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WS-11-2123Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166710 Permit Number: WS -11 -11 -2123 Scheduled Inspection Date: December 22, 2011 Inspector: Bruhn, Norman Owner: BANICH, ROSEMARIE Job Address: 521 NE 105 Street Miami Shores, FL Project <NONE> Contractor: ASTOR CONSTRUCTION LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122310140240 Building Department Comments INSTALL IMPACT WINDOWS AND DOORS 8 WINDOWS & 1 DOOR Passed Failed 6/422 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 21, 2011 For Inspections please call: (305)762-4949 Page 9 of 25 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 ti) ('1 1 I "' V4t,p1 xl& . BUILDING PERMIT APPLICATION FBC -)0o7 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing /� Cc s m at- f_ ark .11 Phone # 3D5 " (St - 51 �) l' Owner's Name (Fee Simple Titleholder) Owner's Address a\ ' O€ City •rer State Tenant/Lessee Name Permit No. ro)73aEgw3n NOV 1 5 2011 UJ"all -112Z Master Permit No. Zip 33131 Phone # Job Address (where the work is being done) SOS e City Miami Shores Village County Miami -Dade Zip 3 3 (' $ FOLIO / PARCEL # I t° aa31 -0(4- 6.0.4.49 Is Building Historically Designated YES NO Contractor's Company Name C rt L GAi�iL`Zl 0 KU Phone # Contractor's Address 43.3o &. (,if • 4v �e City 1.6 t /bc VVL�t State � . Zip Qualifier Name e.4 j) S pAE$AM) ) Phone # 3z1-408 S3 05 'S4- 54z-12-549 State Certificate or Registration No. /1 4l n Certificate of Competency No. £ Architect/Engineer's Name (if applicable) etc 5 "PE Z Phone # Value of Work For this Permit $` 1 1, 304 • 4 4 Type of Work: Describe Work: Square / Linear Footage Of Work: a so ['Addition ❑Alteration ['New Repair/Replace ❑ Demolition D&) `a TALL 1,. k)&ct uin)O0(A)6 41JD ,.Devizew Submittal Fee $ Permit Fee $ Notary $ Scanning $ Bond $ Code Enforcement $ Double Fee $ 7 O W CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side --> 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 commen be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. Ip ab. nce o uch posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The forefoing instrument was acknowledged ` n�owledged before me this day of OHO (1, , 20 I , by KO� E AA r 41lJi c , who is personally known to me or who has produced v As identification and who did take an oath. NOTARY LIC: Co or The foregoing instrument w s acknowledged before me this x day of kg V d , 20 by C.A fAiy , who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: NOTARY, Sign: t:.." • Print: a My Commis ion Expires: My Commission Expires: a�`;� ;°� ALFONSO A. DE LA COSA gM�Y IES: f0 OM ISSION # D�D� 773 LV 9,y4411 G/1 * aawwww***4*txwaw **4*4wae�■ a ICJ , I Bid TAru Budd Notary Sakes APPLICATION APPROVED BY: (Revised 07/10/07) ti III wa w 1 tIo DELAWG , ,� N, %x MYCOMMISSION #DD.'%494'�4 ' "'``' * EXPIRES: December 5, 201 Bo dTfenBodgetNokrySeria a°:•Nl CEIACOSA MYCOMESION # DD 738441 g aziatNneySl 4.� d Al1rL Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT T (Mj OFF FIRST INSPECTION Permit # Folio t o` 3 1 ®t� -tom— 02-40 STATE OF FLORIDA COUNTY OF Ott AIL t THE UNDERSIGNED hereby gives notice that improvement will property, and in accordance with Chapter provided in this Notice of Commencement 1. Legal Description of property: 1111111 1111111111 1011 11111111111111111111111 FN 2011R0752887 DR E:k 27887 Ps 0760; (1Ps RECORDED 11/08/2011 11: 50 :18 HARVEY RUVIH, CLERY. OF COURT MIAMI -DADE COUNTY ► FLORIDA LAST PAGE STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this ki e of the be made to certain (*a 713, Florida Statutes, the following mformane1 HAS iC BY ,AD2D 1/ SS ray hand end Offklet Seel. E( RUVIN, CLERIC. Comfy Street address: 521 N.E. 105TH STREET MIAMI SHORES, FLORIDA 33138 2. Description of improvement PROVIDE AND INSTALL IMPACT - RESISTANT WINDOWS AND /OR DOORS. 3. Owner(s) name and address: MARK BANICH 521 N.E. 105TH STREET MIAMI SHORES, FLORIDA 33138 Interest in property: Name and address of fee simple titleholder: 4. Contractor's address: ASTOR CONSTRUCTION, LLC 7330 SW 42ND STREET, MIAMI, FL 33155 5. Surety: (payment bond required by owner from contractor, if any) Name and address: Amount of bond $: 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a)7., Horida 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)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice 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: i( "DSC(}1 at . C. SWORN TO AND SUBSCRIBED Signature of Notary Publi Print Notary's Name: c;• ; �h fore me da Prepared by ALt=01Jeo A. c L4Ck Alfonso De La Cosa 7330 SW 42nd Street Miami, FL 33155 ,201(. iota; Z,N, ALFONSO A. DE LAOOSA * MY c0MM SIGN ADD 739441 EXPIRES: December5, 2011 Bonded Tin Budget Nottly Sobs 4 ` • STRUCTURAL H loamtw31 NOV 1 5 2011 BY: .........00.000 WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328 -9138 FAX: (305) 418 -7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 7: 521 N.E. 105TH STREET MIAMI SHORES, FLORIDA MI -DADE COUNTY �......., PERMIT #: Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT G% %; /4'61f WITH ALL FEDERAL -IY iUL=S AND REGULATIONS SUBJECT TO CCMPLIANCE STATE AND CCUN N STR • EMBE 3, 2011 PREPA'� LOS M. PE' CTURAL E L. P.E. #: .B. #: 007 BY: EZ, P.E. GINEER 844 81 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 127Ii STREET, MiAMi, FLORidA 33176 TEL (786) 242.1720 - FAX: (786) 242.4399 STRUCTURAL ENCINEERINC CONSULTANTS, INC. 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 331 76 TEL: (786) 242 -1 720 - FAX: (786) 242-4399 DESIGN CALCULATIONS • CoOE % A 5cE 3-05 • %No.* Veux.tr = 1q() M P+� • rAPOSAE CMC4bei = C l • =mfba-rowce c:10R (s) = 1.00 • 1Cd= I.00 3 K,t= 1.00 • VELoc PRESS. ExPaSufkE coET.(K,, }: 4,85 (fawn -nit C-3) • RcofsLofe i/12 • ,"wilD NAARo J r D,( ,= 5.L I • MEAN RCOF 14E14HT(h); W1D, r1 • A � nx� 44914£ 5) x� - 6'� O O. I x.541-47- PROJECT SHEET NO. 2 DATE • q h.-: 0. oo25(9 Ky, K i • Clh= x.0025(40,8 i 5 I.00 ,,00X14(p) O,a°) vi: x;,_±008 W iNDov 5 CRrT ' CA< 10 ? Do4145 Corr. heed=zo y4 20NC: 4 5 4 S 'Cp (I) GC9( -) biEssvRe li) 1;;;;* surr oo () 1' .4 F 1.00.. — I. to -59.3 1.00 —L,40 .543- _ 3 , 7) ®, 543- —1'1143 4-52_2. --0,6 0,947 —1<7-9q -t-52 - -683 STRUCTURAL Village of Miami Shores Building Department Miami -Dade County, Florida Job: Impact Window / Door Installation at: 521 N.E. 105th Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: November 3, 2011 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.2 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 56.8 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.2 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 68.3 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -O" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: * Building Category: II * Exposure Category: C * Building Mean Roof Height: 12' -6" * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultan n c. If you oul ' happen to have any questions or concerns regarding this or any other matter, please do not hesitate to con S. ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 11/03/11 P.E., Structural Engineer "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 11241 STREET, Miami, FL%RidA 33176 TEL: (786) 242 -1720 - FAX: (786) 242 -4399 JOB NAME RESIDENCE 521 NE 105 TH STREET MIAMI SHORES , FL O LEFT 54' -10" NOT PART OF THIS PERMIT REAR 1 BATH GARAGE BATH PANTRY BEDROOM NOT PART OF THIS PERMIT -Y° KITCHEN DINING FAMILY ROOM LIVING (EGRESS) (EGRESS) NOT PART OF THIS PERMIT FRONT BEDROOM BATH BEDROOM 00 RIGHT o� NOT PART OF THIS PERMIT NOTE: MEAN ROOF HEIGHT : 12' -6" ROOF TYPE : 4:12 GROUND FLOOR (EGRESS) REVISION: DATE: 11/04/11 SCALE: 3/16" = 1' DWG. BY: M.RZ. JOB #: 11-2011 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL NOA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURF{LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNBDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44° ABOVE THE FINISHED FLOOR H >/ " CEI FRONT ELEVATION 11 74" X 63" (OX) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 11-0630.02 ZONE 4: + 54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM IlNTERIAYER. INTERIOR LITE: 1/8" ANN. GLASS 11 ■ ■ (EORESS)O 4, -5° "A" 74" X38-3/8" (OX) " HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.OA: 11-0630.02 ZONE 5: +54.7 - 73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM ATTERLAYER INTERIOR LITE: 1/8" ANN. GLASS 8 DATE: 11/04/11 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 11 -2011 2 of 5 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCIVRE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESION PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BBAMS,COLUMNS,PRAM]NG,E1D.) SHALL BE DESIGNBDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING, NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44' ABOVE THE FINISHED FLOOR 15k. NOT PART OF THIS PERMIT RIGHT ELEVATION REVISION: J DATE: 11/04/11 SCALE: 3/16" = 1' DWG. BY: M.RZ. JOB #: 11 -2011 3 of 5 NOTE I: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. AIL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAM NG,ETC.) SHALL BE DESIONEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44° ABOVE THE FINISHED FLOOR NMI (EGRESS)© 1 cif SIM REAR ELEVATION "C" 106 -1/4" X 38 -3/8" (XOXX1/4- 1/2 -1/4- CONFIGURATION) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 11-0630.02 ZONE 5: +54.7 - 73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE : 3/16" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERL.AYER INTERIOR LITE: 3/16" ANN. GLASS NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT "D" M.O. 143 -3/4" X 79 -3/4" (1) 71 -3/4" X 79 -3/4 "(DOOR) (2) 36" X 79- 3 /4 "(SIDELITES) FD-101 OUTSWING FRENCH DOOR W /SIDELITES IMPACT N.O.A.: 07- 0629.10 ZONE 5: +52.2 - 68.3 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S. GLASS NOTE : REINFORCEMENT IS REQUIRED AT DOOR/SIDELITE CONNECTIONS. U 0 cV 0 0 d ( DATE: 11/04/11 SCALE: 3/16" =1' DWG. BY: M.RZ. JOB #: 11 -2011 4 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEIMS,COLUNALS,FRAMINO,ETC.) SHALL BE DESIGNBDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44' ABOVE THE FINISHED FLOOR 9'-S' e 0 13' -9' LEFT ELEVATION "F" 37" X 38 -3/8" (OX) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 11-0630.02 ZONE 4: + 54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS "0" 19 -1/8" X 26 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08-0117.11 ZONE 4: + 54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LTTE: 1/8" H.S. GLASS "E" 74" X 50 -5/8" (OX) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.OA: 11- 0630.02 ZONE 4: + 54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX IEEEPSAFE MAXIMUM IN1'ERLAYER. INTERIOR LTTE: 1/8" ANN. GLASS r REVISION: J DATE: 11/04/11 SCALE: 3/16" = 1' DWG. BY: M.RZ. JOB #: 11-2011 5 of 5 1. % MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., 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: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to `E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. O'1'H.ER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 151 lr.. 1. L. 1C4 K.1 Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 1 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, O XX XO OX. XX0 OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLASS BITE EXT. -1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16' HEAT STRENGTHEND GLASS �- .402 --A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS —► .465 — 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Florida Bening Code Date Ca 18, 7007 NOAt 4,7- O 4 z.V. /D Miami Dade Product Control 131 BY Al I • Ludic &hal Fr Sex Rselsixes Reed By: F.K Ram Sp FJC Die 818,97 nag &144/77 ".tiny 8 Rrrrls A CLARIFY ET. OF GLASS. OVH LL THICIMESS AND OLASSBRE ADD GLASS BITE DOA TO WAXING DETAILS, ADD MASS DEC. TUX, REVISE tare 1. GtASSD1 1. aADD NOTE B. FJC Doke 2/22107 asokild Or J.J. aft 8/21/07 1070 TECHNOLOGY DRIVE NOKKOAIB, FL 34278 P.Q BOX 1829 NOIMAIIII, FL 34274 Pc T V�db1y 8� NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 1x 1 d 10 miy/h 11005-1 Robelt L Clark, P.E. PE 539712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH - 68 - 79 3/4 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 3° 371/2" 16° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH 1 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +393 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE UTE O WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8° LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16° LAMI (3/16° HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4° 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS 15 NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE = +67.61 -87.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85" HIGH DOUBLE DOOR WITH 38112° SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6/-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314° WIDE x 80" HIGH DOUBLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE = +43.1 /-43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approval as cuwpl)ing.,i1B tbe Dar Florida Code ? NOA6 Wand Dade Product Control Deis R"tlskos P.K Red* F.K Das 8118/07 R"dd"n< B REVISED TABLED. DEMON PRESSURES AAD (2AR6gD EON- RE91F. VERNON O01MBEEf8AS8 TYPED MAX 8D23B47ONOTE38 ADD NO1E8686 DMA BMW WAWA F(EVASE NOTE 1.2 83 ADDNOTA71QN8 TO TABLE MAO MAX REDUCE 8@TDESIGN PRESSURE AAElAAIU?.. ALL DPBFOR TABLE2 awn* FJG Deis amok. By J.J. TRW 1070 TECHNOLOGY DRIVE NOKOMIS, FL 90276 P.O. BOX 1628 NOKOAffi, FL 34274 P 7 DESIGN PRESSURES �- ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vidbly Berner SielnekOlt 83101 Etat X 2 a 10 azoniseL 11005-1 B 73112 "� 14 — " ' ---►SEE NOTE 3 SEE NOTE 3 MAX + M 38 SEE NOTE 4 O OR XO 38 3/4' MAX. 33 5/8° MAX DLO (TYP.) 38 3/4'4 MAX. 49 t � t ` 10 Ef , E�E� O 1 E D ; X SEE NOTE 4 O OR XO 38 3/4' MAX. 33 5/8° MAX DLO (TYP.) 38 3/4'4 MAX. SEE NOTE 4 95 3/4° MAX. (TYP.) 84 3/8° MAX. DLO (TYP.) A— X ., xx NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. G �—' G SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 'X' = DOOR WIDTH - 1215118° DLO WIDTH 70(' = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8° 3. SIDE LITES OVERLAP 'X' AND 70(' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 7(O', 'OX','OXO' 7000', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) MC' DOOR = DOOR WIDTH/2 - 4.079) A n3Hyhci: b. d;le #with the , I - t, :41.0709 - fi6P,F Rodger FC 0707 Ratekva 0 CORRECT VER7(c4L DLOANDFORMULAS F.K ffi14/07 Rovisforro A ADD DLO FORNZOABFOR DOOR ARDSIDEWE ADD DOOR DLO DIM ISEN7IFY DE1DBOLTAND SPECIFY %AOT. NOW INAOT. Dor F.K �aa J.J. X1107 [ 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BQX 1520 NOKOMIS, FL 34274 E! Visibly Better ELEVATIONS CON ALUM. FRENCH DOOR & SIDE UTES, IMPACT a.rerlibAr8 FD101 NTS gam 3 s 10 11005 -1 Roc B `v //6/ Robert L. Clerk, P.E. PE 030712 Structural (T`/ I lE O 1 E D / , i �I E \ XACT. ME / E X /NACT. ).n SEE NOTE 4 95 3/4° MAX. (TYP.) 84 3/8° MAX. DLO (TYP.) A— X ., xx NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. G �—' G SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 'X' = DOOR WIDTH - 1215118° DLO WIDTH 70(' = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8° 3. SIDE LITES OVERLAP 'X' AND 70(' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 7(O', 'OX','OXO' 7000', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) MC' DOOR = DOOR WIDTH/2 - 4.079) A n3Hyhci: b. d;le #with the , I - t, :41.0709 - fi6P,F Rodger FC 0707 Ratekva 0 CORRECT VER7(c4L DLOANDFORMULAS F.K ffi14/07 Rovisforro A ADD DLO FORNZOABFOR DOOR ARDSIDEWE ADD DOOR DLO DIM ISEN7IFY DE1DBOLTAND SPECIFY %AOT. NOW INAOT. Dor F.K �aa J.J. X1107 [ 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BQX 1520 NOKOMIS, FL 34274 E! Visibly Better ELEVATIONS CON ALUM. FRENCH DOOR & SIDE UTES, IMPACT a.rerlibAr8 FD101 NTS gam 3 s 10 11005 -1 Roc B `v //6/ Robert L. Clerk, P.E. PE 030712 Structural EXTERIOR MAX. DLO INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL EXTERIOR MAX. DLO ELL INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL SLVIEWG -G CORNER ASSEMBLY Approved as complying with the Florida Boutin Code Date bt7lj 2007 NOA3 aq-p4 P�.. /0 Miami Dade Product Control Fx Oar 911807 a NO CHANGE MR3SHEET. Amac9x AK Vow R A SHOW DOUBLE HOLLOW HEAD VEOT,ONATCORHH2A8SEMaY ,mwnl1F FJG n.aaaer. JJ. x/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34778 P.O. BOX 1829 NOKOMIS, FL 34274 PST 'Vwibfy Berra. EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT fArkeAMA FD101 1/2x AAA 4 a 10 11005-1 RAT B (Id 7�U el 41 MAX.'XX' WIDTH MAX DLO IOC SECT. C-C HORIZ. DLO MAX. 'X WIDTH DLO MAX. SL WIDTH L_. 1 SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) DLO `/ SEE TABLES 1 AND 2 AND 22 NOTES ON SHEETS 1 & 2 602 SL SECT. E -E FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) re -MAX. SL WIDTH -+I INTERIOR EXTERIOR DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the SOSOa BoW1ng_ Cali Date e. ! NOAO Miami Dade Prodaet oatrul/ D7tsLwS �.CLAse(C Rem r Br hems Dabs 8807 Dihr 8114107 _ 222/07 AmitIonic B wddam A OrtludBF J.J. NO dfANOE7Mf8MEET. ADD 'DOOR VII ODE LIT E TOSECTION EEa IONGLE 81DEUTE.TO8E47. FF 821/07 1020 7ECHNOLOOYDRAM NOKOABB, FL 94278 P.O. BQX 1629 NOKOMIS, FL 3Q74 PGT VLtiMy Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES1 IMPACT Btlr ta& FD101 1/2x Molt 5 a 10 11005 -1 JJ q t Robert L J lark, PE PE 039712 Structural ii__ a� `i L 1 4 DLO `/ SEE TABLES 1 AND 2 AND 22 NOTES ON SHEETS 1 & 2 602 SL SECT. E -E FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) re -MAX. SL WIDTH -+I INTERIOR EXTERIOR DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the SOSOa BoW1ng_ Cali Date e. ! NOAO Miami Dade Prodaet oatrul/ D7tsLwS �.CLAse(C Rem r Br hems Dabs 8807 Dihr 8114107 _ 222/07 AmitIonic B wddam A OrtludBF J.J. NO dfANOE7Mf8MEET. ADD 'DOOR VII ODE LIT E TOSECTION EEa IONGLE 81DEUTE.TO8E47. FF 821/07 1020 7ECHNOLOOYDRAM NOKOABB, FL 94278 P.O. BQX 1629 NOKOMIS, FL 3Q74 PGT VLtiMy Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES1 IMPACT Btlr ta& FD101 1/2x Molt 5 a 10 11005 -1 JJ q t Robert L J lark, PE PE 039712 Structural ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 920D 6920D SIDELITE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 62 916B 60381 SIDELTTE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 66 934A 61641M SIDEUTE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTIING BLOCK, 3/32° X 1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/18" X 1/2" X 1° W /PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 871870 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 988 6988 BEAD, 3/8" 13 11004A 811004M OUTSWING THRESHOLD CHANNEL COVER 92 986 64986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 95 GLASS, 3/8° LAMI - 1/8" A .90 PVB, 3/16" HS 20 915D 60380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 21 1010 60300 WSTP.,Q -LON .190 X .375 HIGH 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/18" HS 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 -T5 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 102 11006A 141108A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT I .504 - j 1 n .360 .055-►{ -._-f- OUTSWING THRESHOLD 3 O CHANNEL COVER 6063-76 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAC. 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 80378M TRUSS CLAMP 35 1130 6TRODA 5/16.18 THREADED ROD 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) with the Approved as ng Code Florida Buulin Cato Date a 39 997 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 78X12FPAW #8 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL ( ) 44 983B 6983 6984 DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 OUTSWING (OUTSWING) NOAO 45 984B Miami Dade Product Control uwpion 80200K WSTP.,Q-LON .190 X.200 HIGH 2.750 -.1 46 1213 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 1.000 uy `r'-` 47 929 48 1139 7634F #8 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 6R180FS RUBBER SLEEVE II 650- �y I� •125 22 TUBE MULL 6083 -75 50 y f 7 j`,( / t -` el 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X .750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS Mendel Ods rmo TECHNOLOGY NORO'� A P.O. BOX 1629 N0KOMIB, FL 34274 lir �_ PARTS LIST ,m ALUM. FRENCH DOOR & SIDE LITES, IMPACT Rr.meF Fx W: aPtav7 a enaurnaaBr Do 115 L park, P.E. Arad* Fx pax slam xev60or A tYSOFmbx .1.1 ADD rrmros DEAD eara�rwacrtvBPwer oar= 'Iwo. try 6,21/07 I t L jbjy Batter serFDIOf Fn1B1 mss 1/2X sere 6 0 10 turrets" 11005 -1 as B E lY49712 Structural Ps= BP C FJC osr 277/07 4.626 4.000 1.400 1.750 - 1.750- ri.7501 {_1.7501 DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 3.655 4.726 4.100 31 1 .550 .050 -.0-114- FILLER HEAD ADAPTER 6063 -T6 3.000-01 J 1.479 J 3.000 -- i 11 OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063 -11 1 1.500 5I i I x.1261 .750 TRUSS CLAMP 6063 -T5 4.726 4.100 4.675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063 -T5 +--1 1 -0-.556 .050 .683 318. GLAZING BEAD 6063 -T5 j- 3.100 -• I 4.675 4.726 4.100 0 DOOR PANEL 45 EXTERIOR ASTRAGAL 8063 -T5 +-•l x.525 .050 .683 r 72 7118° GLAZING BEAD 6063 -T5 6.085 60 SL HEADER 6063 -T6 61 SL SILL 6083 -T6 1+- 1.480 -+� 20 DOOR FRAME, JAMB 6063-T6 .890 1.578 62 .050 3.000 SL JAMB 8063 -T6 .830 2.980 .050 SL JAMB 66 ADAPTER 6063 -T6 3T WEATHER STRIP CHANNEL 6063 -T5 HINGE 8063 -T5 0.375 .125 Approved as complying with the Florida Bualing Cote Dale pc-7 1If'70,7 NOM* A•7-64 7 Miami Dade Product Control Byls�i�� 1. { Lt4rtate BF oats R.me= R Stan FJC babe w1&07 Raid= NO CHANGE TNISSIME7. Road Be FJC Ate RedamR ADD DOOR 701113129 11 MASSBEDDB470I7 1530, 31.44.46662 Dam Br FJC Dew Carotee5r. J.J. 821/07 1070 7ECHN OGYDRIVE NO1IOWS. FL 34275 P.O. BQX 1529 NOICOMIS, FL 34274 Pi GT Vi ibly Better EXTRUSION PROFILES nee ALUM. FRENCH DOOR & SIDE LITES, IMPACT aarrtoe,s FD101 1%x Mr* d10 OW*OM. 11005-1 Raz B '.I1 d Clank /,, P.E PE 039712 Structural • HEAD �} ZONE "C" JAMB ZONE "A" JAMB ZONE "A" z N • SILL -----1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD ZO t_ZONEF"��2t JAMB ZONE B" HEAD I ZONE "D "ZONED" I XX , JAMB ZONE W ox0 w z N I__ ZONE LD "� ZONE 'D "� SEE TABLE 4., SHT. 9 0 m HEAD ZONE "E" I O JAMB ZONE "B" HEAD HEAD _1 ZONE °D °ZONE E" I JAMB ZONE 'A' <XOOR OX w 0 gm PLUS; EXAMPLE ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. T- ZONE SILL SILL "E° t 1 ZONE"D" 1 ZONE E "' HEAD y� SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD I ZONE "D "�ZONED'F °� � � �, ZONE F"�ZONE°F°� � � B. 71 3/4° x 83 3/4° XX DOOR ZONE °F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL SILL SILL SILL SILL SILL I I $ILL SILL SILL SILL I �ZONE�ZONE "F°�ZONE� ZONE "D" I ZONE"F"�ZONE —} 1 ZONE�ZONE "F �ZONE°F°�ZONE —} SEE TABLE 7., SHT. 9 "Ea SEE TABLE 7., SHT. 9 °� "Ea SEE TABLE 7. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 314"W 'XX' DOOR WITH 19°W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE LITES: 6° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approved as clout, whit the Florida Bunting Oulu Dote OCT' lei ZOO7 NOM 07 .46 2f. !/.t Miami Dade Product Control n� l By ari {.[ J�r1N�4� Rend BF Mao Ralgoas Re adax FJC Das WNW florists= NOOIANBETHM SNEE7. FJC OMIT er FJG Dade 2/2V07 tlaalatl5p J.J. CHANGE XV OR OX'ANCHOR ZONE FROM C TO V. ADDANCHORTYPES 70 SOUJOCIAL Oda 621/07 1070 TECNAiOLOOYDRIVE NOXOMIS, A. 34275 AQ BOX 1529 NOKOASS F.34274 Ytsi* Better ANCHORAGE, CONFIGURATIONS 7tC ALUM. FRENCH DOOR & SIDE LITES IMPACT farbelladet Bair NTS Shwa 8 e 10 teNrate 11005 -1 IMM B L Cled(, P.E. PE 538712 SWatutal 1 / [ \ a.. .. Ax \ • } JAMB ZONE B" AMB ZONE' (XXOOROXX> ( < ) / \\ , / , 1 B. 71 3/4° x 83 3/4° XX DOOR ZONE °F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL SILL SILL SILL SILL SILL I I $ILL SILL SILL SILL I �ZONE�ZONE "F°�ZONE� ZONE "D" I ZONE"F"�ZONE —} 1 ZONE�ZONE "F �ZONE°F°�ZONE —} SEE TABLE 7., SHT. 9 "Ea SEE TABLE 7., SHT. 9 °� "Ea SEE TABLE 7. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 314"W 'XX' DOOR WITH 19°W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE LITES: 6° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approved as clout, whit the Florida Bunting Oulu Dote OCT' lei ZOO7 NOM 07 .46 2f. !/.t Miami Dade Product Control n� l By ari {.[ J�r1N�4� Rend BF Mao Ralgoas Re adax FJC Das WNW florists= NOOIANBETHM SNEE7. FJC OMIT er FJG Dade 2/2V07 tlaalatl5p J.J. CHANGE XV OR OX'ANCHOR ZONE FROM C TO V. ADDANCHORTYPES 70 SOUJOCIAL Oda 621/07 1070 TECNAiOLOOYDRIVE NOXOMIS, A. 34275 AQ BOX 1529 NOKOASS F.34274 Ytsi* Better ANCHORAGE, CONFIGURATIONS 7tC ALUM. FRENCH DOOR & SIDE LITES IMPACT farbelladet Bair NTS Shwa 8 e 10 teNrate 11005 -1 IMM B L Cled(, P.E. PE 538712 SWatutal X It ( ( r., r MM 1 / , 0)0(0 a.. .. Ax \ • •• x , } JAMB ZONE B° - } -JAMB 2 ( < ) \\ , / ., V B. 71 3/4° x 83 3/4° XX DOOR ZONE °F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL SILL SILL SILL SILL SILL I I $ILL SILL SILL SILL I �ZONE�ZONE "F°�ZONE� ZONE "D" I ZONE"F"�ZONE —} 1 ZONE�ZONE "F �ZONE°F°�ZONE —} SEE TABLE 7., SHT. 9 "Ea SEE TABLE 7., SHT. 9 °� "Ea SEE TABLE 7. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 314"W 'XX' DOOR WITH 19°W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE LITES: 6° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approved as clout, whit the Florida Bunting Oulu Dote OCT' lei ZOO7 NOM 07 .46 2f. !/.t Miami Dade Product Control n� l By ari {.[ J�r1N�4� Rend BF Mao Ralgoas Re adax FJC Das WNW florists= NOOIANBETHM SNEE7. FJC OMIT er FJG Dade 2/2V07 tlaalatl5p J.J. CHANGE XV OR OX'ANCHOR ZONE FROM C TO V. ADDANCHORTYPES 70 SOUJOCIAL Oda 621/07 1070 TECNAiOLOOYDRIVE NOXOMIS, A. 34275 AQ BOX 1529 NOKOASS F.34274 Ytsi* Better ANCHORAGE, CONFIGURATIONS 7tC ALUM. FRENCH DOOR & SIDE LITES IMPACT farbelladet Bair NTS Shwa 8 e 10 teNrate 11005 -1 IMM B L Cled(, P.E. PE 538712 SWatutal TABLE 3. X DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 6.0 SIDE LITE TABLE 6. XO & OX TABLE 7.0X0, XXO, OXX & OXXO APPROVED ANCHOR TYPES: 1.1/4° ELCO TAPCONS 2. 114° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D GLASS TYPES ANCHOR TYPE & SLIBSTRAIE A, B, C, D GLASS TYPES ANCHOR TYPE & SUBSTRATE A B, C, D GLASS TYPES ANCHOR TYPE 8 SUBSTRATE A, 6, C, D GLASS TYPES ANCHOR -APE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC 2,3 WOOD 1,2, CONC ,3, ,, 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X' - 25.50 TO 37.50 m 1 x x iL m ~ pt.p.� x d IOC - 47.75 TO 71.75 I- _ u� ~ y gwg x 2r °O° - 10.76 TO 36.75 m 1 O W O 1. m O °X° - 25.60 TO 37.50 Cu Sn - m p o h In¢ m '1 1 x x 6 rn < 3 ff., x x %C - 25.50 TO 37.60 WO - 47.75 TO 71.75° an O to E. a go- O 6 x WIDTH x Hi. WIDTH x HT. WIDTH x HT. ID WIDTH x Hf. WD1H x HT: 25.50 x 79.75 83.75 87.75 91.75 95.75 5 2 7 4 2 3 47.75 x 79.75 83.75 87.75 91.75 95.76 4 3 8 4 2 3 10.75 x 79.75 83.76 87.75 91.75 95.75 4 1 4 1 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 7.27 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.76 83.76 87.76 91.75 95.75 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 6 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 27.60 x 79.75 83.76 87.75 91.75 95.75 5 2 7 4 2 3 51.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 12.75 x 79.75 83.75 87.75 91.75 95.76 4 2 4 2 12.75 x 79.75 83.76 87.75 91.75 95.76 4 2 4 2 4 2 4 2 4 2 12.75 x 79.75 83.75 87.75 91.75 95.75, 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 2 5 2 6 2 7 7 4 2 4 2 3 5 5 4 7 4 2 3 4 4 2 2 4 4 2' 2 4 4 2 2 4 2 6 4 7 4 2 3 4 2 6 2 7 4 2 5 8 4 7 4 3 5 4 2 4 2 4 2 4 2 29.50 x 79.75 83.75 87.75 91.75 96.75 5 2 8 4 2 3 65.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 19.00 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75_1_4 95.76 4 3 4 3 4 3 3 4 3 19.00 x 79.75 83.75 87.75 91.75 95.75 4 4 3 3 q 2 5 2 8 4 2 3 5 4 7 4 2 3' 4 2 4 2 6 2 8 4 2 5 5 4 7 4 2 3 4 2 4 2 4 3 4 4 2 2 6 2 8 4 2 5 6 4 7 4 3 5 4 2 4 2 4 3 6 2 8 4 2 5 6 4 8 4 3 5 4 2 4 2 4 3 4 2 31.60 x 79.75 83.75 87.75 91.75 95.76 5 2 8 4 2 3 59.75 x 79.76 83.75 87.75 91.76 95.75 5 6 8 4 2 3 21.75 x 79.76 83.75 87.76 91.76 95.76 4 2 4 2 21.75 x 79.75 83.75 87.75 91.76 95.75 4 3 4 3 4 3 6 3 5 3 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 2 6 2 8 4 2 5 5 5 8 4 2 3 4 2 4 2 4 3 4 2 6 2 8 4 2 5 6 6 8 4 3 5 4 2 4 2 4 3 4 2 6 2 8 4 2 5 8 5 8 4 3 5 5 2 4 2 5 3 4 2 Approved as complying kith the FROHda Bmdip Code Da 6,-T I P7 70o7 NOAe i77- nG2f.4q haunt Belle Prodeet Control BBY InSIt4 1. L1,q 7 2 10 4 2 6 6 5 8 4 3 5 5 2 4 2 5 3 4 2 33.50 x 79.75 83.75 87.75 91.76 95.75 6 3 8 4 3 3 83.75 x 79.75 83.75 87.75 91.75 95.75 5 6 8 4 2 3 27.75 x 79.75 83.76 87.75 91.75 95.76 5 2 4 2 27.75 x 79.75 83.76 87.76 91.75 95.75 6 3 5 3 6 3 8 3 6 3 27.75 x 79.76 83.75 87.75 91.7511 95.75 5 3 4 2 6 3 8 4 3 5 6 5 8 4 3 5 5 2 4 2 5 3 4 2 6 3 8 4 3 5 6 5 8 4 3 5 6 2 4 2 5 3 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 4 3 7 3 10 4 3 5 7 6 10 4 3 5 6 2 4 2 6 3 4 3 35.50 x 79.75 83.75 87.75 9t75 95.75 6 3 8 4 3 5 67.75 x 79.75 83.75 87.75 91.75 95.76 8 5 8 4 3 5' 36.13 x 79.76 83.75 87.75 91.75 95.76 6 3 4 3 36.13 x 79.76 83.75 87.75 91.76 95.76 6 4 6 4 7 5 7 5 7 5 38.13 x 79.76 83.76 87.76 91.76 95.76 6 4 4 3 6 3 8 4 3 5 6 5 8 4 3 6 6 3 4 3 6 4 4 3 H .1,_. / 6 3 8 4 3 5 6 5 8 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 6 7 6 10 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 7 5 4 3 /i n fr ( L�&!!! • 37.50 x 79.75 83.75 87.75 91.75 95.75 6 3 8 4 3 6 71.76 x 79.76 83.75 87.75 91.75 95.76 6 5 8 4 3 5 C" 36.76 x 79.76 83.76 87.75 91.75 96.76 6 3 4 3 38.75 x 79.75 83.76 87.76 91.76 6 4 8 4 7 5 7 5 36.75 x 79.75 83.75 87.75 91.75 6 4 4 3 6 3 8 4 3 5 6 5 9 4 3 6 3 4 3 6 4 4 3 7 3 10 4 3 6 8 5 9 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 3 fi 7 3 4 3 96.76 7 6 95.75 7 5 4 3 RIME* Oar 1070 IEG NOLOOYORn� NONOMI8, FL 94278 P.O. SQX 1628 NOKOMIS, FL 34274 - Derawkra ANCHOR QUANTITY LOAD ZONE TABLES j 1 1)// Robe LCIarl4 P.E. 039712 Structural , ,* FJC &19.�D7 8 NO CHANGE THIS Ef1�7 ALUM. FRENCHD00R&SIDELITES,IMPACT "'der FJC lomeneA FJG 811487 Detx 2/2787 r A MOW* J.J. ACD%LSOUSEVWT R8TOTABLE4.7 CHANOETAeLE8,1is1DZCWE C TO Tr AND CDLUMNREF!# ADD 4i8'TOANONOR TYPE 3. Oft 1 8/21/07 V/s * Better msexmaee P0101 sett NA Ghee 9 e 10 Drro+Ya 11005 -1 Rae B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 13/8 MIN. EXT. 1X WOOD BUCK NOTE 2 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 1/4° MAX. SHIM MIN. 3 /8 " WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 ExT. 1X WOOD BUCK NOTE 2 1 3/4" I-- MIN E.D. 1 3/41_1 MIN E.D. 1 • - 1 3/8" TYPE 1 1 3/4° 'TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8' TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4° TYPE 2 (CONC) 1/4" MAX. _.,..1 1 1/4" TYPE 1 OR 2 (CMU) SHIM • .. -T 1/4' MAX. SHIM 1/4' MAX. SHIM —..1 1 3/8' TYPE 1 (CONC) 1 3/4" MIN. ED. 1 3/8° MIN. 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4* MAX SHIM WOOD ANCHOR 'TYPE 2 OR 3, NOTE 1 1 3/8' TYPE 1 1 3/4° TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 IN jill M■111/111111111111. 111411/1111111111.■ .... '.• •'1 3/4" MIN. E.D. '--)1 •....::::•:, _s_ 1.51(81 MIN. CMU OR 2X WOOD NOTE 2 3.4 KSI MIN. CONC. BUCK, NO 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 in = NOTE 1 . • DOOR JAMB (WOOD) ANCHOR, NOTE 1 Mollit ...mi. 1 3/4" MIN. E.D. 1=10- WOOD ANCHOR, TYPE 2 OR 3, EXT- NOTE 1 DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT 1/4° MAX. SHIM 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 F1/4" MAX. 1 3/8° TYPE 1 1 3/4" TYPE 2 mIN. 3.4 KSI MIN. CONC. t DOOR SILL (CONC) SIDE LITE SILL (WOOD) 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. '• 1 3/4" MIN. E.D. 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM 1/4" MAX 2X WOOD BUCK, NOTE 2 1 3/8° MIN. 3.4 KSI MIN. CONC. SHIM .4 3/8' TYPE 1 3/4' TYPE 2 1-•••-- MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8' MIN. (TYPE 1) OR 1/4° 884 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, 05 (TYPE 3) OR ELCO 1/4° 884 CRETE-FLEX ANCHORS EMBEDDED 1 3/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved 138 S.11,11;.• ;.sg Sib the Florida guiding Coda Date NOM co 7 ( Miami Dade Product Control 14iviltal I . (IA Reess18, Mee Rem 100 FJC Rowel* FJC FJC Des 8118/07 Doc 8110/07 Daft 2/22107 Rovislorc 8 RoAskor A NO CHANGE 71.01380iEE-1: sEC TYPE 1 & 2 EASED 0 VON =Ala SPED TYPE 26 8 ON WOOD DETAILS. MOAK:10R TYPES TO NOTE 1. Cloaked* J.J. oravol 1070 TECHNOLOGY DRNE NOKOMIS, F134278 P.O. Box 1820 macaws, FL 34274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT BeisfirdC F0101 arele NTS Sant 10 vi 10 Desolectin 11005-1 I B 21/61 L. Clark, P.E. PE #39712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- .. No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, F.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved • 0 / 3/06, exp 5/22/08. dir E -2 Manuel P P.E. Product Contro finer NOA No. 1 : ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: • A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16"1.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 0 G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: 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. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 4 4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING By (2) ANCHORS. 3" APART AT MID -SPAN D " "a A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. x CONFIGURATIONS OPTIONS 0 0 x 4 x x x 0 0 0 x x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT I2EhlEIVEED Atellft,u; ae a4 ar. F.K. Mier 325413 4.4M": 8 ADD 13/10' I.G. 8 MOVE GLAZING DETAILS TO SHEET 2 &ma Br F.K. Ardtr 7/10/03 NO CHANGE THIS SHEET Rena By. Oem: eev""ne: F.K 823/05 0 Omen ar ADD 78'HT„ GLASS TYPES FAND G. REVISE ANCHORAGE. D. Chacksealr Data F.K. 12/17/02 1070 TEC,4NOLOGYDRIVE NOXOMIM, FL 34275 P . SOX 1529 NOXOM:S, FL 34274 V131b13 Better Dessegar NOTES AND TABLE OF CONTENTS Pc 1 ALUMINUM CASEMENT WINDOW, IMPACT srrvuoeee CA-740 NTS slue 1 m 13 Lmeyae 7045 -8 Rer D Luca" A Turner, P.E. PE 1158201 Mechanical A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 86 F- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5116" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Rem By, F.K Rormay F.K Rewaey F.K 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS -+- 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT f- STRENGTHENED GLASS .65° NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 171 MA= ii;:.;r:1=m- on X5/03 Dew 7/10103 Thumb. 9 Rewvonar REDRAW GLAZING DETAILS & ADD 13/16.1.G. NO CHANGE THIS SHEET 6/23105 Kevin r 0 ADD 13/1•LAMI 1.G. W /7 /161.AMI & CORRECT 5/16' LW, DETAIL Aat,8Y. Da4: checked ay 0als F.X. 03/15/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better GLAZING DETAILS Taw ALUMINUM CASEMENT WINDOW, IMPACT smrumwr CA.745 NTS S 2 " 13 bar, No. 7045 -8 Lucas k Turner, P.E. PE 948201 Mechanical CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID —SPAN ANCHOR DETAIL TYP. (2) SEE MID —SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7� 4" MAX. 4" MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT —] OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING /7`■ DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID —SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. f 4" MAX. 30" MAX. DAYLIGHT OPENING \ \ i / `. SEE MEETING RAlyDETAIL P (2) / / < / X \\ --} 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" MAX 4° MAX. 0 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 60° MAX. FIXED I— 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT FROl UCr ftrorzwen d9 conqudyi0v MEI the 1"s4" iefS 4 Cs :in 1 Rene By FK tiew 32503 Re�oru CHANGE SHEET NO. REFERENCES nos. F.K Dahl 7/10/03 Revisions. ADD HINGE LOCATION DETAILS Rene sr F.K 6/23/05 F.K. 12/17/02 Revisions: mama.? CHANGE MAX. HT. TO 76* AND MAX. DLO TO 69" Oster 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 528 NOKOM/S, FL 1 34274 VailFl geBerter X)(" & XOX" ELEVATIONS Wee ALUMINUM CASEMENT WINDOW, IMPACT a" CA -740 Soon ot NTS 1 3 m 13 u'—Re 7045 -8 D Z._ A Lucas A Turner. P.E. PE 558201 Mechanical / / < / X \\ / O `. X / \ 0 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 60° MAX. FIXED I— 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT FROl UCr ftrorzwen d9 conqudyi0v MEI the 1"s4" iefS 4 Cs :in 1 Rene By FK tiew 32503 Re�oru CHANGE SHEET NO. REFERENCES nos. F.K Dahl 7/10/03 Revisions. ADD HINGE LOCATION DETAILS Rene sr F.K 6/23/05 F.K. 12/17/02 Revisions: mama.? CHANGE MAX. HT. TO 76* AND MAX. DLO TO 69" Oster 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 528 NOKOM/S, FL 1 34274 VailFl geBerter X)(" & XOX" ELEVATIONS Wee ALUMINUM CASEMENT WINDOW, IMPACT a" CA -740 Soon ot NTS 1 3 m 13 u'—Re 7045 -8 D Z._ A Lucas A Turner. P.E. PE 558201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT.3 TYP. (2) HINGE HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13" MAX. O.C. -37" MAX. WIDTH 30" MAX. DAYLIGHT -- OPENING .L_ 4" MAX. I/ 4" MAX. !- ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 141/2" MAX. O.C. 97° MAX. WIDTH 30" MAX. DAYLIGHT -+- OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING L 4" MAX. 4" MAX. 1� ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 53" MAX. DAYLIGHT OPENING rT ■ , I- I 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. \` J �--- -- x--13" MAX. O.C. -L,1 1 14 1/2" MAX. O.C. VENT 4° MAX. HEAD & SILL ONLY 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 6, 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT PRODUCT RENEWED c"mplyia®wli6 the Ftaeld8 Eaidla8 C. de Aeeegucc.CJa E¢plr he Armes,: F.K 3/25/03 8 CHANGE SHEET NO. REFERENCES aparer F.K Orw: 6/23/05 ADD HINGE DETAIL 8 HINGE LOCATION NOTES Ford er F.K Do 7/10/03 Reviskns 0 CHANGE MAX HT. TO WAND MAX. DLO TO 6.5' ma..+ar F.K. mw 12/17/02 Meaketler F.K. a"w 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Vi 1ABAgeBermr "X", "0", "X0"& OX" ELEVATIONS 14 ALUMINUM CASEMENT WINDOW, IMPACT S.wuoe° CA-740 NTS sea 4 m 13 "'—"4 7045 -8 D f f/2 Vac- Lucas A Tumor. P.E. PE 958201 MechanIcai / 4 — 6, 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT PRODUCT RENEWED c"mplyia®wli6 the Ftaeld8 Eaidla8 C. de Aeeegucc.CJa E¢plr he Armes,: F.K 3/25/03 8 CHANGE SHEET NO. REFERENCES aparer F.K Orw: 6/23/05 ADD HINGE DETAIL 8 HINGE LOCATION NOTES Ford er F.K Do 7/10/03 Reviskns 0 CHANGE MAX HT. TO WAND MAX. DLO TO 6.5' ma..+ar F.K. mw 12/17/02 Meaketler F.K. a"w 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Vi 1ABAgeBermr "X", "0", "X0"& OX" ELEVATIONS 14 ALUMINUM CASEMENT WINDOW, IMPACT S.wuoe° CA-740 NTS sea 4 m 13 "'—"4 7045 -8 D f f/2 Vac- Lucas A Tumor. P.E. PE 958201 MechanIcai COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -WI 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 roma YRVism °" � rho Ftedde .►- Z 1 w tir..1FAA ..; Lv - .. . , • • , B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT RENEWED as emptying w Florida Wham Caik TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 0 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 ,. Dace !GV 01 -..LIN NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Lucas A. Turner, P.E. PE 958201 Mechanical FJCaF �x EIC 3/25/03 3/2 R B ADD GLASS TYPE E TO TABLES f 8 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1329 NOKOMIS, FL 34274 PRESSURES - X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT F.K. 7M0103 aorvmm: C NO CHANGE THIS SHEET . ampler F,K. ate, 0/23/05 D REVISE ANCHORS S ADD 76` HEIGHT OPTION maimsr. F.K. acre: 12/17/02 cnxxoesr Here. Visibly Bette. CA -Ian NTS 5 "' 13 Ofi6°"O 7045 -8 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 NEG POS 37 A -75.0 70.0 31 NEG POS 36 NEG POS 38 318 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 43 NEG POS -75.0 70.0 48 NEG POS -75.0 70.0 50 5/8 NEG POS -75.0 70.0 54 NEG POS 57 NEG POS 60 NEG POS 63 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 mom= apnea nr. • -112' 0 ;1rsar /. GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 A NOTES: Qo 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. PRODUCT eseno plyin$withthbRdme03$® %WI Coal Amptem Render oam Ken Rua I Op F.K. 6/23/05 REVISE ANCHORS 8 ADD TABLES 76' HEIGHT OPTION Oa." er F.K. 12/17/02 G"ei®eey 0: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 528 NOKOMIS. FL 1 34274 PGT Visibly Better Dosologos PRESSURES - XX CONF!G. WINDOWS Tm: ALUMINUM CASEMENT WINDOW, IMPACT Sariandola CA -740 NTS 6 a 13 7045 -8 Laces 5, Tourer, P.E. PE #59201 Mechanical • COMPARATIVE ANALYSIS TABLE 6. "0" & "11412 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 WIDTHS GLAZING OPTIONS: A. 5/16° LAMI (118 "A,.090,1 /8 "HS) B. 5/18" LAMI (118 "HS,.(390,1 /8 °HS) C. 7118" LAMI (3/16 "A,.090,3 /181HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE, 5118" LAMI -W/ 1/8"HS,.090,118 "HS) F.13116. LAMI (118 °A, AIR SPACE,7 /16" LAMI- W13/16 "A,.090,3/16 "HS) HEIGHT 28 31 36 38 3/8 43 48 50 5/8 54 57 80 63 72 "0" "XOX" NEC 36 72 A -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 3912 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 38.8 -36.5 36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42 84 A -75.0 70.0 -75.0 70.0 -82.4 82.4 -58.4 58.4 -63.3 63.3 -58.4 58.4 -53.4 53.4 -50.0 50.0 -48.9 -44.3 .41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 70.0 -55.01 55.0 -55.01 55.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 A -75.0 70.0 -90.0 70.0 -65.0 70.0 65.0 -90.0 -54.3 70.0 -90.0 54.3 -51.1 70.0 51.1 -90.0 -55.1 70.0 -90.0 55.1 -51.4 70.0 51.4 -88.2 -48.6 70.0 48.6 -81.8 -45.3 70.0 45.3 -76.9 -42.5 70.0 42.5 -72.4 -40.4 70.0 40.4 -38.4 69.2 38.4 -55.01 48 96 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -64.1 64.1 -55.01 55.0 5012 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 48.9 46.9 -43.5 43.5 -41.3 41.3 39.2 -37.1 37.1 B,E -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -75.7 70.0 -70.3 70.0 -68.8 83.5 -60.5 80.5 531/8 106 3/8 A -75.0 70.0 -68.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -48.1 46.1 -44.2 44.2 -42.2 422 -40.1 -38.0 38.0 -38.2 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -68.5 63.0 -60.0 60.0 -57.3 57.3 54 108 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 -59.1 59.1 -58.4 56.4 -52.131 52.8 5512 111 A -75.0 70.0 -57.1 57.1 B,E -75.0 70.0 -75.0 70.0 - 46.4 48.4 -43.3 -75.0 70.0' -75.0 43.3 -47.5 47.5 -43.9 43.99 -42.2 42.2 -40.8 40.8 -39.1 39.1 -372 37.2 -35.4 35.4 70.0 -75.0 70.0 -75.0 70A -75.0 70.0 -75.0 70.0 -75.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 84.3 70.0 -72.5 70.0 -68.4 68.4 -83.8 63.6 60.1 -57.5 57.5 -54.8 43.81 43.6 57 114 A -75.0 70.0 - 56.2 56.2 - 44.8 44.8 -42.1 42.1 -462 48.2 42.6 42.5 -412 41.2 -39.8 39.8 -38.5 38.5 -38.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 5812 117 A -74.2 70.0 - 55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 70.0 41.3 -68.7 68.7 -61.8 61.8 -58.7 58.7 -55.9 55.9 -40.2 40.2 -38.7 38.7 -37.6 37.6 38.1 -532, -34.2 53.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 68.4 -4521 45.2 42.81 42.6 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 80 120 A -72.9 70.0 - 63.4 53.4 -42.2 422 -39.7 39.7 -43.5 43.5 -40.4 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 69.0 40.4 70.0 -39.2 -75.0 64.9 392 70.0 -60.4 -37.6 -75.0 60.4 70.0 -73.3 57.3 36.7 70.0 -71.0 54.5 35.5 70.0 -51.6 -33.7 -67.4 51.6 33.7 67.4 -47.8147.8 -43.61 43.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 .42.8142.8 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, F11-46013 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 1 2 4 0 PRODUCT RENEWED as complying with tbenarldis &tiding Coda Amps= Igo Rawer bdx F.K. 3/25/03 Revaa Br FX. Re.+ea s: 8 ADD GLASS TYPE E TO TABLE S 7/10/03 Om: 6/23/0.5 RaNa9nat Pertrlmn: D I/O CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76'HT. OPTION Omn er 0mr F.K 12/17702 cneae,a Oma: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 FA GT PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better NTS 7 13 7045-8 Lucas A. Turner, P.E. PE 1058201 • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH °XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS X70.0 NEG POS NEG POS NEC POS NEG POS NEC POS NEC ' POS 37 55 1/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 87.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.9 - 60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.8 -52.8 52.8 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9-59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/18" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 3 X 1 3 0 1 3 X X 0 O X a INCTR VZSED TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 ° °A,AIR SPACE, 7 /16° LAMI-W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 0 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED as complying with the Flurh h 9e1NDE Cedtc Amptcesc ND 5000 Dal Km 4113, F.K R".mer F.K Render. P.K Dram er F.K. Darr 3/25/03 Dare: 7/10/03 Dm" 5/23/05 Date. 12/17/02 B ADD GLASS TYPE E TO TABLE 9 rl•e•dm C NO CHANGE THIS SHEET R D CHANGE ANCHORS AND ADD 75' HEIGHT OPTION a l.er am: 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA.740 NTS Shadt 8 13 7045 -8 C i (/%2. (47-r Lucas A. Turner, P.E. PE 055201 Mechanical al • COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "XO" or "OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5116" LAMI (1 /8 "A,.090,1 /8 "HS) S. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /18" LAMI -W/ 118 "HS,.090,1 /8 "HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7116" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 89.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 84.9 -60.6 60.6 -58.1 58.1 - 56.1 56.1 - 53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 - 55.0155.0 - 55.0155.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 - 58.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 -38.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 - 95.973 27 42.973 A -75.0 70.0 -60.5 80.5 -57.2 57.2 - 62.1 62.1 -55.2 55.2 -52.8 52.6 -49.1 49.1 - 482 482 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 83.1 - 55.0155.0 - 55.0155.0 -52.21 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 48.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.8 38.6 - 36.6 36.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -88.3 88.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 -50.91 50.9 - 47.7147.7 122 33.887 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44,0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 89.4 - 64.7 64.7 -61.0 61.0 - 58.4 58.4 - 55.7 55.7 - 52.1152.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 -48.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 - 51.5151.5 - 47.2147.2 - 44.0144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.8 42.6 - 48.7 46.7 -43.1 43.1 -41.8 41.6 -40.2 40.2 -38.7 38.7 - 36.9 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 - 56.5 56.5 -53.8 53.8 34.3 - 50.1150.1 - 45.8145.8 - 43.0143.0 130 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 - 36.2 38.2 - 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.8 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 - 60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 61.9 - 48.1148.1 - 43.9143.9 - 41.9141.9_ 130.378 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -46.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.8 -36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 88.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -69.1 69.1 -85.1 65.1 -60.5 80.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 60 A -72.9 70.0 -422 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 38.7 -35.5 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0_ -67.3 67.3 -63.3 63.3 -59.1 59.1 - 55.9 55.9 - 53.0 53.0 -50.0 50.0 - 46.3146.3 -42.81 42.8 -40.81 40.8 XO" & OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16.° LAMI (3/16"HS,.090,3/16"HS) ALL "XO" or "OX" SIZES UP TO 9ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND 7" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL-4608 GLAZING OPTIONS: D. 7/16° LAMI (3/16 °HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE, 7 /18" LAMI -W/ 3/161HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134° WIDE x 76° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO° or "OX° SIZES UP TO 97" WIDE x 76° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR Qo 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x 0 x UNEQUAL LITES x O UNEQUAL LITES 0 x UNEQUAL LITES P808tIC.^. REN14 3/:5/ as eaniTS L?, c /0L the Ffeegi / /i, ,4111P Pri63051 wls 13 Rend BY F.K. 3/25/03 ADD GLASS TYPE E TO TABLE 11 R".m9r F Oaks 7/10/03 NO CHANGE THIS SHEET F.K tare 6/23/05 O CHANGE ANCHORS AND ADD 76* HEIGHT OPTION 97 F.K. 12/17/02 tS ked By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PGT Visibly Better DescaWan PRESSURES- UNEQUAL. CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS sorer 9 m 13 noaex°. 7045 -8 z [Oz. /or Lucas A. Turner. P.E. PE 958201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX DAYLIGHT OPENING fREFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX WWW MAX. VENT DAYLIGHT OPENING I (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X OCD CD Reader EX am: 3/23/03 B ADD 13/18' LG. GLAZING BEAD ITEM Remaly FX. Deb 7/10/03 kaviskow C SHOW TOP HINGE Reader. F.K. Baru.": CHG SHT. NO. REF. AND ADD ITEM 89 Oma er F.K. CUM 12/17/02 Owked Or 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. O 1879 NOKOMIBS, X FL 34274 PST Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT emenaee CA -740 NTS ere 10 m 13 Orsadoo 7045 -8 D 1 (12f /or Lucas A. Turner, P.E. PE 958201 Mechanical FRAME ASSEMBLY TUBE MATT.: 606346 "X" FR/4ME JAMB kir #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 IPL-1- #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A Ti .376" �� 440" .095" I CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1 .434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. .438 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL• 6063 -T6 DWG# 7005A .062" NOM. L-2.784" 2.919" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A PRODUCT' REN£WE® se complying 4Yi1.� 10" TtiaaNN BatiliFaCe e` idm "4, • / /J'^ /l�/ ( D!a•: �o F.K. Dare 3/25/03 Ror7amm: 8 NO CHANGE THIS SHEET Renner: F.K Oar 7/10/03 NO CHANGE THIS SHEET Renear F.K. Gate 6/23/05 D ADD 11E11169 wanner F.K. 12/17/02 aa"xa48r Dam: 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI9, FL 34274 PG-1- Visibly Better "xmbwa EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sm�moac CA.740 NTS Meat 11 a 13 04.4.4. 7045 -8 Lucas A. i ane.% P.E. PE 958201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 112 "X 1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X 1 QUAD PH SMS 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 410-24 X .562 PHL PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & LH.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 98 -32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x12FP # 10 X .500 PH. PIE.. 30 5/16° LAMINATED (I /8A & I /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8HS & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3 /I6HS & 3/161 LS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6I63K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 7I2XIPPT #12 X 1" PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE. 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T-1{ANDLE KNOB 72 7018 7FIAHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FDCED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8`11S, AIR SPACE, 5 /16 °LAMI) 5/16° LAMI = (2) L1TES OF 1/8°HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"118, AIR SPACE, 7 /16°LAM1) 7/16° LAMI = 3/16A & 3/16118 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13/16° LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAM1) 7/16" LAMI= 3 /I6HS & 3/16118 GLASS WITH AN.090 INTERLAYER - SOLUTI& OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865° 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .050° — F- $ .865" 07/16° GLAZIBEAD MAIL: 6063 -T6 DWG# 7042 .040" 1.000" I U_t .423" —I ° �- 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993" 289" .040 " — INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 i —711.— .172" �RO�+'4vrse® 870° .050° 'a° ° T=-1 1— .569" By j /f.!+i71k +l ih 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 1.124° .125" ---- .062" .093" J 0 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 2.701' PRODUCT RENEWED as complying via tits FI9t6iB &iMb0 Coda Aceapte +Flo Ora Rana ey F.K Dam: 325/03 Ramiv". 8 ADD 13/18 LG. GLASS 8 GLAZING SEA) Rana ax F.K Dam: 7/10/03 NO CHANGE TH1S SHEET Ravin F.K. 8/23/05 Revisions: 0 ADD EQUIV. TO 17E1544, SILICONE AND ADD ITEMS 87, 88 AND 89 OM* By F.K. We: 12/17/02 CtRCway 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, F1. 34274 PGT PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Beater e°rmva". CA -740 NTS arrr 12 d 13 7045-8 f- ( /1.-1/GC Lucas A. 1Lmer. P.E. PE 068201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - j- ASEE NC'T,, 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 ASEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 r- 1 1/4" MIN. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- A SEE NOTE 2 A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK ' --I 1114" MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK --- 11 1/4" MIN. FIXED UNIT FRAME TO CONCRETE r A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 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. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. PRODUCT RENEWED es complying with the Flod8 . Balding Cods Aeseptseen No Doge 2,6 l/ Rwf4ar FJC Dare: 3/25/03 R"vimr" 8 NO CHANGE. THIS SHEET ar F.K. Rawer F.K. Ommsr F.K Deer 7/10/03 Dom: 6/23/05 Dare: 12/17/02 Rabble: RoNsiallk 0 C Checked at NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/16' TAPCONS & 014 SCREWS Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOWIS, FL 34274 PG- D.mpam• ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA-740 NTS West 13 a 13 7045 -8 fan D Lucas A. Turner, P.E. PE 658201 Mechanical BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315-2599 www.miamldade.srovibuflding 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 BNC - 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. BNC 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 "HR-710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this 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 renews and revises NOA No. 07 -0815.09 and consists of this page 1, evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P. E., M. S. 8//8/to it NOA No. 11 -0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets I through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06/29 /2011, signed and sealed by Robert L. Clark, 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 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on :1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) E -1 elmy A. Makar, P. E., M. S. BNC— Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -98/ 02 (Submitted under previous NOA No. 07- 0815.09) D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10 -092109 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Sallex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/2912011, signed and sealed by Robert L. Clark, P. E. 2. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) 3. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 07 -0815.09, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 m A. Makar, P. E. M. S. Y > E., BNC Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 618° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX4 EPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 6/16° LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 13: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 318" AIR SPACE AND 5/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1,13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 6/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16° LAMI I0: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16° LAMI 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L.13/16° LAMI 10: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX CZO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0226.06 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8, TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY QHURRICANE ZONE (HVHZ). D 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS. 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PAODUGCTTRUVLSED BWI with the Piodde Ample= 1.0410.02 Data "AIWA 80140 Wender: Oahe gertsteem IR. 812041 0 ADDED 1G CAP TO BE TEMPERED @ 43087 NOM AY/Wax FJC 4/15107 0 ADDFTL -5330 TONOTE87& 0110. NOTE 8TOCURRENTEMT. bee 70/17!08 as B WondeF FJC _ oreFJG 2118/08 B CHANGE TO AGM E 1300-02 OlsdmtlBf eem J.J. 9123108 1878 TECHNOLOGY DRIVE NOKOMIS, FL 349313 P.O. EQX 1829 . NOKOMIS, 8.34274 P.T Viably Better GENERAL NOTES mill.' UM HORIZONTAL ROLLER WINDOW, IMPACT eladestadet HR710 earn NTS 1 d 11 Dardogtdx 4127-10 I D 1/2" NOM. GLASS BITE i(60,61,62) 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18° LAMINATED 6/18" OR 318° AIR SPACE 118" OR 3118° ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI f 3 /18" ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER -�- �- 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 3/18" OR 1/4" AIR SPACE 1/8" or 3/18" ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI / FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCTRBVISED as complying with am Florida Balding coNo 1-06.3.02 1>acP kdGui -L+. /40 Ronda, J.R. Dabx 6120/11 Rams"= 0 ADDED 19 CAP TO BE TEMPERED +30FTNOTE. Rends, FJG esdat 4/15/07 NO CHANGE THIS SHEET Remo, RIC Ogle: 10/17108 Remy 8 NO CHANGE THIS SHEE7 Nmme, FJC x/08 Chemed*: 1010 TECHNOLOGY DRIVE NOKOMIS. FL -34276 P.O. BOX 1620 NOKOMI8, FL 34274 Wrb& Betiar GLAZING DETAILS TAW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aRr., HR710 Ekeiv Full drab 2 er11 aamrn,Ne. 4127 -10 D 0 obert CIar4, PE. PE 038712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) D 0 FOR INSTALLATION IN THE HVHZ ABOVE 3o FT GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -80.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3!8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,1 +60.0 -60.0 TO 86 7/16 "• D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 PRODUCT REVISED as complying whit Sus Florida No_li__'Q�i�O.Ci .... >.,,on Data I&LYsL /BG /4# s ' -" "/! 68" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -88.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XO)9, FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3116" HS, .090, 3/16" HS) G. 13/16" LAMI 10-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 6/16" LAMI - (1 /8"A, .090,1/8 1HS) 1 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) le//, C Zf �� P.E. PE ry2 Structural J.R. B/10/1! Dtm aos ADDED IO CAP TOBETEMPERED@ +SOFT NOTE. ID7O TECHNOLOGY DRIVE NaxoMAi FL 34278 NOK .OM KIX FL 274 P� =� ■*s DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rmme7, PA o.� 4N6l07 Apron= C ADD INTEGRAL F/NDP7uxd& UPDATE A37MEl3D2DPs aewaer Oft 9 REVISE TOA8TME4900A2 F.IG "" m�!Oo�/i�7�/�G�0 7/28/OB a7 DP TABLES y/13/08 Visibly Better HR710 6"' NTS I 3 d 11 QOa°"° 4127 -10 """ 0 B 27 3/8" rMAX, DLO --► VENT 64 5/16" MAX. DLO FIXED .-.___ V-- - Vita: t*� -. 4 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 6i DL FI LI DETAIL B - XOX (1/4- 1/2 -1/4) • B r- ..._— DLO VENT .-.___ V-- - 63" M FLAN FRAl1 AU CONF MAX. !➢n.i�3 &x,01 ikil!� , ! Ij A 66" MAX. DLO VENTS ALL 82" I.F. FRAME ALL CONFIG. A B ALL AL XED TES / 1 I / X C MAX. WIDTH I.F. 73" FRAME —.1 74" MAX. WIDTH FLANGE FRAME ' DETAIL A - OX OR XO 27 3/8" 273/8" MAX. DLO MAX. DLO VENT FIXED 86 7/16' MAX. WIDTH I.F. FRAME 88 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL = n I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) PR0DDCPREVMSED ea; oompiyIngwith the Florida ding Cade Zo Q2 Aowptann a �l % 041,... Dato /fo JRits 1 F.K FJG _ RK 2/28/06 �`0 N0 CHANGE SHOT este 3N17/08 0 UGoalaeq: NO 7HfB$HEET cmANI9/73/08 otte .G1 107O11OHNO1.00Y DRIVE NOKOM1S. 34238 P.O. SQX1820 NOKOMIS FL 84274 VWbb Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HAhlO I NTS 14 a 11 14"m°' 4127-10 I D 6, et/ Robert L. Clark, P.E PE N39712 Structural INTERIOR ko— MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO --- 1 MAX. VENT DLO MAX WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C-C (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR SILL HEAD PRODUCT REVISED as g compLyIno with Manua* SalIdto Coda Acceptance No t?gi Dato Rearlitt I Reviskoe J.R. 6/20/11 D NOCHANGETHISSHEET Wader oata wawa FJG 4/18!07 O ADD INTEGRA L FIN FRAM ITEM 41,42 AND 43 AND WEWS Aft dsker 1017/98 9w 8 i NOCHANGETHISSHEET Cramer lira Merlmetlr sine FJt 1/18/06 J.J 9/23/08 1070 TECHNOLOGY DRIVE 00K0008, R. 34278 P.O. BOX 1620 NOKOMIS. 0.34274 V41* Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Bededbist emet HR710 Hall I 5 a 11 c orkoNo 4127 -10 em D Robert 1.. Clink, PE. PE 830712 Structural ITEM DWG# REV DESCRIPTION MAUL PGT# 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CPI L FOAM PAD 7PAD1626 13 4002 A FLANGE FRAMEJAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILLJOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641100 17 4054 B FIXED MEETING RAIL 6063RD -TEAL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP,.250 X .270 BACK, FIN SEAL 616830 23 225-1 ROLLER HOUSING& GUIDE 42112HD ITEM DWG# REVI DESCRIPTION 1 MADE 1 PGDY 66 GLASS, 13/16° LAMI I0.1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 67 13/16" LAMI IG -1 /8 "A (MIN.), 3/8° AIR SPACE, 5/16° LAMI (1 /8 "A,.090 PVB, 1 /8°HS) 68 e 13/16° LAMI 101/8 "A (MIN.), 3/8" AIR SPACE, 5/16° LAMI (1 /8"HS, .090 PVB,1 /8"HS) 69 11 13/16° LAMI 10.3/16 °A (MIN.), 5116° AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 70 71 13/16" LAMI 10.3/16"A (MIN.), 5/16° AIR SPACE, 5/16° LAMI (1/8 "A, .090 PVB,1/8°HS) 13/16" LAMI IG3 /16 "A (MIN.), 5/16" AIR SPACE, 5/16° LAMI (1 /8 "HS,.090 PVB, 1/8"HS) 72 13/16" LAMI IG•l /8 "A (MIN.), 1/4" AIR SPACE, 7/16' LAMI (3/16"A,.090 PVB, 3 /16 "A) 73 74 75 76 13/16" LAMI IG•1 /8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16"HS) 13/16" LAMI1G•1 /8"A (MIN.), 1/4" AIR SPACE, 7/16" LAM1(3/16 "HS,.090 PVB, 3/1611S) 13/16" LAM1103116 °A (MIN.), 3/16' AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16°A) 13/16" LAMI K}3/16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 13/16" LAMI IG•3 /16 °A (MIN.), 3/16" AIR SPACE, 7/16° LAMI (3/16"HS, .090 PVB, 3/16 "HS) 90 1014 SCREEN FRAME(HOR & VER.) 3105 -HI4AL 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 SASH MEETING RAIL 6063HS -T6 AL 64006 33 1235 W STP,.170 X 270 BACK, FIN SEAL 675160 35 1096 SWEEP LATCH DIB -CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP,.250 X .270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 1.F. FRAME HEAD 6063-T6AL 64139 42 4140 1F. FRAME SILL 6063-T6 AL 64140 43 4141 1.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063-T5 AL 64039E 54 4044 B GLAZING BEAD -5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" IAMI (1/8" A, .090 PVB, 1/8" A) 61 11 5/16" LA MI (1/8" A, .090 PVB, 1/8" HS) 62 „ 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 7/16" IAMI (3/16" A, .090 PVB, 3/16" A) 64 11 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAM1 (3/16" HS, .090 PVB, 3/16" HS) 1 2.784 I.F. FRAME JAMB #4141, 6083-T6 -- 2.710 2.624_ 41 I.F. FRAME HEAD #4139, 8083 -T8 J 3.152 .F. FRAME SILL #4140, 8083 -T6 PRO17UCTRBVISBD es complying ahh the Pbiida Building Code pceptonwm ' ;' Or. SO. 02. Dato }.r1.11I DJ�p new J.R. fl20/11 R"kkcc D new* Rdada": FJG trweep FJC � 7 70/97 Max ?!28100 R c Robb= J.J. ADDED "OW TO GLASS TYPES ADD ITEMS 41, 42843 NO CHANGE THIS SHEET TOM I 1070 TECHNOLOGY DRIVE NOKOMIS, !7.34278 P.O. KIX 1828 NOXOM IS, FL 34274 1/tstb/y Better PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 101610k0g HR710 ft NTS I I B 91 � 4127-10 I D r Robert L. Cia,k. P.E PE 038712 Structural .062 1.3 u 2.710—+-1 O FLANGE FRAME HEAD #4102A, 8083-T8 —►iii --.082 .490 ll 1- 1.461 1 O SASH STOP #4026, 8083 -T6 .062 .349 SASH TOP & BOTTOM RAIL #4133, 8083-T6 .060 1.098-1-' i 54 GLAZING BEAb, 5/16" #40448,8083 -T6 (USED W/ GRILL KIT) .878 73 CI FLANGE FRAME SILL #4138.6063 -T8 .081 1.481 O HORIZ. ROLLER TRACK #4131, 8083 -T8 2.78 1.081 1- 32 SASH MTG. RAIL #4006D,8083HS -T8 1.187 II t Ip .8878 i 1.098 1 1 GLAZING BEAD 7/16" #4222A,6083 -T6 2 .738 SASH STOP COVER 3.980 #4063, 8083 -T6 O FRAME SILL ADAPTER #4137, 8083-T8 x+-1.403^►{ 17 FIXED MEETING RAIL 44064B,8063HD -T6 37 SASH SIDE RAIL #4126, 6083 -T6 .060 1.116T� 56 GLAZING BEAD, 7/18" #986C, 6083-T6 (USED W/ GRILL KIT) �- 2.784 — .1 1.383 • .082 13 FLANGE FRAME JAMB #4002A, 8063-TB 1.098 -{+—I 63 GLAZING BEACi, 5/16" #40398,6083 -T6 .878 .883� .060 —i r 1.097 59 GLAZING BEAD, 13/16" #4087, 6083-T6 PRODUCT opREVISED as 8u8din tyingwiith ass R*iida� i2.,. i I t4 rm,mBx JR riskr 8/20/11 D. NO CHANGE THIS MEET x FJ( ammey FJC vox 4/18107 10/17/88 2/28/08 RaMer B Checked Pp J.J. NO CHANGE THIS SHEET NO CHANGETHI$ SHEET Dee 9/x/08 1070 TEOHNOLOOY DRIVE NOKOMIS. FL 34276 PO. BQX 1629 NOKOMIB. FL 34274 PST Wst ly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HMO I half 7 a 11 I ��4127-10 I D 6/e.; Robert L. C{atk, P.E. PE 939712 Structural ANCHOR QUANTITIES, XOX (114. 112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 23, WOOD 2, CONC 1, CONC 2,3. WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD $ SILL Fa) m HEAD & SILL HEAD $ SILL g HEAD $ 30.L ' HEAD $ SILL m to g HEAD $SILL ' 2. GLASS TYPES: m D A. 5/16° LAMI - (1/8° A,.090,1/8" H) B. 6118° LAMI - (118° A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 53.125 x 38.376 48.000 60.826 54.000 80,000 63.000 1 +02 +1 +02+1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2+1 +102 +1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 C. 5/18" LAMI - (1/8" HS,.090,1/8° HS) 2 D. 7/18" LAMI - (3/16" A,.090, 3/18°A) 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +102 +1 +C2 +1 3 1+C2 +1 +C2+1 3 E. 7/18" LAMI - (3/16" A,.090, 3/18° HS) OR 3/8" SPACE, 5118" LAMI - (1!8" A,.090,1/8° A) OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) OR 3/8" SPACE, 5/18" LAMI - (1/8" HS,.090, 1/8" HS) OR 114° SPACE, 7/18" LAMI - (3/16" A,.090, 3/18" A) OR 1/4" SPACE, 7/16" LAMI - (3/16° A,.090, 3/18' HS) OR 1/4" SPACE, 7118° LAMI - (3/16"f-15,490, 3118° HS) TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. RAIL CENTERLINE. 1/2" MAX. O.C. 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +102 +1 +02+1 3 1 +02 +1+02+1 3 F. 13/1 ' LAMI - IG -1 8 OR 3/36" A (MI G. 13118° LAMI IG -1/8° OR 3/16" A (MIN. ), 6118° 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2+1 3 1 +02 +1 +02+1 3 1 +C2+1 +02+1 3 1 +02 +1 +C2+1 3 H. 13/16° LAMI 10 - 1/8' OR 3/16" A (MIN.), 5/18" 1 +102 +1 +CZ +1 3 1 +02 +1 +CZ +1 3 1 +101 +1 +102 +1 3 1+02+1 +02+1 3 1+C2+1+02+1 3 1 +102 +1+02+1 3 I. 13116" LAMI 10 -1/8" OR 3/16" A (MIN.), 5/18" J. 13/16" LAMI 10 - 1/8" OR 3/18" A (MIN.), 3/16" 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1 +02 +1 3 1 +02+1 +02+1 3 1 +103 +1 +103+1 3 K. 13/16° LAMI 10 - 1/8" OR 3/16" A (MIN.), 3/16° 60.000 x 38.376 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +2 +02+1 2 L 13/16" LAMI 10 - 1/8" OR 3118° A (MIN.), 3N8° 1 +C2 +1 +C2 +1 3 1 +102 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +102 +1 3 1 +02+2 +02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +2 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +2 +02+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING 1+02 +1 +02 +1 3 1 +102 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1 +03+2 +03+1 3 25 314° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +102 +1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1 +03+2 +03+1 3 TABLE 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+2+02+1 2 1 +02 +1 +02+1 2 1 +102 +2+02 +1 2 1 +02+2 +02+1 2 1 +02 +2+02+1 2 1 +102 +2 +02+1 2 X O X PER JAMB QUANTITY. CENTERED E A V) E VENT FIXED SECTION. AT HEAD AND SILL SPACING) 1 +02 +2 +02+1 1 +02 +2 +02+1 3 1 +02+1 +02+1 3 1 +102 +1 +02+1 3 1 +02+2+02 +1 3 1 +02 +2+02 +1 3 1 +02+2 +02+1 3 1 +02+2 +02 +1 3 1 +C2 +2+02 +1 3 1 +102 +2+02 +1 3 1 +02 +2 +02+1 3 1 +102 +2 +02+1 3 11 +p +11 3Imo-- ANCHOR QUANTITY 3 HEAD AND SILL ANCHOR 1 +02+2 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2+C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS AT E EA RAIL ANCHOR A AT EACH OPERABBLL T PLUS (4) ANCHORS AT (12) ANCHORS TOTAL (3° MIN. O.C. ANCHOR 1 +02 +2 +02+1 3 1 +02 +1 +102 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +102 +2 +02+1 3 1 +03 +2 +103 +1 3 1 +02 +2 +02+1 3 1 +102 +1 +02+1 3 1 +03+2+03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02+1 3 1 +03 +2 +03+1 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +02 +1 2 1 +02+2 +02 +1 2 1 +02+2+02 +1 2 1 +02+2 +02 +1 2 1 +02 +2 +02+1 2 1 +02 +3 +02 +1 2 1 +02 +2 +02+1 3 1+02+2+02 +1 3 1 +102 +2 +102 +1 3 1 +02+2 +02+1 3 1 +02 +2 +02 +1 3 1 +03 +3 +03+1 3 1 +02 +2 +102 +1 3 1 +C2 +2+C2 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +C2+2+C2+1 3 1 +C3+3 +C3+1 3 1 +02+2 +02 +1 1 +02 +2 +02 +1 3 1 +02+2+02 +1 3 1 +02+2+02 +1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 1 +02+2 +02+1 3 1 +02 +2 +02+1 3 1 +04 +3 +04 +1 3 1 +C4 +3+C4+1 3 3 25 3/4" max. -"-I I -"--3° MIN. tit PRODUCT oomp C REVISED I aVIc td6 diagCa B69 do A6cept6no>No II° 4:::410.1 ` "' " ""°Data 4.0 84 B .../ /i .� :,,1:7 r:∎y "9T,.. "' 1 X 1 t 1 1 1u O 1 X 1+02 +2 +02 +1 3 1 +02 +2 +102 +1 3 1 +03+2+03+1 3 1 +03+2 +03 +1 3 1 +02 +2+02 +1 3 1 +04+3 +04+1 3 9" 108.375x 38.375 48.000 50.626 64.000 80.000 63.000 1 +02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +102 +3+02 +1 2 1 +02+3+02 +1 2 1 +C2 +3 +C2 +1 2 1 +102 +4 +02+1 2 7~ • 1 +C2 +3+C2+1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +C2+3+C2+1 3 1 +03+4 +03+1 3 MTG. RAIL, TYP.- CLUSTER W/ QTY. OF (3) ANCHORS 1 +02 +3 +02 +1 3 1 +02+2 +02 +1 3 1 +03+3+03 +1 3 1+03+3 +03+1 3 1 +03+3+03+1 3 1 +C3+4 +03 +1 3 EXAMPLE 1 +03+3+03+1 3 1 +02+2+02 +1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+04 +4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03 +3 +03+1 3 1+02 +2+02+1 3 1 +04+3 +04 +1 3 1+04+3+04 +1 4 1 +03+3 +03+1 3 1 +04 +4+04+1 3 1 +03+3 +03+1 3 1 +02 +2+02+1 3 1+04 +3+04 +1 3 1 +104 +3 +04+1 4 1 +04+3+04 +1 3 1 +06+4 +08+1 3 263!4° 111,000x 38.375. 48.000 60.625 54.000 60.000 63.003 1 +102 +3 +02+1 2 1 +102 +2+02 +1 2 1 +02+3+02+1 2 1 +C2 +3+02+1 3 1 +03 +3+02+1 2 1 +02+4 +02+1 2 I 1r ' h--3" MIN. 1 +02 +3 +02+1 3 1 +02+2+02+1 3 1 +03+3+103+1 3 1 +03+3+03+1 3 1 +102 +3 +02+1 3 1 +03 +4+03 +1 1 3 9" REF. 1 1 11 1 1 1 1 1141 1 G�� G Zy l/ Robert L CIe k P.E. PE 030712 sweauet 1 +02 +3+02 +1 3 1 +02+2+C2 +1 3 1 +03 +3+03+1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +03+4003+1 3 7 X O X 1 +03+3+03 +1 3 1 +02+2+02 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +03+3+03+1 3 1 +04 +4 +04 +1 3 Ir 1 +03+3+03+1 3 1 +02+2+02 +1 3 1+04 +3 +04 +1 3 1 +104 +3+04 +1 4 1 +03+3+03+1 3 1 +C4+4 +C4 +1 3 MTG. RAIL, TYP. 1 +03+3+03 +1 3 1 +102 +2+02 +1 TEMPERED 3 1 +04+3 +104 +1 NOTE 3 1 +04 +3 +04+1 4 1 +C4 +3+104 +1 3 1 +06 +4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rood Bp JR. Wet 6120/11 �'D ADDEDIGCAPTOBE'TEMPEi✓ >� Deaafpfkat ANCHORAGE SPACING, XOX ( ?�4- ?!Z -1�4) erwuaen FJC „ 4/16/07 C UPDATETABLE4 ,SELECTVALUESDUETOANCHOROAP.ADJ. ,tnolEcHN01OCiYORNE NOKOMIS,FLMI5 P.O. Mt 1629 NOKOMIS, FL 34274 ,� ALUM HORIZONTAL ROLLER WINDOW, IMPACT 4m FJC OR= 13F FIG Dater 10/17118 Dater 2J2B/U8 aims B m"dmee,: J.J. REVISE ANCHORAGE FORMAT, MEAD& SILL CLUSTERS 0ms 8/2S/ 8 I VLstb(y Better sanmmnaa NRiio a°xm NTS seam 8 " 11 0",eax" 4127 -10 a. D • ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1 /4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (36) GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE,' 2 3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL 2 1 HEAD & SILL 2 HEAD & SILL -> 2 �a HEAD & SILL > 2 HEAD & SILL -+ 2 HEAD & SILL ° 2. GLASS TYPES: D A. 5/16° LAMI - (1/8"A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE I-IVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED, 48.000 x 38,375 48.000 50,625 54.000 60.000 63.000 1 +02+1 +C2 +1 2 1+02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 2 1 +02 +1+02+1 2 1 +02 +1 +02 +1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2 +1 3 D. 7/16" LAMI - (3/16" A,.000, 3/16"A) 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 F. 7/18 °LAMI- (3/16"HS0093/18 °"H} F. 7/18° LAMI - (3/16" H3,.090, 3118° HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +C2+1 3 1 +C2+1 +C2 +1 3 G.13/16" LAMI 113 - 1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/18" LAMI - (1/8" A,.090, 1/8"A) 1 +C2+1+C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 H. 13/16" LAMI 10.1/8° OR 3/16°A (MIN.), 5/16" OR 3/8" SPACE, 6/18" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16° LAMI IG 1/6" OR 3/16" A 5/16" OR 3/8° SPACE, 5/16° LAMI HS,.090, 1/8° HS) 1 +02+1+02 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C3+1+03+1 - (MIN.), - (1/8" 3 J. 13/16" LAMI. I0 - 1/8" OR 3116" A (MIN.), 3/16" OR 1/4° SPACE, 7/16" LAMI - (3116"A,.090, 3/16"A) 53.125 x 38.376 48.000 50.625 54.000 60.000 63.000 1 +02+1 +C2 +1 2 1 +02 +1+02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1+C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 K. 13/16" LAMI 10 -1/8° OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/18" A,.090, 3118" HS) 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 L 13/18" LAMI IG -1/8" OR 3116" A (MIN.), 3116" OR V4° SPACE, 7/16° LAMI - (3/18° HS,.090, 3116" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +( 2 +1 3 1 +02x1+02 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02 +1+02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +03+1 3 1 +C2 +1+02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +0+1 +03+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE CORNERS 60.000x 38.375 48.000 50.625 54.000 80.000 63.000, 1+C2 +1 +C2 +1 2 1 +02x1 +02+1 2 1 +0 2+1+02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 253/MAX. FROM JAMBS: 9° MAX. A FROM CORNERS AND 22 1/2" MAX. O.C. 1 +02+1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1+02+1 3 TABLE KEY: 1 +02 +1 +02+1 3 1 +02 +1+02+1 3 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 X O X 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 I1 +C3+1 +C3 +11 3 H---ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +03+1 3 68.000x 38.375 48.000 60.625 64.000 60.000 83400 1 +02 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1x02 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02x1 +C2 +1 2 O CLUSTER IU CENTERED ON EACH MEETING RAIL AIL P PLLUS (1) 1 +02 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1+02+1 3 1 +02x1 +C2 +1 3 ANCHOR AT EACH OPERABLE VENT 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +03+1 +03x1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03 +1 3 74.000x 38.376 4 &000 50.625 54.000 60.000 83.000 1 +02 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1+02 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 25 3/4° MAX. -.-I F•-3" MIN 1 +C2 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +02 +1+02 +1 3 1 +03 +1 +03+1 3 PRODUCT REVISED eg�nply�Sw1WS�FM& =tame ...11, 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 9° 1 141 y X 1 1 o 1 1 x 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 -� 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C3 +1 +03+1 3 1+03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03 +1 +03+1 3 MTG. - 84.000x 38.375 48.000 50;825 54.000 60.000 83.000 1 +02 +1 +02+1 2 1 +02+1+02 +1 2 1 +C2 +1 +02+1 2 1+02+1+02 +1 3 1 +02 +1+02+1 2 1 +02 +1+02 +1 2L EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS IN TABLE KEY ABOVE) 1 +02 +1+02+1 3 1 +02+1+02+1 3 1 +C2 +1+02+1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02+1 3 1 +03 +1 +03+1 3 No �v� O: ` "" ' ' _2. 4 &-1-iZ 1 +02 +1+02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 (SHOWN B 1. //. 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1+03 +1 +03+1 3 1 +03+1 +C3 +1 3 1 +02 +1 +02+1 3 1 +C3+1 +03+1 3 , .a....r. 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 4 1 +C3 +1+03 +1 3 1 +C3+1 +C3 +1 3 r I 253/4" MAX. 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +03 +1 +03+1 4 1 +03 +1 +03 +1 3 1 +04+1 +04 +1 4 -^ - ►I 1P .--3" MIN 11 1 1311 1 66.437 x 38.375 48.000 50,625 54.000 60.000 63,000 1 +02+1+02 +1 2 1 +02 +1+02 +1 2 1 +02 +1 +02 +1 2 1+02+1+02 +1 3 1 +02 +1 +02+1 2 1 +C2 +1 +02+1 2 1 1 /� cbert L. P,E, PE #397/2 Etruowtel 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +03x1 +C3 +1 3 9° REF. X O X 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 1+03+1 +03 +1 3 J / 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1+03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +02+1+02+1 3 1 +03+1 +03 +1 3 1 +03+1+03+1 4 1 +03 +1 +03 +1 3 1+04 +1 +C4 +1 4 MTG. RAIL, TYP. 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +03+1 3 1 +03+1 +03 +1 4 1+C3 +1 +C3+1 3 1 +04 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS By, J.R. O Rabb= meow= 1/3- 1/3 -1/3) MOM O ADDED 10 CAP TO BE TEMPERED @+SOFT NOTE 1070TEOHNOLOGYDRIVE NOKOMIS, nears P.o. eqx l� NOKOMl8, FL34274 _ �.- • Rama FJC nanm 4/16107 ww�mm C UPDATE TABLE S, SELECT VALUES DUE TO ANCHOR CAP. ADJ. _ANCHORAGESPACING,XOX rmw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RewCBn FJC armor FJC amain 10/7/08 Der 2'2a/08 ivuebnc B • J..L REVISE ANCHORAGEFORMAT, HEAD &SILL CLUSTERS Oafs I 3/23/06 1 Visibly Better HR710 I NTS 9 d 11 4127 --10 D • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE >I 2,3, WOOD 2, CONC GLASS TYPES A,B,G,H & SUBSTRATE GLASS TYPES C,D,E,F,I,J,K, L 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H y QQ = a,1 z of CO 2c J to m CI Xo 2 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38,375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 1 +63+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 60.000 x 38.375 48.000 50.625 64.000 60.000 63.000 1 +C2 +1 1 +02 +1 1 +03 +1 1 +C3 +1 1+C3 +1 1 +C3 +1 66.000 X 38.375 48.000 50.625 54.000 60.000 83.000 2 +C2+2 2 +02 +2 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 3 1 +02 +1 3 1 +03 +1 3 1 +02 +1 3 3 1 +02 +1 3 1 +03 +1 3 1 +03 +1 3 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 3 1 +C2 +1 3 2 +C3+2 3 1 +C2 +1 3 3 1 +02 +1 3 2 +03 +2 3 1 +03 +1 3 4 1 +02 +1 3 2 +03 +2 3 1 +03+1 4 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 4 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3+1 4 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 4 1 +C2 +1 3 2 +C3 +2 3 2+C2 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +03+2 4 1 +C2 +1 2 1 +C3 +1 1 +C2 +1 3 2 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C4 +1 3 1 +02 +1 2 2 +C2 +2 2 1 +C2 +1 3 2 +03 +2 3 1 +02 +1 3 2 +03 +2 3 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 3 2 +C4 +2 4 1 +03 +1 3 2+04+2 4 1 +C2 +1 2' 2 +C2 +2 1 +C2 +1 3 2 +C3 +2 3 3 2 +03 +2 4 1+02 +1 3 2 +63 +2 4 2 +03+2 4 1 +02 +1 3 2 +C3 +2 2 +03+2 3 4 2 +03+2 4 1 +03+1 3 2 +04 +2 4 2 +63+2 4 1 +03+1 3 2 +C4 +2 4 1 +03 +1 4 1 +03 +1 3 2 +04 +2 4 2 +63 +2 4 1 +03 +1 3 2 +04 +2 4 74.000 x 38.376 48.000 50.625 54.000 60.000 63.000 J.R. Am sr F.K ammo 8/20111 0 ADDED IG CAP TO BE TEMPERED 2 +02 +2 3 2 +02 +2 2 2 +02 +2 3 2 +02+2 3 2 +02 +2 2 2 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3+2 4 2+03 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +03 +2 4 2 +C2 +2 3 2 +C3+2 4 2+C3 +2 4 2 +C2 +2 3 2+C3 +2 2+03+2 4 2 +C3 +2 3 2 +04+2 4 2 +03 +2 4 2 +03 +2 3 2 +C4 +2 4 2 +C3 +2 4 1 +03+1 3 2+C4 +2 4 2 +C3+2 5 2 +C3 +2 3 2+C4 +2 4 2 +63 +2 4 1 +03+1 3 2 +64 +2 4 2 +04 +2 5 2 +03 +2 4 2+04 +2 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/18° LAMI - (1/8"A,.090, Ur A) B. 5/16" LAMI - (1/8' A,.090, 1/8° HS) C. 5/18" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/18° LAMI - (3/16° A,.090, 3/18" A) E. 7/18° LAMI - (3/18° A,.090, 3/18" HS) F. 7/16' LAMI - (3/18° HS,.090, 3/18° HS) G.13/18" LAMI 10 -1/8" OR 3/18° A (MIN.), 5/18" OR 3/8" SPACE, 5/18° LAMI - (1/8" A,.090, 1/8" A) H. 13/18" LAMI 10 - 1/8" OR 3/18° A (MIN.), 5118° OR 3/8" SPACE, 5/18" LAMI - (1/8" A,.090, 1/8" HS) I. 13/18° LAMI 10 -1/8" OR 3/18° A (MIN.), 5/18" OR 3/8' SPACE, 5/18" LAMI - (1/8° HS,.090, 1/8" HS) J. 13/18" LAMI 10 - 1/8" OR 3/18" A (MIN.), 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16° A,.090, 3/18' A) K. 13/16° LAMI IG - 1/8° OR 3/18" A (MIN.), 3/18" OR 1/4° SPACE, 7/18" LAM! - (3/16° A,.090, 3/18° HS) L. 13/18° LAMI 10 - 1/8° OR 3/18" A (MIN.), 3/18° OR 1/4" SPACE, 7/18" LAMI - (3118" HS,.090, 3/18" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4' MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O 1 2+03+2 13 (-•-- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) -18 3/4" MAX. ant L a 9° REF. x _` O MTG. RAIL - EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4" MAX. TYP _•..� I+-3°° MIN. MIN. . 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED a implying with tha Florida Building Cado Acoaptan oNo " P - . Data i 3E =3i Raid Ea 10H7/OB Dmme 4/15/07 Retsbar 18 +SOFT NOTE CHD.TABLE#TOe. &SELECT VALUES DUE TO ANCHOR CAP.ADJ �adDr aurae FJG REVISE ANCHORAGE FORMAT, HEAD a SOJ. CLUSTERS D,a®81a Date aaaasaaa: Dens F.K 2/28/00 J.J. SWIG B 1070TEC}WO4.00Y DRIVE NOKOMIS. F1.34278 P.O. BOX 1829 NOKOMIS, FL 84274 P dl ANCHORAGE SPACING, OX AND X0 WINDOWS -- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ' w jNTS� 0 d11 ��4127 -10 I D rt L. Clark, P.E. PE 039712 Structural MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 13/4" MIN. E.D. TYP. NOTES: 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO NOTE 3 1 318° TAPCONS EMBEDED 13/8° MIN. OR 1/4° 554 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 111411.1 1/4° MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4° MAX. SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM - CONCRETE ANCHOR, NOTE 1 1/4° MAX SHIM 1 114" MIN. (1.51(81 CMU) 1111 v OR PER NOTE 1 (3.4 KSI CONCRETE) 111 ••• 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED 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. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T6 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A S12E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 13/4° EXTERIOR INTERIOR •°• MIN. E.D (H & SILL DETAILS A, B. C, D, & H) TYP. 1/4" X SMAHIM • •• •NOTE1 I • 13/4° MIN. MIN. 3.4 KS r Ell TYR' CONCRETE 2x WOOD DETAIL C BUCK, NOTE 3 INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM • , 3 DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS • o DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS 0, H & 1. PRODBPIyI03 tb�e I Io ida 8A No r C�i" Data EJL::^� 201 �! / i, DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Ramer. Dew Ra.tram J.R. 8/20111 D NO CHANGE THIS SHEET Remex FJG east 4/15/07 Dee 10117/08 Readily: FJC rummer X08 C Rmnskas B �ntF F 1 Ma E tQoTaftE4M rr REVISE EDGE DIST., EMBEDMENT & SHT. REFERENCES J.J. 8/2368 1070 TECHNOLOGY DRIVE NOKOMIS, FL 80278 P.O. SOX 1628 NOKOMIS, PL 36274 Pd r ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT VVstbly Better HR710 Half Staab raft 11 ar 11 I 4127 -90 D Robert L CI9rk, P.E • PE 030712 • • Slruc4nal' a 0_ To: 305 (568972 A0: 51-3.3852. rE F aR1DA = - ' fi'- .40,4111RAC C AR - .. }0164: bell ° 10 _ U dd`r` the proittaione of o f :. j.ratdoa : -date tJO 3:1. 2-012 • NOV -18 -2011 22:42 From: •t` SST . • DISPLAY BY LAW . Siff • • 561444 -2 BUSINESS NAME! LOCATION ASTOR CONSTRUCTION LLC 4722 SW 74 AVE 33155 UNIN DADE COUNTY 1414 L>7OAL TA.8 aQ1a FIRST -CLASS *Ai!DA MExi N TV GATE OF FL U.S. PPOS AGE 1� 411iAIF�►Jt or MIAMI, FL :100011/1/Y0001 �M e ART. • A 10 PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 585567-2 STATE* CGC1506639 OWNER ASTOR CONSTRUCTION LLC Sea Type of Business WORKER /S 96 (ME RAL BUILDING CONTRACTOR 2 TIDSNESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY OR x LAWS OF 0O NOT FORWNARD COUNTY OR MEG NOR D OES IT EXEMPT THE MINT T• R ' OR LICENSE REQUIRED aT LAW. THIS IS NOT A CERTIRCATMUN OF 331 NFE 1 C10: 00 09/21/11 now � ~ NOTIFV SENDERRUOFINEW ADDRESS PATIENT RECEIVED 7330 SW 42ND ST INAID-DADE COUNTY TAX M *AMZ FL 33155 -4500 09/09/2011 09010173001 000075.00 SEE OTHER SIDE DC: 33135450630 *0 806- 02724 -21 -43 1111!hIIf)I1II I) Ihlhh lflrhflhllllllI,hut)h1hi1)1111) OP ID: AM `` °� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY17 02/01/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954 -731 -5566 W.F Roemer Insurance Agency 954 -731 -8438 William F. Dowd P.O. Box 190669 Fort Lauderdale, FL 33319 Jonathan F. Remes CONTACT PHONE FAX uuC. No. Ext): (A/C. Nor ADDRESS: CUSSTOO�ID>a:ASTOR -1 INSURERS) AFFORDING COVERAGE NAIC 5 INSURED Astor Construction, LLC Astor Windows and Doors LLC 7330 -7332 SW 42 Street Miami, FL 33155 INSURER A : Association Insurance Co. 11240 INSURER B : Mid - Continent Casualty Co 23418 INSURER C : 12/23/10 INSURER D : EACH OCCURRENCE INSURER E : R Mg O EoNccuErD re nce) INSURER F : REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. 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LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POUCY NUMBER (MM/UDDD/YYY) IMM/DD/YYYYI LIMITS B GENERAL X LABILITY COMMERCIAL GENERAL umnrrY X OCCUR 04GL000809131 12/23/10 12/23/11 EACH OCCURRENCE $ 1,000,000 R Mg O EoNccuErD re nce) 100,000 CLAIMS -MADE MED EXP (Any one person) $ EXCLUDED PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE OMIT 7 POLICY APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 LOC $ AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE OMIT (Ea acddent) $ BODILY INJURY (Per person) $ BODILY INJURY.(Peracddent) $ PROPERTY DAMAGE (Per acddent) $ $ $ UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ - $ A WORKERS COMPENSATION AD EMPLOYERS' LABILITY N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A WCV050046003 02/20/11 02/20/12 x WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 below E.L. DISEASE - POUCY UMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Village of Miami Shores 10050 NE 2 Ave. Miami Shores, FL 33138 MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .,` �Gl�. --- fv _ '"� ACORD 25 (2009/09) ©1988 -2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD