6 1298 Wee Hole Cover Plastic 71298 1.062" 7 218A Flange Frame Jamb(Fixed,XO O LYY) 6063-T6 6128W,B,T L14219 Flange Frame Jamb(Operable) 6063-T5 61088 1003 Wstp., Bulb Vinyl Vainly 66601 2.010" 1072 Wstp.,.187 x.200, Fin Seal Wthrstri 67919G 223A Sash Top&Bottom Rail —` —.062" 12 SASH TOP 8c B OTT. RAIL 242 Sash Top Guide Anti-rack blastic ® 4223W,B,T Plastic 42105 .093" MATT: 6063—T6 227 End Ca Plastic 42114 � DWG# 223A � #8 x.25,QUAD Pn., SIMS Fastener 78X14PQAA 225 Roller Ho-using&Guide Plastic 42112N 18 221A226 Rollers,Si e ass Brass Part 7BRWHL2 3 7 H.D. FIXED MEETING RAIL 18 1001 Sash Side Rail 6063-T6 6221W,B,T 19 1001 Wstp., Bulb Vin I Wthrstrlp 64664 MATT: 6063—T6 1.750" 20 222A Sash Meeti Rail 6063-T6 6222W,B;T DWG# 267 21 1096 Sweep Latch Cast Part 71096 22 1016 #8 x.625 , Ph. FI., SMS 24 Fastener 7858 DSB Glass Glass 25 3116"Annealed Glass Glass 1.457" 26 3116"Tempered Glass Glass 27 1/2" Insulated DSB/DSB Glass --1.816" .062" 28 1/2"Insulated DSB/3/16"Annealed 29 1265-3 3132 x 114 x 1 Settin Block Rubber 712653K .093" .062" 30 1267 118 x 112 x 1 Setting Block Rubber 71267N 2 0 SASH MEETING RAIL 31 1014 Screen Frame Aluminum 61011 32 1013 Screen Comer Key Plastic 41903 1.605" MAT'L: 6063—T6 33 1073 Screen S ring S Tian Steel 78835M DWG# 222A 34 1278 Screen Pull Plastic 70409K 35 1618 Screen S line Rubber 68155K 36 Screen Cloth 61816 3T 267 H.D. Fixed Meeting Rail 6063-T6 6267 18 SASH SIDE RAIL TEST REPORTS: 38 2718 Glazing Bead (SSB/DSB Roliform Bd. 65196 FTS-3327 FTL-3328 Appc9vedaeeomptytagwTt�t1w 9ZG,,1,ai Glazing Bead - 3116" MAT'i_: 6063—T6� Rollform Bd. 65016 DWG# 221A FTL-3329 FTL-3330 Flarwaaaftco& Glazin Bead- 114" FTL-3331 FTS-3332 Date S"y" c7, t�•Z. � Rollform Bd. 65133 FTL-3333 FTL-3334 Noa►'p -•� % Glazin Bead- 1/2" Insulated) Plastic 6VT48 Mlaminade d zing Bead-(for Grill KJt-SSB/DSB) Plastic Rowel ey note; lee,dsrona: ui, ' SG61274 s Gzing Bead-(for Grill Kit-3116") Plastic 6GB1237 evsa are: Revisions: Sicone Adhesive Dow 899 or Equal air FK 4/23/02 CHG ALLOY i7EStG. nroF. ay note: INDUSTRIES F.K. 1 23 02 nosaipKo»: •• ••• • • • • •• EXTRUSION PROFILES & B.0.M. • . . . • . . . Titre: • • •• • • • • • 1070 TECHNOLOGY DRIVE • •• • • • • ••• NOKOMIS, FL 34275 ALUM. HORIZ. ROLLER HD. MTG. RAIL •• ••• •• • • • •• Robert L. Clark, P.E. PE #39712 P.O. BOX 1529 5eries/Moder: Score: Sheet: nrowirtg No, Rar Struclural NOKOMIS, FL 34274 HR-201 NTS 1 8. of 9 268-2 A • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• APPROVED 4' •. .: I--1 1/4" MIN. WOOD BUCK APPROVED ?7� 1 1%2" APPROVED /2" MIN. —�-- _1— MIN. WOOD BUCK � r1 WOOD BUCK --- �--. ,. APPROVED 1/4" MAX. SHIM 1/4 MAX. SHIM WOOD BUCK #12 WOOD SCREW 1/4" TAPCON j9 #12 WOOD SCREW W/ #12 HD. t` {SEE NOTE 1} i ,•. •, t I t, 1/4" MAX. SHIM (SEE NOTE 1)A - TYP• HEAD SECTIO 1/4" TAPCON TYP. HEAD—SECTION W/ #12 HD. ►i l : " TO CONCRETE TO WOOD ' I TYP. JAMB SECTION + TO WOOD 1 1/4- 1/4" /4"1/4" MAX. SHIM MIN. (SEE NOTE 1) #12 woaD SCREW TYP. JAMB SECTION 1/4" TAPCON ® TO CONCRETE W/ #12 HD. � 1/4" MAX. SHIM 1/4" MAX. SEAM ••' ��'" 1 T1//2" TEST REPORTS: a -_— Appro"A as co®plyingwitk the MIN. APPROVED FTL-3327 FTL-3328 F�orldat3uingcode ` .: .d.. .4. , 1i4" _ � (r~� w00D BUCK FTL-3329 FTL-3330 �t ' MIN. �—__ L 3329 L 3330 Date Z-C• 0I * a — FTL-3331 FTL-3332 Nom _08—asI s FTL-3333 FTL-3334 MimiDmkpmdaet ' •• " , Revsd By Date: Revisions: 8�y TYP. SILL SECTION eyed Date: Revisions: FK 4 23/02 CHS TO 114 TAPCON TYP. SILL SECTION TO WOOD ,e" Dawn BY, nate: F K. J 23 02 TO CONCRETE /� Com— FNOKOMIS. STRIES pesaription: N TE: •• ••• • • • • •' ANCHORAGE DETAILS true: • ' ' • ' ' ' ' • OLOGY DRIVE t J U p • •• • • • • • FL 34275 A L V✓�. !-t O I Z. ROLLER HD. MTG. RAIL 1. USE MIAMI—DADE C61dNTY:AS>FfRdV9D:tjCj t?R ITW TAPCONS. (415# MINIMUM SgrA' R*AXTIN•Ge A? 1 -1/4" EMBEDMENT) lel Robert #3971 L. 2 P.E. P.O. BOX 1529 Series/Modsk Sc /s. Sheet: Drawing Ato. Rey; Structural NOKOMIS, FL 34274 HR-201 NTS TS Q of 9 • • ••• - 268-2 A • • • • • • ••• • • 0 so •• • • • • • • • • • • ••• • • • ••• • • t e I x xv _ARGE MISSLE IMPACT DOORS -""-- 37-TO 71.75=0 WK. l.) OWING.• .401/.464 LAMINATED ii'/INTERLAYER (MONSANTO OR DUPOWT) 2.) CONFIGURATIONS: X. XX 7 1/2' 7 1/2" 7 112" 7 1/2" 3.) cjS.GN PRESSURE+754P SG.- -75 P.S.F. 3b) 401 UIM.; +60 P.S.F. -60 P.S.F. 4.) ANCHORS. 5 1/2" ' �.' \ 1 5 1/2" ij2 (HEAD- FROM CORNERS � SILL) s " FROM CORNERS AM ) \ / \ MAX. SPACING AT HEAD & SILL: 13.000 \ 115" / \ MAX. SPACING AT JAMB: 13.500 \ / \ 13.5` 5.) NO SHUTTERS REQUIRED \ / \ 6.) REF'_RENC£ TEST R£PORT.• FR-224 i \ / \ 7.) FOR LOCKING ASSEMBLY OP17ON - SEE SHEET 3 OF 4 2 PAINT LOCK \ / \ a INT OPTION \ f LOCK 95.750 a 95.750 OPTION of Of \ / PRODUCT R£V11f.A at complying with de florkh Balding Codt ActtptamNo 02-0?Of.'Z i / / t 3.5" \ / ,�. MAX. fspirnt a D.it I1 2 7YP. MAX. By L +s 5 1/2" 5 1/2" Moat Vr*rtadad Cowl { l Divisive 7 112 7 112- 112 PRODUCT RENEwEI) 13" SEALANT DNl3" T ON .�CCI'sYr/k!1CF.Nis �1"G r-1 l'"7,O t•�• MAX. E I• FRAME CORNERS ON TER FRAME CORNERS ON CENTER & PANEL CORNERSEXPIRAI RIN DAlt NO'f-"41 t 22 t�6 TYP. HEAD & SILL TYP NERD dt SILL PANEL CORNERS lly �'Sk��;(—L�A w.1a •• ••• • • • • • •• i'fit3UtYT CxXfils�l4llhViflt�I Rt}1T4ti Cc'lDC CUiti C8 UYY1Cti •• ••• •• • • • •• Revisi0»s: Telemace2 Weju. Neta- • ••• lfi`� D added !?pt. lock info F„��,,,x: r/�, 1070 Technology Dr. • • . . . . r oet;Faet.00-t f • ••• rr t Nokomis, Fl. •• • • • Mguur : r• J4275 . . • . . • .. ... j� GI se�rt'/a 1INDUSTRIES sw0-T0 r ••• • • • • ••• • • Afote�tol: Description: Robert L.Clark,P.E. • • • ••• • • • 8r: By: P.E.#39712 Rowd 0°le: Chkd Dote: French Door — X, XX • • • • • •• •• • • • •• •• D.B. 111117100 ••• • • • ••• • • Structural PGT NO: VENDOR No. Scale: Sleet: Orerinq No. Rer: 'N» I D.B. D°t 2/16/98 1 X 1°r4 971 D 71.750 250MAK34.625 —..- SPACE –.— TYP. BOTH PANELS J8 MAX. � s ACTIVE PANEL EXTE IOR IN4CTIVE PANEL 2 SPACE ROUGH OPENING 6 1.750E SEE SHEET 3 ROUGH FOR ANCHORS OPENING JJ 25,, s 3 ft Jt DAYUGHr 28 ROUGH OPENING OPENING MAX. SHIM 1.480 3.000 ' 250 SPACE HORIZONTAL SECTION 1.272 4 1.479 INTERIOR s J 4.000 1?aonucr REVISED 1.750 naming GO& tJu t AuWbna No 0 - OJ.12 Fapirathm Dolt I I L dt PtadaN Coutsol 95,750 3 3 38 3 93.625 84 .3/4" PRODUCT RENEWED DAYLIGHT OPENING r1UCEPTANCP.N.• G?�—C?L1 t-I• U� 8 E-MRA'rto.N nail: Nw&�ee 22�2aaG Pftoo()L 'Axv%[( •' '• ' ' • ' •• VERTICAL SECTION • • • • • • • L1tlfl2llttU CD�t;�Of4tSAJ1VCE Ut•'iric.'E .. .. . . .. INTERIOR 4.0009 Renaiom rpkn ues Unr.ea Xd ed: D added 2 pt. lock info rmdb=t 1144 1070 Technology ©r. • . . + t Nokomis, Fl. . . . . . . : 34275 ir '••$ •• •• •1.489 .250 ,EIJAIVI " $°"°'/�`°°°� INDUSTRIES swo-10; .489 t ••• SPACE �/1'C/ •• ; ;•; ; ; . � French Door -- rElevotionsRab rilark,P.E. Rene 8r Date: rl�xd 8r vote: •• •• • • • •• • D.B. tt/t7 00 \ P.E.#39712 PGT tYO: YENt]dR NO Scois Sheaf Growing No. Rev EXTERIOR z •• • • 3,0n" ' ' -- ROCtGH OPENING DMw" * Data: structural O.e. 2/1 S/9a 2 al4 971 D 2r 1/8 ANN. 3/16 ANN..-.- ..090 090— o 7 i >r J/!6 ANN. —�{ J11 ANN. 3 i • a a a � p r g to 8 • �7 21 ' 1.489 1.489 ] tt J � SEE DET.it' ' I .250 MAX50 T ?SHIM J.000 WAX. SHIM 3.000 I r SPACE SPACE 0 0 8 .401' LAN. SigZMDRSAN S,4 fX P-YB iNTFRLtY£R .f64' LAhL "ONSAMM SAF E'Y PYB INTERL rjFB OR .401' LAM WaupoNT BUTALITE JNTER AM QR .464' LAN. "uppmT BUTAt_►T£ imrrm�R SEE HQTE,j ON SHEET f SEE NOTE 3 ON SHEET 1 DEMON PMSSURE RATM. t60 csf. DESIGN PRESSURE RATING: t II sL PRODUCT REMEO r as ewpiyiee with the FMtida iittidkg Code 2 Awwance Mo 02' ?OI.12 Espirtttoa Date Ii f. r� a tN� i'todaet Comtmt i)tvieiee PIWDUCT RENEWED ACCEPTAt�ICT*:N'w_01'0411•Q y 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, iVo�ifuerltu ?oD UnRA`rM I)ATT I 6 9 Lty {t 1 S�4 .1 •• ••• • • • •• 1Q0t�lt�'!Ott t IYffi('Xi • • • • 1 • WMi�c�(Xri 90!�i L(Sfi�C£ • • •• • • !a •• ••��• •• QToteronen tlnit�t f�,[ed Revisions added 2 pt. lock into TroeEimr t f/es 1070 Technology Or. • • t©---}� �, .00.1 t Nokomis, FJ. re • • AVdw.f t• 34275 • • • • Il /��' Serief/A/odeh •• !8 t8• swa—lor INDUSTRIES s A A)J� 1 :1 [ Motertat: 6 Description:. Revad Dots: Chkd tiy: Dots: French Door — Ex coded Glazin • • • • 8y: • • • • • • • D.& 1111f7loo 97? P" No: VENDOR NO: Scde: Sheat: pm.;ny No. Rew. .. .. • . . .. .. P ,3 Robert L.Clerk n Date:/ / ... . . .. ... . • X 0.8. 2 �t5 9$ °r4 C1 -t acturar ITEM DESCRIPTION V.T. QTY. DESCRIPTION VENDOR _VENDOR 1 DOOR HEAD SILL 60375 ALUMAX AF-10375 2 DCOR JAMB HINGED 60376 A UMAX AF-10376 3 2QOR ASTRAGAL ALUMAX A - 4 .2ti0 x .187 FINS&4L STRIP 67924G 8 2 each door top do bot. roil SCHLEGEL CORP. PS7924-187 5 DOOR W-S RIP CHANNEL 6OJ79 ALUMAX AF103 79 1 - 6 FRAME JAMB 60380 ALUMAX AF-103 0 �" .• 7 FRAME H94D 60411 ALUMAX AF-12376 �•�+ 8 CWM OW ROLL J ORM 6g 170FLORIDA � ,� • • 9 OLTSWING THRESHOLD 61069M ALUMAX AF-12375 1 r-Jfj 'u ° �its 10 511 6x 18 THREADED ROD 6TRODA 4 1 door top- do bot. roil FAS EC INDUSTRIAL 11 TRUSS LAMP 60378M �11*2egq.. door to & bot. rail ALUMAX AF-1037e � 1 12 5 16x1 16 TRUSS WASHER 7WASHA door to & bot. rail FASTEC INDUSTRIAL 13 5 16x18 TRUSS NUT 7JNUTA . door tojo dr bot. rail) FASTEC INDUSTRIAL eucx 14 FRAME SCR. COVER CAP 41 W PGT INDUSTRIES41 2 W r/�• rN 15 STRIKE PLATE 7955X CAMCORP 112 rutHUD 16 STRIKE INS RT 4! ! PG !N STRIES 41 TYP. HEAD z{� _TYP. HEAD 17 10x3 4 SCR. FLT. HD. HIL 71034A MERCHANTS FASTENER i HINGE ASSY 6 3 fr m iambs) NATIONWIDE IND. 19 10x.625 FLT: HD. PHIL 71058FP 26 6 hin e — hinge—door jamb MERCHANTS FASTENER 20 10x1 T. HD. PHIL. 71OX12PPW 30 5 hin a &hin a—frame 'omb MERCHANTS FASTENER 21 7G 80 SLIDE BOLT LOC �FW4 to bot. of l.h. s ra a G 4 2 6x1 FLT. HO. PHIL. 7e bolt locks MERCHANTS' FASTENER 2 x 1 1 N H . QUA . sill FASTEC INDUSTRIAL 2 SEAM SEALER 6 M55W CN M /1s©�D 25 LOCK SUPPORT ASS Y. 4USLOK 3 1 lock PGT INDUSTRIES 4UBLOK i� -1 irfc 26 6x 4T. HD. PHIL. 7-04-F '6 2 I k support assy.) FASTEC INDUSTRIAL 27 D x .190 LON 60200K 5 1 astra als tr. iambs de head SCNLEG£L CORP. 200X190 •• 2 l x .10 Q3 0 1 as ra als do f omb HLEGEL CORP. 37 x 190 29 3 POINT LOCK AS FD3PTAY 1 ® r.h. astry of PGT INDUSTRIES FDJPTAY • :! :. 30 LOCK ACTIVE 7LOKAP 1 0 r.h. astra of HARLOC 100 DU Y 7L r.h. astra of H L C 8 '. .; ... 32 DEAD-BOLT LOCK 781 TIP 1 ® r.h. astra aI HARLOC 820 - 3 .4,71 LAM. W MONSANTO • `• •' '` 34 SILICONE 62899C DOW CORNING 899 1/4•TAPCON I 35 12 Ph. Pn. SMS ® w;;G--t 36 4 TAPCON TYP. JAMB TY . JAMB 37 .401 LAM_ W DUPON H.P.G. 3 .454 LAM. W DUP NT A.P, 39 .454 LAM. W MONSANTO H.P.G. 40 12 POINT LOCK ASSY. 11 a r.h. astry al PGT INDUSTRIES 41 101 x .75 Ph. Fl. Tek 178J4FPT SPENCER PRODUC rlwnurrltevlSED P111:0DUCT RENS. &D nt 9001111*9 with the Florida t Balding Code 1 1/4•twconr G UIT L YD s Srr'AR AAs�on bate 07-070 1. t Z ��rcrratvCf K„C� 0G1Rj%TXW11ATr NeIJEM-S!EC 71 .::;.• tauc l wasi ask hna to etrw t� • • • • • . • • Munn rwot kkt*N''v— int't1' T!� :�: .: i • •• • • • • • Kxjt Jim •: '' Rs»alons: • ••• D added 2 t. lock info 1 6 Nele� 1070 Technology Dr. TyP Slit Nokomis, Fl. . . • . ... . . MfAr.! 1• 34275 • • • • • • • • • 1J( SaRea/A/odeh. •• ••• sw0-1o1 INDUSTRIES 7 Afoterial: Osacription: Roberti~Clark, French Door — Anchoro e B.U'.M. • • • ••• • • • p�. Rowed By: Oore: Chkd 8y, Dote: • • • • • • • • • • • •• •• • • •• •• P.E.#39712 wn 11/17/ PGT NO: VE'NWR NO: Scale: Sheet: Dronigq N•. Row: structural D.B. 1 2/16/98 4 o/41 971 9 W-� ANCHORS TYPE il' W ANCHORS: TYPE-a-, TYP. "C' OR "D" MUWON GLAZING GLAZING BOTH ENDS TYPE.8. PRODUCT 2 PRODUCT 'C' OR "D" H2 BOTH ENDS ANCHORS: ANCHORS: �W TYPE.9; TYPE 18*1 G" OR 71" 'C" OR 'D* L�gEH -T H M1 BOTH ENDS BOTH ENDS H TYP.MUUtON M2 H GLAZING GLAZING H 1 TYP PRODUCT PRODUCT np GLAZING GLAZING MULLION M4 H MULLION PRODUCT PRODUCT H1 H tGL4ZING GLAZING GLAZING GLAZING I PRODUCT PRODUCT PRODUCT PRODUCT W i�h--W2 W i I W2 wi-4----W2---�---W3 W = W1+W2 W W - W i+W2 H = H1+H2 H = H1+H2 W = W t+W2+W3 (2,) WINDOWS MULLED TOGETHER (1) WINDOW MULLED (2) WINDOWS MULLED H - H1+112 FOR DETERMINING MAX ALLOWABLE W10NE ABOVE W1ONE ABOVE MULTIPLE WINDOWS MULLED DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE FOR DETERMINING MAX ALLOWABLE W ONE ABOVE ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE MAX OPENING = W OR W 1+W2 ON PAGE 5 OF 5 ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES MULL LENGTH = H MAX OPENING = H OR H 1+H2 1.4 1) MAX OPENING = H OR H 1+H2 ON PAGE 5 OF 5 MULL LENGTH = W MULL LENGTH = W OR W 1+W2 M3) MAX OPENING = H OR H 1+H2 M2) MAX OPENING = W OR W 1+W2 MULL LENGTH = W OR W 1+W2+W3 MULL LENGTH = H 1 M4) MAX OPENING = W 1+W2 OR W2+W3 MULL LENGTH = H1 nwomnvmnempbbxwmd*nwft ftmkicoft 'bors"m 04 et�ea trans, .. ... . . . . . .. ••. ': :•: ••' ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS .. ... .. . . . .. Revsd !: Date: Chkd lay: Date: Revisions: MOTES•' F K. 5/3/04 — ADD NOTA77ON I.FOR ANCHORAGE TYPE, QUANTITY A4U. LDG4TION •�� �„ �� Drown P.J.P. '412g/OO REFER TO SHEETS 2, 3 AND 5 ',: : : . • • • • • ' ' bc( T Description: . . AIL 2. G ARRANGEMENT DET ® 2. WINDOWS MAY BE MULLED TOGETHER TO A MAX. OF 7 UNITS 2 INDUSTRIES Title: 3. MULLIONS ARE APPROVED FOR IMPACT,4% 41ON-w1UPACi'•• • • . . • . • STD. WALL MULLION 4.REFERENCE TEST REPORT FTL-2902, 2DOJ:A+Ng V9�j'S ' ' ' ' Robert L.Clark,P.E. series/Model: state: Sheet: Drawing No. Rw. • .. .. • •• •• PE#39712 ••� � • , ,,. • • 1070 TECHNOLOGY DRIVE P.O. SOX 1529 Structural NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS NTS 1 of 5 6620— 1 A 2' OR 4*-1 P.O.', Im MULLION I............................ P.G.T. Ix MULLION —1 MULL 112 }•---•2" 2" OR 4'-1 '2 Fj%WS.M.S. f— WOOD BUCK STAGGERED STAGGERED ON SrA ON OPPOSITE SIDES REWOVED TO OPPOSITE SIDES MULLION CUP (SO AS NOT TO CONCRETE MIN:— (SO AS NOT TO CUT FLANGES OFF OF INTERFERE WITH i - MULL CLIP TO FORM A yp), EACH OTHER) wow INTERFERE WITH lul�-Cmm BUCK EACH OTHER) #WAU IS SHOWN 4 (7 NEL AND SEE NOTE it li (rm) #12 SM.S. (1991) 2j (TYP4 (1 4 o s (5 , 9 ALL FAS7ENERS �w- MUST BE a4DE COUNTY E WN. &' TAPOON (2461) t CONCRETE OR BLOCK APPROVED. SEE NOX 11 ON. If PO4EMMW INFO i. • .4 MIN. STRUCTURE ALL FASTENERS P.G.T MUST BE a4DE COUNTY FOR 1 MULL J'�-- — MuitJON . ._4 APPROVED. SEE NOTE/I TYPICAL MULLION TO MULLION- INSTALLATION TYPE 'A" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE T"v P.G.T Ix MULLION P.G.T. ix MULLION OR 4"-1 1- 2" OR 4'-1 112 F.H. S.M.S. ------- #12 F.H. SMS. STAGGERED ON STAGGERED ON OPPOSITE SIDES MIN.— OPPOSITE SIDES MK— (SO AS NOT TO FINTERFERE WITH (SO AS NOT TO INTERFERE WITH HEJR EACH OTHER) OJ E I SEE NOTE If WOOD 2j ayl� 1 -4) 0 S C� 7107 WOOD (Typ BUCK (Typl-----j 112 WOW SCREW (199bl) BUCK (Typ) MIN. ?6' TAPCON (246D MIN11 PavEmnaN INTO OR BLOCK INTO li MIN. WOW BVCK. ALL FASTENERS CONCRETE MUST BE Ib4DE COUNTY STRUCTURE. ALL FASTENERS AKW BE DADE COUNTY APPROVED. SEE NOTE It APPROVED. SEE NOTE 11 t I MIN. T TYPICAL MULLION TO STRUCTURE WITH TYPICAL MULLION TO STRUCTURE WITN WOOD BUCK TYPE "B"o WOOD BUCK AND CONC, TYPE "D." NO 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATION,�-gEe:51JECT.5. QUANTITY OF ANCHORS FOR MULL-TO-CLIP 1�,b TrjAjjE6*o: P1 AS THE QUANTITY OF ANCHORS FROMCLIR-7 s9fiffluG.: A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 2. REFERENCE TEST REPORT FTL-2902, 203 WD 975 Rand By: to. I Rovlsfws: F.K. 1513104 ADD NOTATION Drawn By. Date: P.J.P. 4128100 •PpAnucir-aramT Description: IMPORTAN MdftCaft mw QUANTITY OF ANCHORS SHOWN ARE FORA PICTORIAL• Accvt=wru04-0.sZ6.o4 INDUSTRIES CLIP & INSTALLATION DETAIL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ritlel. ANCHORS PLEASE REFER TO CHARTS AND FUW*THE* 1 " STD. WALL MULLION CORRECT MULL SIZE AND PRESSURE REQD fOlt YO:lf;-: obert L.Clark,P.E. SPECIFIC APPLICATION. • • series/Model: I-Socla: ISh"t Drawkv No. Rev: 086predwcontm PE#391712 • • 1070 TEC14NOLOGY DRA;F P.O. BOX 1529 6620-2 A structww NOKOMIS, n 3427.5 NOKOMIS, FL .34274 MULLS NTS 2 a 51 A � MIN. FROM IMPORTANT. 8 2 ENDS (TYP) rte-- MIN, FROM 3 QUANTITY OF � 4 3 ANCHORS SHOWN END (TYP) ARE FOR A PICTORIAL REPRESENTATION - ONLY. FOR CORRECT 33 �,A,� QUANTITY OF ANCHORS PLEASE 14 REFER TO CHARTS MAX. 1" MULL CLIP W -TABS REMOVED AND FIND THE 3 - - - TWO L) ANCHOR LOCATIONS 4 EXTRUSION DWG 1 1099 CORRECT MULL SIZE 1j MAX AND PRESSURE f MIN.—"—�' FOR YOUR SPECIFIC LA —JEND (TYP)MSPECI � MIN LA —J , APPLICATION. 1 " MULL CLIP 1" MULL CLIP TWO (2) ANCHOR LOCATIONS FOUR (4j ANCHOR LOCATIONS EXTRUSION DWG jq 1099 EXTRUSION DWG 1 1099 3 A' J 1 " MULL CLIP W/TABS REMOVED FOUR (44) ANCHOR LOCATIONS EXTRUSION DWG # 1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 'A' 60*• 1 x 2 x 1 ••' •• •• •� ' ' " ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd By. Dote: Chkd By: Date: Revisions: t'ROAOCTREYLUD F.K. 5/3/04 — ADD NOTATION 1 X 4 X e ••• as eom 1roI16 the Drawn By. Date: • • Cute j P.J.P. 4/28/00 140 04 . Description: •• "' �r 1 " MULLION CLIP ANCHOR LOCATION INDUSTRIES �ttco�t etre: ��•�•• • • • • •" : ° 1 " STD. WALL MULLION .�r�'.i i i•i � i • i IZ,O�?Ci'[I...Clark,P.E. series/r�odei: scofe: sheet: Drawing No. Rer: 1.RE�EI NCS k1T RCFpRI';FTL-2902,2903 AND 2975 PE#39712 1070 TECHNOLOGY ORIVE P.O. 80x 1529 ••• " Suucu1Ta1 NOKOMIS, FL 34275 NoKOMIS, FL 34274 MULLS NTS 3 of 5 6620 A 1 1 (Typ) 1 8 4 � 3 - (TYP) zz-.� 8 4 2 ,3 4 4 lx STD. WALL MULLS MAT'L: 6063—T6 see ose •• •: :•: : : :': ••• ATO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ... ... .. . . . .. Read e. Date: Chkd W.- Dote: Revisions: Moms. F.K. 5/3/04 — ADD NOTATION • • • ... • ne taltp Qe . • • • . mukk Drawn P.J.P. Date4/28/00 code T ••: : : • •• ; • • .q 1 •� Dssorfption: .. ... . 1.6104 INDUSTRIES PROFILES NOTE: •:• 0 0 0 `•• 1 " STD. WALL MULLION • : • : :•: : : • Robert L.Clark,EE. Series/Model: Scale Sheet: Drawing No. Rev. 1. REFERENCE TEST REPORT IL:•2"9Q�', • D�•AND 2975 5 ;3 ; '0;°0 o sNOL 4�i No"' Box '52z�4 MULLS NTS 4 of 5 6620-4 A 1 x2x.125 OPENING WIDTH IN INCHES _ 2 Anchors 50 60 70 80 90 100 11110 120 130 160 _ 42 129 ! 115 1 107 104 103 103 103 103 103 103 Vertical Mull O 48; 83 73 67 63 61 61 61 61 61 61 50.625: �0 61 ' 55 52 50 49 49 49 49 49 - 7 LU 54 57 49 44 i 41 39 38 3$ 38 38 _38 = 60 41 35 31 29 27 26 25 2525 25 Mull Z 63 35 30 27 24 i 23 22 21 20. 20 20 Length ? I 66 30 26 23 21 19 18 18 17 17 17 = 72 23 20 17 16 - - - - - 0 enin 76 20 17 15 - - - Widthg� W 78 18 j 15 - - - - - - - J 84 - - - - - - - - - - � 90 - - - - - - - - - _ Horizontal Mull 2 96 - - - - - - - - - - 108 - - - - - - - - - - Opening Width OPENING WIDTH IN INCHES L 1x4x.125 F--- Mull 4 Anchors 50 60 70 80 90 100 110 120 130 160 Length 42 170 170 170 170 170 170 170 170 170 170 O 48 170 170 170 170 170 170 170 170 170 170 Multiple Mulled Units 50.625 170 170 170 170 170 170 170 170 170 170 w 54 170 170 170 170 162 158 157 157 157 157 60 170 170 157 143 134 127 124 122 122 122 Z 63 170 160 141 128 119 112 108 106 106 106 Length Z 66 170 145 127 115 106 100 96 93 92 92 g H 72 142 120 105 95 87 81 1 77 74 72 71 C3 76 120 102 90 81 74 69 65 63 61 59 LZ 78 111 94 83 74 68 63 60 57 55 53 84 88 75 65 59 53 49 46 44 42 40 Opening mnewftm 90 72 60 53 47 43 39 37 35 33 31 Width 96 59 50 43 38 35 32 30 28 27 24 108 41 35 30 27 24 22 20 19 18 -16 � 1111 38 32 28 .240 •22• •20 19 17 16 - •• • . •°° 1441 17 - - .. . .- • - - - - - ° " " • • ' ' TO BE USED ONLY wITl!'3�� JAP • ° • ® TR— PRODUCTS .. ... .. . . . .. Rend W. Date: Chkd By. Date: avis &!P •• NOTES. F'.K. 5/3/04 A — ADD NOTATION 1. MAXIMUM ALLOWABLE PRWr ESf?1 :iN I✓SF:' "� P•,/•P• �4 a81oy►• •• • • • • • • • •i Oescriptlon: a ' ' • •• • • • •• 2. DESIGN IS BASED ON OPENI�'d•G**1D7`Pf * FOR MULTIPLE UNITS, �( INDUSTRIES �PRESSURE eHAF�tS•• '.. CONSIDER ONLY TWO ADJACENT UNITS AT.�• TIAJE. SEE SHEET 1. �t °°° ° ' : ' ' ° ° Robert L.ClArk,1'E. STD. W L I :Iva •�0v ••• 3. REFERENCE TEST REPORT FTL-:24C12' 2803 gNA 2975 se e d.+: ° . D.a+virg Na. Rev: • • PE#39712 1070 TECHNOLOGY DRIVE P.O. BOX 1529 •• •• • • ' • 0:0 •• • • • ••• ° ' Structural NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULL9 0•• • I !.3 @ f J� 6620 A