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WS-09-1799 The following pages were originally attached to plans with the following permit # i��S -n9q Inspection Worksheet Miami Shores Village, 10050 N.E. 2nd Avenue Miami Shores, FL CU Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 141471 Permit Number: WS -11 -09 -1799 Scheduled Inspection Date: May 06, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: SANCHEZ, CRISTINA Work Classification: Door Replacement Job Address: 102 NE 103 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060131780 Project: <NONE> Contractor: HOME OWNER Building Department Comments Garage Door. Owner not sure of cost because it was illegal done by previous owner. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 140985. Missingh anchors NB Cc-- Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 05, 2010 For Inspections please call: (305)762 -4949 Page 11 of 17 LX Miami Shores Village 10050 N.E. 2nd Avenue v � � 3 Miami Shores, FL 33138 -0000 ,v Phone: (305)795 -2204 £ Expiration: 0 102(201 Project Address Parcel Number Applicant 151 101 Street 1132060131950 Miami Shores, FL 33138- Block: Lot: SHARON HELD Owner Information Address Phone Cell SHARON HELD 151 N. E. 101 ST. MIAMI SHORES FL Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 VINTAGE WINDOWS CORPORATION (7 86)210 - 3830 Total Sq Feet: 420 Type of Work: WINDOWS & DOORS For Inspections please call: No of Openings: 18 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $9.00 WS -10-09 -36254 $ 322.00 $ 50.00 � Education Surcharge $3.00 - Permit Fee $280.00 WS $ 322.00 $ 322.00 $ 0.00 Permit Technology Fee $0.00 Check #: 1672 Scanning Fee $18.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $12.00 Total: $322.00 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 04, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 04, 2009 1 M iami Shores 'Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 3 5} 756.8972 INSPE (305) 762.4949 BUILDING 0 P ermit No. WS 1n - nq PERMIT APPLICATIIJ 1 02E �� �s� Master Permit No. Permit Type BUILDING ROOFING- - / Owner's Name (Fee Simple Titleholder). � 93 -8 2 1 • 5 �y' ®� I � Phone # 3 Owner's Address r ®` S 1 City- j t �'"" 1 S State Zip 3 f 3 Tenant/Ussee Name Phone # Email Job Address (where the work is being done) �? ri 10 ST City Miami Shores Village_ County _ Miami -Dade Zip 3 3 FOLIO / PARCEL # Is Building Historically Designated YES NO X Flood Zone -' Contractor'sCom an Name �) gale �,v+ Company � l�� ®. Phone # _ _7861 ° Z10 3 8 �0 Contractor's Address 3®(0 4542Atz Ay 6- �It C- ��,Fes i � L 111 City Q �I A b I es State 1 L Zip 3 1 G Qualifier Name ALEX 1 EP i,4 Phone # l 8(a Z l O 38-3 State Certificate or Registration No. SCC + 3I f 506Z(0 Certificate of Competency No. ' Contact Phone E ff-K CSTO C A%C. j A E -mail e- G)AIL6 A G 4 1 Ql ff W %A Lwa , d .5 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 11S7 0CC) Square ! Linear Footage Of Work: Type of Work: DAddition ElAlteration EINew Repair/R.eplace -p - ❑ Demolition Describe Work:, set �'^c. 22� w iN a2 Z `> ps' (EK tgz y91am -P�j?1_ Pit A-SO-1 .. Submittal Fee rJ'� $ V • Permit Fee $ C 0 CCF $ C Notary $ Training/Education Fee $ Technology Fee $ Scanning sZ D Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 02 See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage bender'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 RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after . the building permit 0 issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. J Signature Signature 4-err Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of QC_ , 201q, by Skamn Re-18 day of Met by Ale iL m , who i personal�to o has produced wh o, is pe ettally known to me or o has produced n and who, did take an oath. .w . dentification and who did take an oath. NOT p aza &fA NOT P C: Sign: Sign; . Print• — Print My Commission Expire pgggM CflOpER- QAAfiCIA My Commission 80I 0OO IA MY COMMISSION # DD 556285 t EXPIRES: July 14, 2010 '* M' COMMISSION # DD 556285 ftxbdTftN0UUyPUWWWWAM EXPIRES: July t4, 2010 , N ' 'BM ThMNO"Pt Underwriters 9a�trnk8r4e9r'k9ede9e�cdesk hde7FtlF�Fde �kAr4eieir9F�k�k4t�' rie9e�k�k '+krkikik9eiYiksP�t'k9: APPROVED BY � Plans Examiner Zoning Engineer Clerk.checked (Revised 07 /10 /07)(Revised 06/10/2009) This Instrument Prep ed By: C1 Nam t t V— Address �V Q. u es `a'�� +' - rs� 2 `y Permit No. NOTICE OF COMMENCEMENT Tax Folio No. STATE OF Xta6�? ` COUNTY OF tea- — C,M THE UNQERSIGNEOhereb y gives notice that improvement Will be made to certain real property, and in accordance with Chapter 713, Florida Statu(es, the following information is provided In this Notice of Commencement. e t. Qescription of property: (tegai description of property and street address if available) Cr 2. General description''of improvement: •.� r, t-- /'CE'�t^C� -�? P'��ol�'t 4". �?,�(�''?l3r G�Ps't�P,s¢ �C/ i.*► ®Lt�t�,�` # 3. Owner information a. Name and address: l� //jj /d /,S �17Px*s�i S F� �/• -3 r4 A =q ` ` C cartaro s b. Interest inproperrty: �gt,, �cri c. Name and address of fee simple titleholder (if other than owner): :M -0•., t`& 4. Contractor: r. ca a. Name and address: �'igfQ (,� /��yr✓S• �r .i�°fi /t�CPriar /�y.rr. ; �+ a°�� GP - . 4 jam •'�' `'" b. Phone number ' rt+4 313 f ray g f 3 Oa/p- 3 5. Surety a. Name and ac(dress: Cr- C�l or b. Amount of bond ' c. Phone number. , 0: iLLJ L3a 1X j 6. !..ender J iG: Lz LU <-r -X a. Name and address:. b. Phone number: 7. Persons within the State of FlorRfa designated by Owner upon whom notices or otber documents maybe served as provided by Section *713.13(1)(x)7., Florida Statute a. Name and addre s: b. Phone number: / Section a. in addition to himself, Owner des nags a f / o6ow bV perso(s) to receive a copy of the Llano r's Notice as provided in f f , 713.13 (t) (b), Florida Statuter a. Name and address: b. Phone number. = 9. Expiration date of notice commencement (ttta expiraffon date is Z year from the date of recor it19 unless a different date is WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AF'T'ER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713. FLORIDA STATUTES,: AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To YOUR 13, PROPERTY, NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 4 r COMMENCING WORD OR RECORDING YOUR NOTICE OF COMMENCEMENT. � �� y ' i A - Signature of ees Authorized Offlcer101rector � Partner /Man Signatory's TiBel 7 The foregoing i e t was acknowledged before me this day of tl'L __ - • S�1 fOYt (name of person) as (Year) by authority, ...e.g. officer, tntstee, attorney In fact) for {type of behalf of whom instrumientwas executed), (name of party on Sig re of N to Pu State of Florida FAyCYn11101 I ND6iiM Print, Type, or mp issioned Name of Notary Public Commission Numbs 31 Personally Kn or Produced Identification Vet'itication Pursuant to Sectlan 92.625 Florida Statutes Under penalties of penury, t declare that I have read the foregoing and• that the fasts stated In it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above _ i -Miami Shores Building D g artment - T- 'T Product Approval Schedule / Comp prison Chart Address: / 'l Ale /O/ S T ' Permit No. o is D on oMadow P"dadAmp Prodaat o 29!% Dubm Ro h 8 ■ Show ROQUIred HUMOa Wrod tat net or Poor or mum= minver Dy" � mn 1M/ "p o w o as a •b Ste{ ( .1 m t FQ� a 7x AN aax '37X 7461 �aq 9_717 I/ e . t i MIAM iia MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 _NOTICE OF ACCEPTANCE (NOA) www,maimdaadegov/lraildingegae_ PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated blow. 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 AEU 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 Oatswing Aluminum Casement Wmdow L.KL APPROVAL DOCUMENT: Drawing No 7045A titled "Aluminum Casement Wmdow, Impact", sheets 1 through 13 of 13, dated 12117/02 with revision "D" dated 06/23/05 prepareld 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 Xmile Impact Resistant LABELING: Each unit shall bar a permanent label with the manufactur ees now or logo, city, state and following statemert: " Miami -Dade County Product Control Approved", union 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. TERMinTATION of this NOA will occur after the expiration date or elf 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. ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this wire NOA shall be provided to the user by the manufact,. 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 Peres, 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, SUB A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 704", 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, F.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 05110105, signed and sealed by Edmundo Largaespada, P.E. (Subtu tted underNOA# 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 24113.2.1 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 dazed 05110105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Tcst, 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 outswmg 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 24113.2.1 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 J h Clam, P.E. (Subnkted underNOA# 03- 061L02) Manael P Prodact Contra= NOA No. 004UR Expiration Date: May 22, 2013 . Approval Date: May 15, 2008 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENC,�SUBMITf + D 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading par FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 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. FM 3582 dated 10!3/02, signed and sealed by Joseph Chan, P.E. (Subndtted underNOA# 03- "11.02) 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 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswmg casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3!02, signed and sealed by Joseph Chan, P.E. (Subndod 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 I. 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 Butaeite 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 MG 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, dates! 12119 /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 dofWes C -740 Aluminum Casement Window— L.M.I., approved 3/06, 5! 2108. Manttei S17.11 P.E. Prodwt Coatro finer NOA No. Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTTS SHEET A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" NOTES ......... ............................. 1 ANNEALED GLASS AND (1) LITE OF 1I8" HEAT STRENGTHENED x o x x o X x o x GLAZING DETAILS ........................ 2 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. UNEQUAL LITES ELEVATIONS .. ............................... 3-4 B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/$" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF F- x o x o DESIGN PRESSURE TABLES....... SECTIONS ....... ............................... 10 10 SOLUTIA OR DUPONT PVB UNEQUAL LITER CORNER CONSTRUCTION........... 11 C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" EXTRUSION PROFILES ................ 11 -12 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED x o X O X PARTS LIST ..... ............................... 12 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. ........... 1,3,4,13 D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16 UNEQUAL LITES ANCHORAGE ...................... HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.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 118" 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. Q G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS { COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 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. m C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. -8 1 ! D. FOR X CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. W. F. FOR 1+ 4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. + G. FOR J "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. 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 PRODUCT 1IMPUTO MAX. 141/2" SPACING ON VENTS ascor k - ly.logwalk foe V. MAX. 13" SPACING ON FIXED LITES 'ga'dg gcyi'� (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY rFs ` "' ►,� JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING Mom a& I'Weet ofthd� (2) ANCHORS .3" APART AT MID -SPAN 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. Revad By.• Data. Revf bw. tMsen'plkn: F.K 3/25!03 B ADD 13116" I.G. &MOVE GLAZING DETAILS TO SHEET 2 NOTES AND TABLE OF CONTENTS R Date: Revktone: 1070 TECN:VOLOGYQRIVE F.K. 7110103 C NO CHANGE THIS SHEET NOKoxits, FL 34275 rum evsd6y. Del.: e_v i2_r PACi T —ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6/23105 0 ADD 76" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. P.O. BOX 1529 _ Lucas A Turner, P.E. Drawn er• Dace: ctaaceda . oar: roOKOM,'s. FL 34274 Visibly Bearer 8&'Q NTS r 73 a 7045 -8 R D PE #5620 at F.K. 12117102 ® 1/8" ANNEALED OR .090 PVB INTERLAYER 86 13/16" HEAT STRENGTHENED " 5/16" LAMINATED COMPONENT GLASS �"" 1J$ HEAT STRENGTHENED GLASS 43 46 3/8" AIR SPACE S 1/8" HEAT STRENGTHENED GLASS 30 118" HEAT STRENGTHENED GLASS •090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS If 40 .65" NOM. 43 46 GLASS BITE 85 .65" NOM. 44 GLASS BITE 44 nrl 5 NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 5/16" LAMINATED GLAZING DETAIL 5 13/16" I.G. W/ 5116" LAMI 32 33 .090 PVB INTERLAYER GLAZING DETAIL SAMOD 3/16" ANNEALED OR 87 88 13116" HEAT STRENGTHENED 3/16" HEAT 3/16" ANNEALED OR HEAT 7/16" LAMINATED COMPONENT _} ! GLASS STRENGTHENED STRENGTHENED GLASS GLASS» AIR 1 ANNEALED GLASS S •090 PVB INTERLAYER scant 43 3/16 HEAT STRENGTHENED GLASS — 41 .65" NOM. 43 46 _ jpw j GLASS BITE 85 .65" NOM. 44 GLASS BITE �!"- '•'C'i'.: ''lf�n"'v.'ieu :'i «2 44 r s . .}...... 46 an 5 7116" LAMINATED GLAZING DETAIL 5 13116" I.G. W/ 7116" LAM! 4�� GLAZING DETAIL Rend sr. Dare: R avaroas: ( //o-7 F.K. 3125103 B REDRAW GLAZING DETAILS & ADD 13118 I. G. GLAZING DETAILS Road Hr. Date. Revisims: 1070 TECHNOLOGY DRIVE F.K. 7110103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 Tom' y: Dare' Ravtsioas: F.K. F.K. 6123105 O ADD 13116" LAM! LG. W1 7I16 AMl &CORRECT 5/16° LAM! DETAIL P.O. LUMINUM CASEMENT WINDOW IMPACT Lucas A Tumor. P.E. ()?own ar ogre: cna�ae s . Dare: NOKOMIS, FL 34274 Visibly Better seassrtro� $ G 81 e` � 8Br' ft" ft. Her PE #58201 F.K. 03125103 CA -745 NT$ 1 2 -f 13 7045 -8 D Mechanical DENOTES HINGE 74" MAX. WIDTH ANCHOR LOCATION AT HEAD & 30" MAX. LOCATION SILL OF "X" PANELS, DAYLIGHT ANCHOR TYP TYPICAL. SEE HINGE OPENING 1 1/2" LOCATION DETAIL SHT. 4 TYP. \. CENTERLINE SEE MID -SPAN i ANCHOR DETAIL LD 1 112" TYP. (2) 69" MAX. 7" 7" DAYLIGHT 3" 4" MAX. OPENING X X 4" MAX. 13" MAX. O.C. 76" MAX. MID -SPAN ANCHOR DETAIL i \ SEE MEETING HEIGHT (SEE SHT. 1 NOTE 4) MEETING RAIL DETAIL \ RAIVDETAIL (SEE SHT. 1 NOTE 4) P. (2) 4" MAX. SEE MID-SPAN 4" MAX. 14 1/2" MAX. O.C. TYP. ANCHOR DETAIL TYP. (2) ELEVATION "B"- "XX" ANCHOR 134" MAX. WIDTH (SEE SHEET 7 FOR PRESSURES) LOCATIONS 30" MAX. 53" MAX. 30" MAX. p+� (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE: "X" PANEL MAY SWING NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL / \ 0 TYP. (2) 69" MAX. DAYLIGHT PRODUCT Era D OPENING as ogwitht�rla 13" MAX. O.C. � {� �" i \ X X A gv�s�az,� 76" MAX. \ 0 ! HEIGHTS'.► Di e� 4" MAX. _ F 4" MAX. 13" MAX. O.C. +- �--- -- �--14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. 60" MAX. FIXED VENT TYP. SEE MEETING RAIL DETAIL TYP. (4) �� t ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) " Revsdeyc Uste: Remf": F.K. 3!25103 B CHANGE SHEET NO. REFERENCES ")Q(" & " XOX " EL EVA TIONS Sys Dare: Revtatens: 1070 TECHNOLOGY DRIVE FX F.K. 7110103 C ADD HINGE LOCATION DETAILS NOKOMIS, Ft 34275 T� Revsd oe: Re °: ALUMINUM CASEMENT WINDOW, IMPACT F.K: 6123!05 D CHANGE MAX. HT. TO 76"AND MAX DLO TO 69" P.O. BOX 1529 Lucas A. Turner, P.E. NOKOMtS, FL 34274 1lisialk�jbl�eBexter �' sic °ranND �"' PE #58201 Do" owe. Ch"— � r D ate : CA -740 NTS 3 a 13 7Q45 -8 K. 92/17/02 D Mechanical F.K. DENOTES HINGE 37" MAX. WIDTH 60" MAX. WIDTH LOCATION AT HEAD & 30" MAX. 53" MAX. SILL OF "X" PANELS, DAYLIGHT DAYLIGHT OPENING TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE SEE MID -SPAN MID -SPAN _ � ANCHOR ANCHOR ' 69" MAX DETAIL DETAIL / DAYLIGHT SHT. 3 69" MAX. SHT. 3 OPENING DAYLIGHT TYP. (4) TYP. (2) OPENING D 76 " MAX. 76 'MAX. 13" HEIGHT 13" HEIGHT MAX.—(� MAX. X` O.C. — 1 25 O.C. \ 4" MAX. 4" MAX. t 141/2" 13" MAX. O.C. �.. —...� 4 " L MAX. MAX. O.C. 4 MAX. ,.,,.___ ELEVATION "D"- "X ELEVATION "E" -"0" HINGE LOCATED APPROX. (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) FLUSH AGAINST JAM, TYPICAL HEAD & SILL 30 MAX 97" MAX. WIDTH NOTE: "X" PANEL MAY SWING - ZA, HINGE LOCATION DETAIL 53" MAX. IN EITHER DIRECTION DAYLIGHT OPENING DAYLIGHT OPENING SEE / ; SEE MID -SPAN " MID-SPAN ANCHOR DETAIL ANCHOR / SHT. 3 TYP. (2) DETAIL / 69" MAX S HT. 2) I DAYLIGHT rRomucT M M OPENING m`owp, flvg t 13" �' HEI AX SEE MEETING . MAX. RAIL DETAIL SHT. 3 O.C. � � TYP. (2) 4" MAX. R---- "�- 13" MAX. O.C. 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) Revad 8y' Date: Reviakne: I per; FK. 3/25/03 B CHANGE SHEET NO. REFERENCES `X" "Q" 'XO" & "OX" ELEVATIONS RevsdBy: Data: Revfsiwrs: 107 , FL 342 5 r � > > » F.K. 6/23/OS C ADD HINGE DETA!! &HINGE LOCATION NOTES NOKOM NOKOMS FL 34275 rrtm: RaysdBy Data: Ravkiwm: ALUMINUM CASEMENT WINDOW, IMPACT MAX F.K. 7110103 D CHANGE HT. TO 76 "AND MAX. DLO TO 69" P.O. BOX 1529 Lucas A. T umer, P.E. scak Drawn sr. Date.. Cneow sy. Date: NOKOMIS, FL 34274 VMlyb*Better �' suer °� "'� N0 PE #58201 F.K. 12117102 F.K. CA -740 NT$ 1 4 0113 7045 -$ D Mechanical 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 18" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT "X" 26 31 36 383/8 43 48 505/8 54 57 60 63 66 69 72 . WIDTH NEG I POS NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -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 -90.0170.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0170.0 -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 -90.0170.0 -90.0170.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6170.0 -86.3170.0 -84.2170.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0170.0 -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 70.0 261/2 A -90.0 -90.0170.0 -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 -63.7 B,E -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0170.0 -90.0 70.0 -90.0 =87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9163.9 -60,0 60.0 -58.5 -56.2 -53.4 -51.3 -49.8 49.8 -48.3 48.3 B,E -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 32 A -90.0170.0 -90.0 -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 -90.0170.0 -90.0 70.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -87.8 70.0 -84.4 34 A -75.0170.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2145.2 -42.4142.4 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 -75.0 70.0 -75.0170.0 36 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 -44.8144.8 -42.2 42.2 -39.7139.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 7Q,,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 "` sese nmft 37 B, E -75.0 7 .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 2.1 TABLE 2. "X" WINDOWS I 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 -90.0 70.0 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) �tttaa� ta�� ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 ac�pa t�� Doe A+1 ads Pest X 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. RevW By Date: Revisi": p ; F.K. 3/25/03 B ADD GLASS TYPE E TO TABLES 1 & 4 PRESSURES- X CONFIG. WINDOWS Revst sy: Date: Revist .' 1070 TECHNOLOGY DRIVE F.K. 7!10/03 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 Retaday: Date: RevOlens: ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6!23/05 D REVISEANCHORS & ADD W HEIGHT OPTION P.O. BOX 1529 Lucas A. Tumer, P.E. Ser6eNMOdeY. Scale: Street: lsrewing tlo Rev. 6 - -- By. Date: rt,e�eaey. Dam: NOKOMIS, FL 34274 Visibly Better PE #58281 " F.K. 12/17/02 CA -740 NT$ 5 er 13 7045 -8 D Mechanical COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) X X HEIGHT - -' "M" 26 31 36 383/8 43 48 50518 54 57 60 63 WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 IA -75.01 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 43 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 70.0 70.0 70.0 70.0 70.0 531/8 A -75.0 70.0 -75.0 -75.01 70.0 -75.0 70.0 -75.0 70.01-75.0 70.01-75.0 70.01-75.0 70.0 -72.1 70.01-69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.01 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 -75.01 70.0 -75.0170.0 -75.0 70.0 . 768.4 68.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 64 A -75.01 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 68 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 54.91-51.8 51.81-48.6 48.61-45.2 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 47.91-44.8 44.8 -42.2 42.2 -39.7 39.7 munwruvmv 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 1 -43.5 43.5 -41.1 41.1 -38.6 38.6 f . C5-� IL t 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/ "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 1-75.0170. TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -90.0 70.0 PRODUCT M ,� comep�la��i� ' TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 Amps mo GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAW (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) dsm ly ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.0155.0 Q Q � NOTES: Q 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. Rewd 8y: !late: Revsbns. Re-sd By. Defe: RoWstom 1070 TECHNOLOGY DRIVE PRESSURES - XX CONFIG. WINDOWS r Date: R @ -�oaa: NOKOMIS, FL 34275 r1a ALUMINUM CASEMENT WINDOW 1 F.K 6123105 D REVISE ANCHORS & ADD TABLES 76* HEIGHT OPTION P.O. BOX 1529 N , IM PACT Lucas A Turner, P.E. Drown ay: Dare: 5;7W y. Date NOKOMIS, FL 34274 Visibly Better so odex ' ' aawr °y na Rer PE #58201 F.K. 12117102 CA -740 NT$ 6 at 13 7045 -8 D Mechanical COMPARATIVE ANALYSIS TABLE 6. "O" &"1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAM[ (118 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3116 "A,.090,3116 "HS) E. 13/16" LAMI 1/8 "HS,318" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS F.13/16" LAMI 1 /8 "A,AIR SPACE,7 /16" LAM[ -W/ 3/16 "A,.090,3 /16 "HS 1 1 1 HEIGHT 4 2 4 WIDTHS 26 31 36 383/8 43 48 505/8 54 57 60 63 67 72 76 "O" "XOX" NEG I 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 I POS X Q X 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 - 36 72 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -79 .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 -55.0155.0 -55.0155.0 -55.0155.0 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59,01-52.8 52.8 -49.9 49.9 - 46.4 46A -43.5 43.5 «41.1 41.1 -38.6 38.6 37 74 B,E -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0-75.0 70.0 -75.070.0 -75.0170.0 Q 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 -55.0155.0 55.0 55.0 -55.0 55.0 -55.0 55.0 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 -38.6 38.6 -36.536.5 391/2 79 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 -90.0170.0 -90.0 70.0 -90.0 70.0-87.4 70.0 -83.2 70.0 -66.0155.0 -55.0155.0 -55.0155.6 A -75.0170.0 -75.0170.0 -62.4 62.41-58.4 58.4 -63.3 63.3 - 56.4 56A - 53.4 53.4 - 50.0 50.0 -46.9 46.9 - 44.3 44.31-41.9 41.9 42 84 13,E -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0170.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.01-75.6170.0 -55.0155.0 -55.0155.0 -55.0 55.0 A -75.0 70.0 -70.3 70.0 -58.0 58.01-54.6 54.6 -59.3 59.3 -53.6 53.6 - 50.9 50.9-47.5 47.5 - 44.7 44.7 -42.1 42.11-39.7 39.7 45 90 B,E -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 C,F -90.0 70.0 -90.070.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.01-69.2 69.2 -55.0155.0 -55.0155.0 -55.0155.0 A -75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.31-42.5 42.5 - 40.4 40A -38.4 38.4 48 96 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.01-75.0 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 -86.0170.0 -80.9 70.0 -75.0 70.01-70.7 70.0 -673 67.3 -64.1164.1 -55.0155.0 -55.0155.0 -532 532 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 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 50112 101 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 -75.0170.0 -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 70.01-90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 - 63.5 63,5 - 60.5 60.5 -55.0155.0 -R.61 52.6 -49.6149.6 A -75.0 70.0 -58.7 58.7 - 48.7 48.7 -45.4 45.4 -50.0 50.0 - 46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 - 36.2 36.2 'lilsvwD 53118 106 3/8 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 -75.0 70.0 -72.4 70.0 as Ift tin pwdb C,F -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4170.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 - 60.0 60.0 -57.3 57.31-53.8153.8 -49,4149.4 - 46.2 46.2 A 1-75.0170.0 - 58.2 58.2 -47.9 47.9 - 44.5 44.51-49.1 49.1 -45.3145.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.8 35.9 I 54 108 B,E -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 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 -90.0 70.01-86.9 70.0 -75.0 70.0 -70.1 70.0 - 65.4 65.4 -61.8 61.8.-59.1 59.1 - 56.4 56.4 -52.8 52.8 -48.4148.4 -45.2145.2 �► �..._,, A -75.0 70.0 -57.1 57.1 - 46.4 46A -43.3 43.31-47.5 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 372 - 35.4 74 � 55112 111 B,E -75.0 70.0 -75.0170.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.01-75.0 70.0-74.3 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.01-84.3 70.0 -72.5 70.0 -68.4 68.4 - 63.6 63.6 -60.1 60.1 -57.5 57.5 - 54.8 54.8 -51-1151 - 1 -46.8 46.8 -43.6143.6 A -75.0 70.0 - 56.2 562 - 44.8 44.8 -42.1 42.1 - 46.2 46.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 57 114 13,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.6 -75.0 70.0 -75.0 70.0 -75A 70.0 -75.0 70.0 -73.3 70.0 - 69.6 69.6 C,F 1 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -66.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 - 53.2 53.2 -49.4 I 49.4 -45.2 45.2 -42.6 42.6 A -74.2 70.0 - 55.0 55.0 -43A 43.4 - 40.9 40.9 - 44.8 44.8 -41.3 41.3 -40.2 40.2 - 38.7 38.7 -37.6137.6 - 36.1 36.1 - 34.2 34.2 581/2 117 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -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 68.41 � tx1r RENEW= t> C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 - 64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 -47.$ 47.8 -43.6 43.6 -41.7 41.7 somfogeode A -72.9 70.0 - 53.4 53.4 -42.2142.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.6 37.6 - 36.7 36.7 -35.5 35.5 -33.7 33.7 Aamptoom R® • 1 t� 60 120 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.a 70.0 -73.3 70.0 =71.0 70.0 -67.4 67.4 C,F -90.d 70.0 -90.0 70A -90.0170.01-900. 70.0 -77.1170.0 -67.3 67.31-63.3163.31-5971 59.11-55.9 55.9 - 53.0 53.0 -50nl 50.d -46.3146 46.3 46.3 -42.8 42.8 -40.8 40.8 By M nalepllvdvdnon TABLE 7. "0" & 114- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 1Divls GLAZING OPTION: D. 7116" LAM[ (3/16 "HS,.090,3 /16HS) ALL "O" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 112 -1/4 XOX" SIZES UP TO 120" WIDE 63" HIGH -90.0 70.0 TABLE 7A. "0"& 1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -46 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "WS) ALL "O" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH -55.0 ij NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 114" S84 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. - Revsd fly.- Date: Revisions: 3125103 B I ADD GLASS TYPE E TO TABLE 6 PRESSURES- 0 $ 114 -114 XOX CONFIG. WINDOWS R By. Date. Rev(atotts: 1070 TECHNOLOGYDR/YE F.K 7190103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 Tive RevsdBy: Date: Rev tans: r __C;T1 ALUM1NUM CASEMENT WINDOW IMPACT F.K. 6123105 D CHANGE ANCHORS AND ADO 76" HT. OPTION P.O. BOX 9529 s st,eec Lucas A. Turner, P.E. Drawn By: Data: ChackedBy. Date: NOKOMIS, FL 34274 Visibly Better °mft Ha ' R " PE #58201 FK. 12117102 1 CA -740 NTS 7 w 13 7045 -8 D Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" &"1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 1 1 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) 3 3 3 HEIGHT X O X "XO" ttXOXt! 26 31 36 383/8 43 48 505/8 54 57 60 63 WIDTH WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG I POS NEG POS 37 55112 A 1 -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 -75.01 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 X O 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 118 1 792/3 A -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 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 56 84 A -75.0 70.0 -75.0 70.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.71-64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 68.4 63.9 60.01-58.5 58.5 -56.2 56.2 53.4 64 96 A -75.0 70.01-75.0 70.0 -75.0 70,0 7 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 O X 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 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 1063/8 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 -54.31 54.3 1 -51.11 - 51.1 -47.9 47.9 44.8 -42.2 42.2 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.Q 1 ,59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 1 -41.1 41.11-38.6 38.6 TABLE 9.. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 p tl `A0£ 7wi) GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) l law ALL "= 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 1-75.0170.0 1 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 1-90.0170.0 TABLE 10A. "XO" or "OX" & "113 -1/3 -113 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7116" LAMI (3/16 "A,.090,3 116 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) II N 1! q q t t/ q 1! PROD� ` E �3 ED 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 -55.0 55.6 m complying witb the mridt ® »0� C sc No 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. Z - _ Rend By. Date. Rev&lons: F.K. 3125103 B ADD GLASS TYPE E TO TABLE 9 PRESSURES- XO OX, & 113- 1/3 -1/3 XOX WINDOW Roved 8y.• Date: RevJabns: 1070 TECHNOLOGY DRIVE F:K. 7190103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 rme: RevsdBy.• Date: Revlsforls: ALUMINUM CASEMENT WINDOW IMPACT F.K. 6123105 D CHANGE ANCHORS AND ADD 7S" HEIGHT OPTION P.O. BOX 9523 ' Lucas A. Turner, P.E. NOKOMIS, FL 34274 Visibly Better SrerM&V°dek see: sheet: nre N°' Rev PE Turns Drawn By Date: ctledcea y. Dare: CA -740 NTS 8 er 13 7045 -8 D Mechanical RK t2/17IO2 COMPARATIVE ANALYSIS TABLE 11. "XO" ar 'OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, ' FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAW (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI 1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS F. 13/16" LAMI 1/8 "A AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS X 0 X HEIGHT WIDTHS 26 36 383/8 43 48 505/8 1 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 NEG POS NEG POS NEG POS UNEQUAL LITES A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 69.264 19.125 31.014 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. 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0-90.0 70..0 -90.0 70A -90,0 70.0 -55.0155 .0 -55.0 55.0 A -75.0 70.0 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.11-41.6 41.6 -39.2 39.21-36.9 36.9 X 0 86.919 24 38.919 B,E -75.0 70.01-75.0 70.0 -75.0 70.0 70.0 -75.0 -75.0 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 -90.0170.0 -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 -55.0 55.0 -55.0 55.0 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1162.1 -55.2 55.2 -52.6 52.6 49.1 49.1 -46.2 46.2.-43.6 43.6 -41.1 UNEQUAL. LITES 95.973 27 42.973 B,E -75.0 70.0 -75.0 70.0.-75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 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 70.01-77.2 70.0 -73.1 70.0 -55.0155.0 -55.0155.0 -55.0155.0 A -75.0 70.0 53.5 -50.4 50.4 - 54.5 54.5 -50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30 48.649 B,E -75.0 70.01-75.0 70.0 -75.0 70.0-75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 0 X CF -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 63.1 -55.0155.0 -55.0155.0 -52.2152.2 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6136.6 115.892 32 51.892 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 -68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 -55.0 55.0 -50.9 50.9 -47.7 47.7 UNEQUAL LITES 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 35.7 122 33.687 54.627 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 -71 A 70.0 C,F 1 -90.0 70.0 -90.0 70.0-90.0 70.0 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.01-58.4 58.4 -55.7 55.7 -52.1152.1 -47.7147.71-44.6144.6 A -75.0 70.0 -46.8 46.81-43.6 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 35.5 123.135 34 55.135 B,E -75.0 70.0 -75.0 70.a -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -74.6 70.0 -71.0 70.0 ,{ C,F -90.0 70.0-90.0 70.0 -90.0 70.0 -85.0 -73.1 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.21-51.515i.5 - -44.0144.0 K A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.936.9 -35.0 35.0 ! �• l 126.000 34.791 56.418 B,E -75.0 70.0 -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 -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 -50.1150.1 -45.8145.8 -43.0 43.0 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 36.2 -34.334.3 - 130 35.896 58.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 saw C F -90.0 70.01-90.0 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 -51.9 51.9 -48.1 48.1 -43.9 43.9 -41.9 41.9 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 - 36.1 36.1 - 34.3 34.3 130.378 36 58.378 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 -75.0 70.0 -72.3 70.0 -68.5 68.5 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 65.1 -60.5 60.5 -57.4 57A - 54.6 54.6 -51.7 51.7 -48.0148.0 -43.8143.8 -41.8 41.$ A -72.9 70.0 -42.2 42.21-39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39 2 -37.7137.7 -36.7 36.7 -35.5 35.5 -33.7133.7 134 37 60 B,E -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.01-75.0170.0 -75.0 0 -75.0170.01-73.3170.01-71.0 70.0 -67.4167.4 C,F 1-90.0170.01-90.0 70.0 -90.0 70.01- 77.1170.01-67.3167. -63.3 3 -59.1 59.1 46.3 -42.8 42.8 -40.8 40.8 ���� -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3 Lm cmmp47a5g, with 49ie cc8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. A N?a ! 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 "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -90.0 70.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 3T' MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH g TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAM[ (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "HS ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 3T' MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -55 0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 3T' MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WIT #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P. S.F. Revsd Sr. Date: ReNsmns: F.K. 3125103 B ADD GLASS TYPE E TO TABLE 11 PRESSURES- UNEQUAL CONFIG XO OX & XOX Revsd Sr. Dare: Revisions: 1070 TECHNOLOGY DRIVE PRESSURES- F.K. 7110103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 Tme. Revad5y: Date. RevNbna: F ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6!23/05 D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION P.O. BOX 1529 Lucas A. Turner, P.E. Drum er: Date: a Date: NOKOMIS, FL 34274 Visibly Bever s ae �. sue: Ora �D aev. PE #58201 F.K. 12117102 CA -740 NTS 9 -t 13 7045 -8 D Mechanical 1 7 REFERENCE "XO" & "XOX" FRAME s7 REFERENCE "XO" & "XOX" FRAME 6 ASSEMBLY DETAIL, SHEET 11 83 ASSEMBLY DETAIL, SHEET 11 A D S9 40 41 MAX. VENT MAX, FIXED LITE 85 DAYLIGHT DAYLIGHT OPENING - 7 5 OPENING 5 (SEE SHT. 3) 80 5 `. 5 (SEE SHT. 3) 80 MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION — XOX B7 REFERENCE " XX" FRAME ASSEMBLY DETAIL, SHEET 11 A 89 A A 89 A 89 7 1 I--J MAX. VENT 7 DAYLIGHT OPENIN 5 (SEE SHT. 3) 5 5 25 43 85 40 41 MAX. WIDTH (SEE SHT. 3) ' HORIZONTAL SECTION — XX 12 83 �!lEDK'C -t R EVIM 40 49 85 15 mmmmm c tie /Isar 10 43 89 MAX. DAYLIGHT 1 9 OPENING FIXED & 85 40 4 1 show MAX' OPERABLE VENT MAX. VENT HEIGHT {SEE SHTS. 3 & 4} (SEE SHTS. 3 & 4) ' ? r D AYLIGHT OPENING 5 w (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) 14 19 HORIZONTAL SECTION — X PRODUCT RENEWED as ceesWwg with the I hW& %oldin 48 23 24 4E, 5 � 25 1 Sa 17 -- 18 VERTICAL SECTION '`? VERTICAL SECTION FIXED UNIT OPERABLE UNIT Revad By' Date: RevWone: UesadPpon: F.K. 3125103 8 ADD 13118" LG. GLAZING BEAD ITEM SEC Revsd t3y: Date: Revisions: 1070 TECHNOLOGY DRIVE ��.' F.K. 7/10/03 C SHOW TOP HINGE NOKOMIS, FL 34275 ram, evsdB Dam: Revisions: ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6123105 D CHG SHT. NO. REF AND ADD ITEM 89 P.O. BOX 1529 Lucas A. Turner, P.E. Drawn ay Ch Date: ecked e . Dam: NOKOMIS, FL 34274 Visibly Better suer stmis I sue D avrvq, ive Row PE #58201 F. K. 12117102 CA -740 NT$ 10 -f 13 7045 -8 D Mechanical #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. Q.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 TUBE, MAIL: 6063 -T6 3" APART AT MID -SPAN j 1.376" "X" FRAME JAMB "X" FRAME JAMB L _i .440 .095" 89 CASEMENT BACKING PLATE 062" SASH FRAME TOP 2 OR BOTTOM RAIL MAT'L: 6063 -T6 NOM. DWG# 7071 "XX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS � 2'7$4 " #12x1 PH TEK SMS (2) PER CORNER ,434" FRAME HEAD, SILL, JAMB SASH FRAME FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS _j 2,854," � ../ TUBE, MAT'L: 6063 -T6 3" APART AT MID -SPAN MAIL: 6063 -T6 "X" FRAME JAMB "O" FRAME JAMB SIDE RAIL ,062" DWG# 7002A NOM. ---� 1.159" I-•— 2.139" cr 5 SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 R DWG# 7003A SASH FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL FRAME J �.MB 3.544" P RO D UCT scoom g .062" 96Ioss Ccdo . JJ NOM. .438" 2.7 " FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL Revsd By: Date: RevisWas: F.K. 3125/03 B NO CHANGE THIS SHEET EXTRUSIONS & ASSEMBLY DETAILS RevW ey: Dare: RevWons. 1070 TECHNOLOGY DRIVE T F.K. 7110103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 now Re vsd8y. tote: R WsWrm ALUMINUM CASEMENT WINDOW IMPACT _ F.K. 5123/05 D D ITEM 89 P.O. BOX 1529 ' _ Lucas A. I amw, P.E. dia 8y: Date: Checkede . Date: NOKOMIS, FL 34274 Visibly Better N Ta7 �3 nawWgno. 7a 8 R D PE #58201 F.K. 12117102 Mechanical PARTS LIST PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 73 7025 MAXIM SINGLE LOCK 2 1155 781PQA #8 X 1 QUAD PH SMS 74 7016 SINGLE LOCK KEEPER 3 7008 FRAME CORNER KEY 75 70834A #8 X.750 QUAD PN SMS 4 1/2 "XI/2 "X1/8" CLOSED -CELL FOAM TAPE 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 81 1155 781PQA #8 X 1 QUAD IN SMS 6 1155 781PQA #8 X 1 QUAD PH SMS 82 7010 FIXED FRAME CORNER KEY 7 7017 67017K BULB WEATHERSTRIP .187X.240 83 7007 INSTALLATION HOLE COVER 8 7009 SASH CORNER KEY 85 7047 67407 GLAZING BEAD (13/16" I.G.) 9 7024 MAXIM MULTI -POINT LOCK 86 13/16" T.G. GLASS (118 "HS, AIR SPACE, 5 /16 "LAMO 5/16" LANG= 10 7026 LOCK SUPPORT PLATE (2) LITES OF 1/8 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 11 #10-?d X.562 PH. PN. TYPE F 87 13/16" I.G. GLASS (1 /8"11S, AIR SPACE, 7116 "LAMI) 7/16" LAMI = 12 7014 MULTI -LOCK KEEPER QLEL & L.H.) 3/16A & Vim GLASS WITH AN.o90 INTERLAYER - SOLUTIA OR DUPONT PVB 13 1157 78X78PPSMS #8 X.875 PH. PN. SMS 88 13/16" I.G. GLASS (I/8 AIR SPACE, 7/16 7/16" LAMI = 14 7013 TIE BAR GUIDE 3J16HS & 3 /16HS GLASS WITH AN.090 D T YJ AYER - SOLUTIA OR DUPONT PVB 15 7015 TIE BAR ASSEMBLY 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) no 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR .706 " � .993 2$9 18 7030 OPERATOR GASKET $3 INSTALLATION HOLE COVER 19 7031 BACKING PLATE 20 #8-32 X.375 PH. PN. TYPE B .050" .865" 440 MAT'L: 6063 -T6 21 7032 STUD BRACKET (L.H & RH.} DWG# 7007 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER UAL 24 7022 SNAP -ON HANDLE 40 5116" GLAZING BEAD I �.._ 172" 25 7023 12" HINGE (HEAVY DUTY) MATL: 6063 -T6 26 71OX12FP # X .500 PH. PHL. DWG# 7036 " a� vmb 30 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) '874 .050" to .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/811S & 1/811S GLASS) I -� �-"-- .569" g 090 INTERLAYER - SOLUTIA OR DUPONT PVB y 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .523" 85 13/16 GLAZING BEAD .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /16HS & 3/16HS GLASS) .050" ,$65" MATL: 6463 -T6 .090 INTERLAYER - SOLUTIA OR DUPONT PVB DWG# 7047 40 7036 GLAZING BEAD (5116 41 7042 GLAZING BEAD (7116 ") ----I 1.124" 43 1224 6TP247 VINYL BULB WSTP (THICK ) I 44 SILICONE -DOW CORNING 899,995 OR EQUIV. 4 7/16 " . GLAZING BEAD Famucr 45 PARABOND R MATL: 6063 -T6 � � hmageado 46 1634 6163K SEITING13LOCK DWG# 7042 .125" I 50 7006 SCREEN FRAME , 2.701 51 7040 SCREEN CORNER KEY , 52 SCREEN CLOTH 062" hobo 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP .040" 1.004" 55 78X12PSTW/B #8 X.500 SQ. PN, TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE •423 .093" 68 712XIPPT #12 X 1" PH. PHIL. TEK 69 7011 LOCK SUPPORT PLATE 67 CASEMENT FRAME 70 7012 LOCK SPACER 50 CASEMENT SCREEN FRAME ASSEMBLY TUBE 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE MATL. 6063 -T6 MATL: 6063 -T6 DWG# 7006 DWG# 7004A Revsday.• Dare: R evWms: Desopran: F.K. 3125103 B ADD 13116'L G. GLASS &GLAZING BEAD p .. PARTS LIST & EXTRUSIONS Revsd 8y. Date: Rev)slorre: 1070 TECHNOLOGY DRIVE F.K. 7110103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 � Revsday. DOW Revisions: ALUMINUM CASEMENT WINDOW, IMPACT F.K W3105 D ADD EQUIV, TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 P.O. BOX 1529 Lucas A. T•umer, P.E. swiv t scale: sheet T Rew 9rawn ay: Dare: caec w Date: NOKOMIS, FL 34274 Visibly Better PE #58201 F.K. 12117102 CA -740 NT$ 12 w 13 7045 -8 D Mechanical f ' ,A 1x WOOD BUCK A 1x WOOD BUCK A 2x WOOD BUCK (SEE NOTE 3) A 2x WOOD BUCK (SEE NOTE 3) (SEE NOTE 3) 1/4" MAX. SHIM (SEE NOTE 3) 1/4" MAX. SHIM 114" MAX. SHIM 114" MAX. SHIM t aSEE NOTE 1 SEE NOTE 4 ASEE NOT G i ti SEE NOTE 1 A SEE NOTE 2 .1 SEE NOTE 4 A u i SEE NOTE 4 r r .• SEE NOTE 4 1 1/4" 11/2' 1 1/4" MIN. MIN. MIN. MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ TO WOOD BUCK TO CONCRETE WI WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2" THICK 1 1/2" OR MORE THICK LESS THAN 1 1/2" THICK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 7 1/4" MAX. SHIM A SEE NOTE 1 = SEE NOTE 4 _5 . ASEE NOTE 1 ' •• SEE NOTE 4 ' a z NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. J 1 1/4" J 1 1/4" MIN. MIN. rta OWCT RENEWED OPERABLE UNIT FRAME FIXED UNIT FRAME s«'wwiemwcRor TO CONCRETE TO CONCRETE � X13 NOTES: A to 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 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 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 AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSI O F MIAMI -DAD COUNTY. Reved $y: Dare: Revisions: p FK 3125103 B NO CHANGE THIS SHEET A NCHORAGE DETAILS Revsa$r: Dare: RevStorts: � 1070 TECHNOLOGYDRIVE FK. 7110103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 T � Reosd$y: Dare: RevWom' • ALUMINUM CASEMENT WINDOW, IMPACT F K. 6123105 D REVISE NOTES AND REMOVE 3/16' TAPCONS & #14 SCREWS P.O. BOX 1529 Lucas A. Tumer, P.E. NOKOtM118, FL 34274 Visibly Better ssrsmder s °t81 "" e �' O ' PE #58201 Drawn $y: Date: Chedted $y. Oste: F.K. 12117102 CA-740 NTS 13 a 13 7045-8 D Mechanical MMM in MIAMI DADS COUNTY. FLORIDA MWRO -DAVE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST M AGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) wwAdau ddade mv/bulldiasco de PGT hWbstrles, Inc. 1070 Tecbnoka Drive Nokomis, FL 34275 SODPE: This NOA is being issued under the applicable rates and regulations governing the use of construction materials. The doc'unnentateon submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Boyd of Rules and Appeals (BORA) to be. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI 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 manor will incur tt expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described harem, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: series "nR -710" Atumiium Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No .4127 -10, titled "Alum. Horizontal. Roller Window, ImpaeY', sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/1512007, prepared by POT Industries, Inc., dated. 08110/2007, signed and sealed by Robert L. Clary. P.B., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami. Dale County Product Control Division. 1tiIISSILE IMPACT RATING: Large lisle and SmaII mkdk impact Redstant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "h.1+1.iami. 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 m 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 oar 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 daze may be displayed in advertising literature if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECT' ION: A copy of this entire NOA shall be provides/ 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 revisers NOA No. 064405.06 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 07-0815.0 9 ov �' Expirattoa Date: December 21, 2011 Approval Date. January 03, 2008 Page 1 PGT In-du—sklesi Inc. NOME, OF A.CCEPTN !.: EVIDENCE SUBKITED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No.41V -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28!2006 with the latest revision - C - dated 04115/2x}7, prepared by PGT Industries, Inc., dates 08/10/27, signed and sealed by Robert L. Clark, Pte. 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. M- 5330, dated (Y7/1812007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 702-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL 4858, dated 03108/2006, signed and sealed by Edmundo LarBaespada,P.E. (Submitted under NOA# 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, per FBC 24113.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No M-4859, dated. 03108/2006, signed and sealed by Edmundo _ Largaespada, P.E. {Submitted under NOA# 064405.06} AVZ Mam id P$r Product Control NOA No 07 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -1 I I i PGT IndustAm ,Inc. N� OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with MC-2004, prepared by PGT Engineering, dazed 10126106, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office {BCC0 }. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for ` Diftat Bute cite PVB Intaerlayer" dated 01105120X6, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their'% flex HP a polyvinyl butryal interlayer for lamination of glans" dated 05/22/2003, expiring on 04114128. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/1012007, 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 07/1812007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing I aboratory, Inc., dated 03108/2006, signed and sealed by Edmundo Largacapada, P.E. (Sub>nAed under NOM 06-0405.06) G. OTHER 1. Notice of Acceptance No. 064405.09, issued to POT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12121 /2006 and expiring on 12121/2011. Manuel Pdra4 Product Control NOA No 07- 015.09 Expi ration Date: December 21, 2011 Approval Date: January 03, 200$ E2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLAJ3GED AND INTEGRAL F WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAM[ CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAM[ 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. 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN :090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7(16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS VATH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES .............1 GLAZING DETAILS............ 2 G. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .................... 7 1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAM[ CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX XO, 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 TA'-3LES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCTREVISED as m- nplying with the Florida Eh, , fles - ag Code 5. SHUTTERS ARE NOT REQUIRED. Acri-p< nce No 02to§ c 0 o Expint:tion Date o I 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BY 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. Di on ade Product CoU A7. T ELCO TEXTRON NOA: 04 -0721.01, 03-0225.05 CtJJ ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL RIB} }yTl, ,[NqW NG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). I Revsd ay. DOW mavf form F K. 4(15107 C ADD FTL 5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. ' Reved By. Date: RevWonx 1070 TECHNOLOGY DRIVE GENERAL kb F.K. 10(17(06 B CHANGE TO ASTM E 1300 -02 NOKOMIS, FL 34275 y. Data. Rev ".1 ALUM. HORIZONTAL ROLLER WINDOW IMPACT F.K. 5(13(06 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. P.O. -BOX 1529 j Ro rt L. Claek, P.E. Drawn sr. Date: cherxeday. Day; NOKOMI8, FL 34274 thsibl 9 Better serAmAwat swk ' R " v ' PE #39712 F.K. ?J28/06 J.J. 3123106 74127-10 HR710 NTS 1 -f 11 a Structural 21 50 21 50 53 1/2" NOM. 55 1/2" NOM. C] Q(TERIO A RIOR GLASS BITE GLASS BITE 51 60,61,62 51 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS 21 50 21 50 ro 1/2" NOM. 1/2" NOM. 59 GLASS BITE 59 GLASS BITE 52 � 52 66,67,6$,69,70,71 72 73,74,75,76,77 PRODU'CTREVISED as complying with the Florida Building Code 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Accep. =*e ?4o 0 — 8 09 .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER BxpSiatron Datc 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS By 5116" LAMINATED 7/16" LAMINATED MW4 adeProduct a 5/16" OR 3/8" AIR SPACE 3/16" OR 1/4" AIR SPACE Di 'ion 1/8" OR 3116" ANNEALED (MIN.) GLASS 1/8" or 3/16" ANNEALED (MIN.) GLASS 13116" NOM, 13/16" NOM. 13/16" LAM[ IG GLASS W/ 5/16" LAM[ 13/16" LAMI IG GLASS W/ 7/16" LAMI Ra,,W era: Re,: tom: F.K. 4115107 C NO CHANGE THIS SHEET GLAZING DETAILS Jb aev�ray. Date: Revlsro"": 1070 TECHNOLOGY DRIVE l F.K. 10/17/06 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 T Rend S Dam: f ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R rt L. Clark, P.E. F.K. 5113106 A ADD AIRSPACE DIM. TO LAMI IG DETAILS P.O.3OX 1529 s� sty �, PE #39712 Dmw"ay. Dat": 5;agyg , veto: NOKOMIS, FL 34274 Visibly Better F 2!28106 J.J. 3123106 HR710 Fu// 2 a 11 4127 -10 C Structural TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60618 54" 60" 63" w" 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 +60.0 -60.0 96" A, B, G, H +60.0 -60.0 +60.0 -60.0 +60.0 -60. +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106318" 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 1 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +54.6 1 -54.6 +51.7 -51.7 111" A, B,G, H +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 1 + -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 (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G, H, ! +60.0 -60.0 TO 86 7116" 1 D, E, F, J, K, L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANG. OWN I INDOWS S DLO ARE 1" SMALLER) WINDOW GLASS WIND W HEIGHT WIDTH TYPE 26" 36" 38 318" 48•' 50518 54" 60" 63" 60" A, B, G, H +75.0 -75.0 +75.0 -75.0 +75.0 -75. +75.0 -75.0 +75.0 -75. +75.0 -75.0 +75.0 -75.0 +75. - 75.0 66" A, B, G, H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 r on +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" 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 +69.6 -69.6 +65.2 -65.2 74 A, B, G, H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 C, D, E, F, B uild - °ia € Ede UP TO 74" w ith the Florida 3 +75.0 -75.0 I, J, K, L Acccptanae Ao 07"081,5.G q l i Ex iati Batc�j!' GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 BY oaaa A. 5116" LAMI - (1/8 .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 318" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) ' B. 5116 LAMI - (1/&'A, .090,1/8 „ HS) H. 13116 " LAMI IG -1/8 OR 3116"A, 5116 „ OR 3/8 „ AIR SPACE, 5116 „ LAM! - (1/8"A, .09x,1/8 „ HS) C. 5/16" LAM[ - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI 113-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM[ - (1 /8 "HS, .090,1/8 "HS) D. 7116" LAMI - (3/16 .090, 3/16" A) J. 13/16" LAMI I13-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3116 "A, .090, 3/16 "A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13116" LAM[ I13-1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3 /16 "HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" H L. 13/16" LAMI I13-1/ OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3 /16 "HS) Revsdsy.• Data: Rem a: F.K. 4115107 C ADD INTEGRAL FIN OPTION & UPDATEASTM E 1300-02 DPs DESIGN PRESSURES d 'T Revue Data: Revlsfn "s: 1070 TECHNOLOGY DRIVE /(. F.K 10117106 B REVISE DP TABLES TO ASTM E 1300 -02 NOKOMIS. Fl. 34275 Revad Br. Dare: Revigbm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113106 A ADD AIR SPACE DIMENSION GLASS TYPES G TNRU L. P.O.9OX 1529 Robert L. Clark, P.E. NOKOMIS, FL 34274 Visibl Better � �: ' �' aer. PE #39712 Dreumey: rare: 1+eca,eeay. Dare: y F. K. 2!28/08 J.J. 3123106 IIR710 NTS 3 a 11 4127 -10 (; Structural 27 3/8" 27 3/8" 27 3/8" MAX. DLO 54 5/16" MAX. DLO FIXED MAX. DLO MAX. DLO Q VENT VENT FIXED D D B B B B F v— Z x o f x x O x 110" MAX. WIDTH I.F. FRAME o 5 7/16" MAX. WIDTH I.F. FRAME r Q 141" MAX. WIDTH FLANGE FRAME © 6 7/16" MAX. WIDTH FLANGE FRAME I » DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL C - XOX (1/3 -1/3 -113) NOTE: 33 9/16" MAX. 33 9/16" MAX. 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT 63" MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME ALL 1 57 3/8" 56" CONFIG. MAX. MAX 8 DLO ALL DLO ALL 15 I.F. FRAME .' X r PEN)BED FIXED VENTS with the Florida 62 " MAX LITES I.F. FRAME =::'� No 07`` S' 0 O X ALL a" isatfork Date d. ze 1 CONFIG. B Q Miattu �roductCDUW Di um t/ 1 13 FLANGE FRAME C 73" MAX. WIDTH I.F. FRAME ---►-) © VIEW D -D Q 74" MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO_ Revsd &y. pate; Revbbm: ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER a�rnvrw": F.K. 4115107 C CONSTRUCTION DETAIL FROM SHT. 6. ELEVATIONS Reva Date: ELEVATIONS 1470 TECHNOLOGY DRIVE rug. F.K. 10117106 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 Rend 8 Data ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F K. 5113106 A NO CHANGE THIS SHEET P.O. BOX 1529 ,:ems abort L. C9ark, P.E. NOKOMIS., FL 34274 Vusbl Better S " "' Oraw pad: CI J.J pate; 9 HR710 NTS [ m l 11 4 Structural FK 2!28/06 . 3/23/06 C INTERIOR 37 32 35 22 39 1 22 p q 1 2 ton EXTERIOR INTERIOR 13 21 MAX. VENT DLO MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (FLANGE FRAMED EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 17 HE T INTERIOR 35 32 37 39 FLANGE FRAME MAX ® VENT q 16 DLO j MAX. FIXED DLO 22 "- MAX. FIXED DLO —� MAX. VENT DLO 43 MAX. WIDTH (I.F. FRAME) 21 EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 ©41 22 2 FRO DU,', REVISED as ca: m ?Ting with the Florida 12 24 8 EXTERIOR INTERIOR L " ; �`� Accc:t,:nax; No , 7 12 irwon Date 1 t o!J r 7 21 ade ct Con Divi EXTERIOR INTERIOR 10 6 10 SECTION C -C Q ® SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME),& ( VERTICAL SECT I.F. FRAME), Rewd B : tats: >: F.K. 4115107 C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. SECTIONS Reveat Sr. Dare: Ravlstaais: 1070 TECHNOLOGY DRIVE F K. 10117/06 B NO CHANGE THIS SHEET NOKOMIS. FL 34275 . anal K 5/13/OS R A NO CHANGE THIS SHEET P.O. gox 1s2s ---- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aot,�t L. Cam, P.E. Drawn aY' Date: a pate: NOKOMIS, FL 34274 Visibly Better sett scab: DmA R0 ' '' PE !!39712 F.K 2128106 J.J. 3/23/06 HR710 Hal r l o: w 11 4127 -10 C Shucturai • ITEM DWG# RMI DESCRIPTION MAT'L PGT# EMM DWG# RIM DESCRIPTION MAIL PGT# 1 4102 A FLANGEFRAMEHEAD 6063 -T6 AL 612237 66 (ZASS 13/16" LAMI I&I /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1/8"A 2 4025 SASH STOP (STD.) ANTI LIFT CLIP 6063 -T5 AL 612244 67 13/16" LAMI IGI /8 "A, 3/8" AIR SPACF, 5/16" LAMI (1/8"A,.090 PVB,1 /8 "HS 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 13/16" LAMI IG I /8 "A, 3/8" AIR SPACE, 5116" LAMI 1 /8 "HS, .090 PVB,1 /8 "HS) 4 4053 SASH STOP COVER SASH STOP) 6063 -T5 AL 69 13/16" LAMI IG-3 /16 "A, 5116" AIR SPACE, 5116" LAMI (1/8"A,.090 PVB, 1/8"A) 6 4136 IRANCEFRAMESILL 6063 -T6 AL 64136 70 to 13/16" LAMI IG-3 /16 "A, 5116" AIR SPACE, 5116" LAMI (1/8"A,.090 PVB, 1 /8 "HS) 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 of 13/16" LAMI IG- 3/16 "A, 5116" AIR SPACF, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 it 13/16" LAMI IG- 1/8 "A,1 /4" AIR SPACE, 7/16" LAMI 3/16 "A, .090 PVB, 3/16 "A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16" LAMI ICY-1/8"A, 1/4" AIR SPACE, 7/16" LAMI 3116 "A, .090 PVB, 3 /16 "HS 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 13/16" LAMI IG I /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 13 4002 A FLAN(aEFRAMEJAMB 6063 -T6 AL 612225 75 13/16" LAMI IG- 3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3/16 "A 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 13/16" LAMI IG-3 /16 "A, 3/16" AIR SPACI 7/16" LAMI (3/16"A,.090 PVB, 3 /16 "HS) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 13/16" LAMI IG-3 /16 "A, 3/16" AIR SPACE, 7116" LAMI 3/16 "HS, .090 PVB, 3 /16"HS) 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 1 SCREEN FRAME (HOP, & )IIt. 3105 H14 AL 17 4054 B FIXID MEETING RAIL 6063HD -T6 AL 64054A 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP. 19 4066 W STP.,.187 X.230, FIN SEAL 64066G 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 22 1683 W STP.,.250 X.270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE -. 135 DIA. FOAM EM PVC 23 225-1 ROLLER HOUSING & GUIDE 42112HD 95 SCREEN SPLINE -.135 DIA. HARD EM PVC 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 !H:: CLOTH 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS T6 AL 64006 2.710 33 1235 W STP.,.170 X.270 BACK, FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 2.624 38 1683 W STP.,.250 X.270 BACK, FIN SEAL 61683G 39 7070 1 BULB WEATHERSTRIP .187 X.275 67070K � 40 LIFT RAIL COVER CAP 74078 "C" L ORR 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 © 4� I.F. FRAME HEAD #4139,6063-T6 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 © © 50 GLAZING SfUCONE, DOW 899, 995 OR LENT 51 1224 VINYL GLAZINGBEAD BULB CK) 6TP247W,K 52 1225 VINYL (LAZING BEAD BULB 6TP248K D i Co d with u toricie 2 ' 7 � Buildin; Code 53 4039 B GLAZINGBEAD - 5/16 re 6063 -T5 AL 64039B No 0 54 4044 B GLAZING BEAD - 5116" W /GRILL KIT 6063 -T5 AL 644703 .062 3.152 Expiration EO Date at - 6 . 2 I 55 4222 A GLAZINGBFAD - 7/16" 6063 -T5 AL 64222 sy 56 985 C GL,AZINGBEAD - 7/16" W /GRLL.L KIT 6063 -T5 AL 6985 1.988 .062 Div' Product 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 CLASS, 5/16" LAMI 1/8" A,.090 PVB, 1/8" A) 43 I.F. FRAME JAMB 61 5116" LAMI (1/8" A,.090 PVB, 1/8" HS #4141, 6063 - T6 62 5116" LAMI 1/8" HS, .090 PVB, 1/8" HS 63 7/16" LAME (3/16" A,.090 PVB, 3/16" A) 2.710 64 " 7/16" LAMI (3/16" A,.090 PVB, 3/16" HS ) 42 I.F. FRAME SILL / 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) #4140,6063-T6 �,�►'' Roved By. Data: Ravlskins: AasvlpU F.K. 4115107 C ADD ITEMS 41, 42 & 43 1 8 PARTS LIST Revad gy.• Oa Revana: 1070 T DRIVE F.K. 10/17/06 B NO CHANGE THIS SHEET NO S R FL 34 34275 Revw 8y' Date: � ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113106 A ADD SPACE DIMENSIONS ITEMS 66 THRi177. P.O. BOX 1528 abe L. Clark, P.E. NOKOMIS, FL 34274 [risibly Better $`�'� °rte W. PE 1138712 Do �" Dom` ct a NTS 6 19 Structural F.K. 2128/06 J.J. 3123106 HR710 of 4927 - C �1.513t .062 1.187 �-�- 040 .738 3.152 J-�-1 443- 1.37 .062 4 SASH STOP COVER 1.73 .062 V90 #4053,6063-T5 L 1.122 �^ 2.710 ---�� [-+- -- 2.710 -�--►� FLANGE FRAME HEAD 6 FLANGE FRAME SILL 7 FRAME SILL ADAPTER 2.784 L J #4102A, 6063 -T6 #4136,6063-T6 Q #4137,6063-T6 R -A 1.363ts �- ! .062 061 1.18 7 13 FLANGE FRAME JAMB a 62 --4--.062 #4002A, 6063 -T6 � .490 �_� .437 Imo- 1.45'1 -*-•� � F.46 1.403 -� SASH STOP HORIZ. ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T5 #4131, 6063 -T6 #405413, 6063HD -T6 ,062 2. 79 1.18 1. 3 9 .062 1 1187 2. 26 1. 1 a5a .678 1.349 ►� 1.081 1.291+ -1 1.096 -i 1 —T SASH TOP & BOTTOM RAIL SASH MTG. RAIL SASH SIDE RAIL GLAZING BEAD, 5/16" RonuCr 21 #4133,6063-T5 32 #4006D, 6063HS -T6 37 #4126, 6063 -T5 53 #40398 a s , 6063 -T5 g w ith with t a complying whe Florida Building Cade Acceptance No O — 0 9 ^ ; Expiratsan t3atc 2 /l .678 .678 .05a 678 .683 -.. J�._ 050 ade Product .050 A l 4 - -_ 1.096 - r rl 1.096 -- } - ---I 1.115 -- 1- �---►� — rte ► x-1.097 GLAZING BEAD, " 55/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16 �13 O #4222A, 6063 -T5 #985C, 6063 -T5 #4067, 6063 -T5 (USED W/ GRILL KIT) (USED W1 GRILL KIT) RemdBy. NO. Revbb= pesafpBon: F.K 4115107 C NO CHANGE THIS SHEET EXTRUSIONS F.K. �,jC3 a Revs pate: Revbdona: 1070 TECHNOLOGY DRIVE P T 10117106 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 Tom' IM Dam: Revfso ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5(13106 A NO CHANGE THIS SHEET P.O BOX 1529 > f aer Robert L. Clark, P.E. prawn By.. p Owckede . Data NOKOIAIS, FL 34274 Visibly Better PE O PE 1139712 PIC 2126106 1 J.J. 3(23(06 HR710 Half 7 of 11 4127 -10 C Structural ANCHOR QUANTITIES, XOX (114- 1/2 -1/4) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES (0 t» to cc rn to 2. GLASS TYPES: WINDOW SIZE HEAD & SILL g HEAD & SILL 2 HEAD & SILL g HEAD & SILL g HEAD & SILL 2 HEAD & SILL A. 5116" LAM! - (1/8" A,.090,1/8' A) W v H ¢ ' ¢ < < B. 5/16" LAMI - {1/8" A,.090,1 /8" HS) 53.125x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5/16" LAMI - (1 /$" D. 7/16" LAM! - (3/16" ' A A,,..09 090, , 3/16 3116" A) A} 48.000 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16" LAMI - (3/16" A,.090,3/16 HS) 50.625 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16" LAM! - {3116" 0, 3/16" HS} G. 13/16" LAM! IG -1/88" 0 OR OR 3/16"A, 5116" OR 3/8' SPACE, 5116" LAM! - (1/8" A,.090,1/$" A) 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 H. 13/16" LAM[ IG -1/8" OR 3/16" A, 5116" OR 3/$" SPACE, 5116" LAMI - (1/8" A,.090,118" HS) 60.000 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2+1 3 1. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAM[ IG -118" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAM] - (3116" A,.090,3/16 A) 63.000 1 +C2 +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 +C2 +1 3 1 +C3+1 +C3+1 3 K. 13/16" LAMI IG -1/8° OR 3/16"A, 3/16" OR 114" SPACE, 7/16" LAMI-(3/16 HS) 60.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 L. 13/16" LAMI IG -1 /$" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 1 +C2 +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 +C2 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 3 1+C3+2 +C3 +1 3 25 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1 +C2 +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 +C2+1 3 1 +C3 +2 +C3 +1 3 TABLE KEY. 74.000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 X O X 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +4 +C3 +1 3 - ANCHOR QUANTITY PER JAMB 50.625 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +t2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2�2 +C2 +1 3 1 +C3 +2 +C3+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +p+2 +C3+1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +t3 +1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4 +1 3 25 3/4" max. -+�-� �--3" MIN. 60.000 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2+C 9" REF. 2 +1 3 1 +C4 +3 +C4 +1 3 X O X 106.375 x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 Ft[Upt!C'S' REVISED 48.000 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3+1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, TYP. es cc: rt ,; with the Florida 50.625 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3+1 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS , cce uu:i�No o 54.000 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) Exp Datc Y 60,000 1 +C3 +3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +04 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1+C4 +4 +C4 +1 3 CA B Y ade duct 63,000 1 +C3 +3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +04 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4+3 +C4 +1 3 1 +C5 +4 +C5 +1 3 25 3/4" MAX. Div' ton 111.000x 38.375 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 1/2" TYP. l -F--3" MIN. 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3+C2 +1 3 1 +C3 +4 +C3+1 3 g" REF. 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3+1 3 1 +C3 +4 +C3 +1 3 X O X 54.000 1 +C3+3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C3+3 +C3+1 3 1 +C3 +3 +C3+1 3 1 +C4 +4 +C4 +1 3 60.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3+1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. 63.000 1 +C3 +3 +C3 + 1 3 1 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3 +C4 +1 3 1 +C5 +4 +C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rend Or. Data: RevAai .* t)esviptkn: F.K. 4115107 C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP ADJ. A NCHORAGE SPACING XOX (114-112-114) Revsd ay. DaM: Reviat"na: 1070 TECHNOLOGY DRIVE � F.K. 10117106 B RE VISE ANCHORAGEFORMAT, HEAD & SILL CLUSTERS NOKCMIS, FL 34275 rre" __c;i . p F.K 5/13!06 RS A $ ADD SPACE DIMENSIONS GLASS TYPES G THRU L. LUM. HORIZONTAL ROLLER WINDOW, IMPACT P.O. P O. BOX 1529 Robert L. Clark, P.E. NOKOIAS8, FL 34274 V isi bl y Better "' stoer D '" "� �" PE #39712 Orawrt K B Date: ctteacea a °ate 9 HR710 NTS 8 a 11 4127 -10 Structural F.K 2128106 J.J. 3123106 C . ANCHOR QUANTITIES XOX //3413413 WINDOWS TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C, D,E,F,I,J,K, L NOTES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, :.ONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -114" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5) N m to to to 2. GLASS TYPES: WINDOW SIZE HEAD & SILL HEAD & SILL g HEAD & SILL g HEAD & SILL HEAD & SILL g HEAD & SILL A. 5/16" LAM[ - (1/8" A,.090,118' A) W v H B. 5/16" LAMI - (1/8 A,.090, 1/8' HS) 48.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 C. 5116 LAMI - (1/8" HSA90,11$" HS) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 D. 7/16" LAMI - (3116" A,.090,3/16 A) E. 7/16" LAMI - (3!16" &.090, 3116" HS) 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16" LAMI IG -1/8' OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8' A,.090,1/8' A) 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16" LAM[ IG -1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5116" LAMI - (1/8 A,.090, 1/8" HS) 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1. 13116" LAMI IG -1/$ OR 3/16 A, 5/16" OR 318 SPACE, 5/16" LAMI - (1 /8" HS,.090, 118" HS) J. 13116 LAM[ IG -1 /8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090, 3/16" A) 53.125 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16" LAMI IG -118" OR 3/16" A, 3/16 OR 1/4' SPACE, 7/16 LAMI - (3/16" A,.090, 3116 HS) 48.000 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16' HS,.090, 3/16 HS) 50.625 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1 +C2 +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 +C2 +1 3 11 +C2 +1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 25 34" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 48.000 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 50.625 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 X 0 X 54.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 ANCHOR QUANTITY PER JAMB 60.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED 66.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 ON EACH MEETING RAIL PLUS (1) 48.000 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 PLUS (1 }ANCHORS AT FIXED SECTION. 54.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 31 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2+ 1 +C2 +1 3 1 +C3 +1 +C3 +1 3 (3 MIN. O.C. ANCHOR SPACING) 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 74.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 25 3/4" MAX. 48.000 1 +C2 +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 +C2 +1 3 1 1 +C3 +1 +C3 +1 3 �--3" MIN. 50.625 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. 54.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 X O X 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 63.E 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+C2+ 1+C2+1 3 1 +C3+1 +C3 +1 3 P20DtICTREith MTG. RAIL TYP. a; s '�i''�' in ' �`�`�' dw 0ie Florida 84.000x38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 •2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 EuildFrsgCode EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acccpt 'O�� o o - oSlS.og 48.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 Ex irationDate 2o(j 50,625 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 (SHOWN IN TABLE KEY ABOVE) B 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 M Dade Product n 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 25 314 MAX. Di ' ion 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1 1/2 IN. I -�--3" MIN. 86.437 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 1 +C2 +1 +C2 +1 2 48.000 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. X 0 X 50.625 1 +C2 +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 +C2 +1 3 1 +C3 +1 +C3 +1 3 T- - - - _ j 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP. 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 11 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revd ay: We: Revwoft. ,; F.K. ROW Dab. 4195107 C UPDATE TABLE 5 SELECT VALUES DUE TO ANCHOR CAP. ADJ. Re Hr. Revislo"s: ANCHORAGE SPACING, 113- 1 /3 -1/3 XOX F.K. 90197106 B REVISE ANCHORAGE FORMAT, HEAD &SILL CLUSTERS NOKOMIS, FL 34275 rte: Rem r . Dore. Rev W"; ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5193106 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.C. BOX 1529 Robert L. Clark, P.E. NOKOMIS, FL 34274 Vmbl Better t N0 PE #39712 or"w" a y. Hera cx erxed By oem: y HR710 NTS S a 11 4127 -1 Q F.K 2128106 J.J. 3123106 C Structural y • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC ,3, WOOD 2, CONC 1, CONC 1 -1/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (135) & SUBSTRATE ZONES ZONES ZONES f ZONES ZONES ZONES m J in to m m m 2. GLASS TYPES: WINDOW SIZE -� m -� m A. 5116" LAM! - (1/8' .0,.090,1/8" A} O O Q J m Q J m Q� Q ^� Q- Q - w Co m w m g Uj m U.► m w to 2 w to '2 B. 5/16" LAM[ - (1 /8' A,.090,118' HS) W V H = °� � 7- °� � z: ° = 06 � 2 : °a _ -` 1 C. 5/16° LAMI - (1/8" HS,.090, 1/8' HS) 37.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 f2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 D. 7/16" LAM[ - (3116" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090,3/16 HS) 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 F. 7/16 LAMI - (3/16" HS,.090, 3/16° HS) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 + 3 1 +C2 +1 3 1 +C2 +1 3 Of G. 13116" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3I8' SPACE, 5/16" LAM] - (1/8' A,.090,1/8' A) H. 13116" LAM[ IG -1/8" OR 3116" A, 5116 OR 3/8' SPACE, 5/16" LAMI - (1/8' A,.090,1/8' HS) 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 ]. 13116" LAMI IG- 1/8n OR 3/16"A, 5116" OR 318' SPACE, 5/16' LAMI -(1/8' HS,.090,10 HS) 60.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 J. 13/16" LAMI IG -1/8" OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16" LAM] - (3116' A,.090, 3/16" A) K. 13/16" LAMI IG -1/8" OR 3/16' A, 3/16 OR 1/4' SPACE, 7/16" LAMI - (3/16' A,.090,3/16 HS) 63.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 L. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4' SPACE, 7/16" LAM[ - (3/16' HS,.090, 3/16' HS) 48.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 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. 50.625 1+C2+1 3 1 +C2+ 1 3 1+C3+1 3 1+102+1 3 1 +C2+ 1 3 1+C3+1 3 HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +103 +1 3 18 3/4" MAX. FROM CORNERS. 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 JAMBS: 9" MAX FROM CORNERS AND 221/2" MAX. O.C. 63.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 TABLE KEY: O X 53.125 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 2 +C3 +2 3 - ANCHOR QUANTITY PER JAMB 48.000 1 +102 +1 3 1 +C2 +1 3 1 +C3 +1 3 + 3 1 +C2 +1 3 1 +103 +1 3 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 +93 +1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 60.000 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +C3 +1 4 1 +C3 +1 3 1 +104 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 1 +C4 +1 3 VENT AND FIXED SECTION. (7) 60.000 x 38.375 1 +C2 +1 3 1 +C2 +1 2 2 +C +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 ANCHORS TOTAL AT HEAD AND SILL. 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 (3" MIN. O .C. ANCHOR SPACING) 50.625 1 +103 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 -� 3/4' MAX 54.000 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 � � ---� �•.- -3 °MIN. 60.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 X 63.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 9' REF. O - - 66.000 x 38.375 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +102 +1 2 2 +C2 +2 3 MTG. RAIL PRODUCT 48.000 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 as comp:; :Du -vvit : the Florida Building Cc= 50.625 2 +C3 +2 4 1 +102 +1 3 2 +C3 +2 3 2 +103 +2 4 1 +C2 +1 3 2 +C3 +2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ,4ccCtanceNo • O>t5,txr 54.000 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) ' '"�`�c r u 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 By Bade ftd" 63.000 1 +103 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 18 3/4" MAX, ni ion 74.000 x 38.375 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 1 1 /2" TYP. F MIN. 48.000 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 9" REF. 50.625 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 X O 54.000 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 A 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 41 2 +C3 +2 5 2 +C3 +2 3 2 +C4 +2 4 MTG. RAIL 63.000 2 +C3 +2 4 1 +C3 + 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS RevsdBy: Date: Revis=: Des-offi-I - //' e ' F.K. 4195107 C CHG. TABLE # TO 6, & SELECT VALUES DUE Tk ANCHOR CAP. A Hand W. Dete: Revlstonsr 1070 TECHNOLOGY DRIVE � � ALUM. HORIZONTAL ROLLER WINDOW, ANCHORAGE SPACING, OX AND XO WINDOWS FX 90117106 B REVlSEANCHORAGE FORMAT, HEAD & S 1L CLUSTERS NOKOMIS, FL 34275 TA evgd °a� IMPACT F.K 5193106 A ADD SPACE DIMENSIONS TO GLASS TYP S G THRU L. P.C. BOX 1529 Robert L. Clark, P.E. Drawn sr. Date: Checked . Date: NOKOMIS. FL 34274 Visibly Better saimamdc: ' ' " � PE #39712 F.K. 2128106 J.J. 3123106 HR710 NTS 10 77 4127 - -10 C Structural 3 • A ® 13/4" MIN. E.D. TYP. NOTES: MIN. 3.4 KSIr 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO CONCRETE NOTE 3 1 3!8" A TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ,° ° • .. : Q MIN. ANCHOR TO CONCRETE EDGE IS 1 3 /4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 1x WOOD ° ©2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1!4" SS4 CRETE -FLEX WITH BUCK, - - , �� - #12 TRIMFIT HEAD. NOTE 3 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 114" 1/4" THAN 1 112 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. MAX. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM CONCRETE WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 D ETAIL B OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE -- WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE AN RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114" MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM MIN" 114" MAX. SHIM }'*�' 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.5 KSI CMU) •a OR ~ PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE �7;� ANCHOR, ANCHOR, NOTE 2 NOTE 1 , 4 13/4' a EXTERIOR INTERIOR C MIN. E.D (HEAD & SILL DETAILS A, B, C, D, & H) y _ TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILING DETA E D ETAIL F INTERIOR (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE WOOD DETAIL H .. (HEAD ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. 1t4" 1/4" TYPICAL DETAILS G, H & L i L_e . .•. MAX. MAX A � v .;3n._ Iva o - . o9 SHIM SHIM 1 E. iratics�Date I/ 4 d. ° SEE L: ` v - - ' NAILING - - - -- I npR product 13/8 AKIN. lit v b ` " " 1 3/4 MINA -� SEE NAILING MIN. 3.4 KSI E.D. TYP. , • �° �' .° 1 "` =� CONCRETE 2x WOOD A DETAIL C BUCK, D D © NOTE3 DETA G (SILL)© DETAIL I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS A TYPICAL INTEGRAL FIN FRAME SECTIONS Rend ar. Dare: Rev(s-- REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. A EMBEDMENT, o F.K. 4115107 C ADD IF FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION* H - 9 c m ANCHORAGE DETAILS Revsd Date: ReWsforta: 1070 TECHNOLOGY DRIVE /Za F.K. 10/17/06 B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES NOKOMIS, FL 34275 TOW R evW ta: �e Da: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT rk P.E. F.K. 5!13!06 A ADD NOTE 5. P.C. BOX 1529 sneer Per PE #39712 ommnHr. Data: U;FR o . Dare: NOKOMIS, FL 34274 Visibly Better F.K. 2428!06 J.J. 3/23/06 HR710 Half 11 a 11 4127 -10 C Sbuctural MIAM Laws MIA VL[ -DADS COUNTY, PWRIDA 'METRO -DADS FGAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER S UMT, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE 4A wwwinlaniftd� °� Leode PGT industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series vw 701" Almlemurn Fixed Window -LM . APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `%" on dated 414/07, signed and sealed by Robert L. Clark, 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 M_ fissile Impact Resistant Limitation: 1. Max DLO =Width-3.75" * and /oz The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 "• and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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 sines, 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 eri irety. 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 # 07-0418.06 eoniiste of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. N O A No 0$ 1112.10 Fe Expiration Date: February 19, 2014 Approval Date: January 08, 2009 �ti Page I . s PGT Industries NOTK�'-1+_- OF AC�r CE: EVIDE,SUBMTTTED A. DRAWINGS (transferred from file # 07- 0419.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7114103 and last revised revision "B" on dated 414107, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 0741418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Wager Infiltration resistant Test • 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18103 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/1312007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex RIG Clear or colored lnterlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. lOaq 1. Chauda, P. E. Product Control Examiner NOA No 08-1112.10 Lspiration Date: February 19, 2014 Approval Date: January 08, 2009 E -1 a NOTES: LARGE MISSILE WINDOWS _ NOA DRAWING TABLE OF CONTENTS SHEET 1. GLAZING OPTIONS: GENERAL NOTES .......................... 1 A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLAZING DETAILS ........................ 2 GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS, FLANGED ............... 3 B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 ELEVATIONS, INTEGRAL FIN....... 4 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURES FLANGED.. 5 C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" DESIGN PRESSURES FINNED...... 6 LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT SECTIONS, FLANGED ................... 7 STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASS'Y, FLANGED........... 7 D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" SECTIONS, INTEGRAL FIN........... 8 LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER CORNER ASS'Y, INTEGRAL FIN... 8 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. EXTRUSION PROFILES ................. 9 • PARTS LIST ..... ............................... 9 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 1ANCHORAGE .. ............................... 10 -12 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. ANCHORAGE: THE 331/3% 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 FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. cr ttpNLvw 4. SHUTTER REQUIREMENT: NONE REQUIRED ping with �e 1 1 4 — 11 / 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. swft Livazzity 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 a"g A ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200*LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT uyml) EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). empbft wft Se F%Mn C.aft ^ '• .IJ 10 � a 9 Rewd preaaer cam+ W . Data Rffbk= i r• CHG. NOTE 2 TO REF AS7M E 1300 -02 AMD REWSE gNCHORAGE 1070 rm TE0MLOOrD NOTES & TABLE OF CONTENTS f3 �� F.K 414107 B NOTE 3. ADD REFERENCES TO NOTE 6AND ADD NOTE 7. NOKOMIS, FL 34276 � � ALUMINUM PICTURE WINDOW, IMPACT 4 FK 12/15/03 A REDUCE ANCHOR SPACING P.O. BOX 1529 Robert L Clark, P.E. Dram 892fodsY & ua W. no NOKOMIS, FL 34274 Visibly Better PE 1f39712 F.IC 7114/03 PW- -701 NTS I 1 of 12 4259 -4 B stucwtw 1 1/16" LAMI GLASS NOMINAL 7/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS •090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR STRENGTHENED GLASS SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIR SPACE PVB INTERLAYER 3/16" HEAT 3/16" HEAT STRENGTHENED 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS GLASS 12 12 10 17 OR 21 18 OR 22 11 PROD r RENEWED �� � me sFterF� /0 OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM '11 GLASS BITE GLASS BITE 13 2 1 1 M0DucT nvMD « pl n eater code 14 OR 15 14 OR 15 og 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) Read 8y. f 1070TECHNOL P - GLAZING DETAILS �3 d, F,L 414(07 B NO CHANGE THIS SHEET ",o"°"'rs FL 34276 ALUMINUM PICTURE WINDOW, IMPACT F K by. 12/15103 A NO CHANGE' THIS SHEET PRO. BOx 1679 Robert L Chwk, P.E. Omm Br a rea NOKOWS, FL 34274 Visibly Better s sn nra nro. PE #30712 F.K 7114103 PW- -701 of 12 4259 -4 B structures M HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68'X 68" OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. ELLIP TICAL MAX. SIZE = 96"X 47" ,rROoocr RENEWED FAN OR MAX. AREA = 31.99 SQ. FT. " egg `g` ftwtagcode ID " iry MAX. SIZE — 96 X 47 " EYEBROW OR MAX. AREA = 24.47 SQ. FT. MAX. SIZE = 96"X 48" � k OR MAX. AREA = 31.99 SQ. FT. . g 96" MAX. 441/4 . / PROnuc: r REVISED / as comwith die Flarlds / " MAX. Guiding co& 48 MAX. a rte 6 / DLO nay � 9 HALF CIRCLE MAX. SIZE = 96"X 48" 921/4" MAX. DLO TRAPEZOID OR MAX. AREA = 25.13 SQ. FT. RECTANGLE MAX. SIZE = 48"X 96" MAX. SIZE = 48"X 96" OR MAX. AREA = 31.99 SQ. FT. NOTE ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. d .• Dok ne, �: RoWsbm fQ70 TECHNOLOGY DRWE FLANGED ELEVATIONS � Z � L F.K 4/4107 B UPDATE ANCHORAGE NOTE NOKOMIS, FL 34275 TxW 16W now tee: L MIN M PICTURE WINDOW IMPACT F.IG 12115W A NO CHANGE THIS SHEET PO. Box 1 529 A U U P.E. OMME netm: NOKOMIS, FL 34274 Visibly Better PE #39712 FX 1 7114103 PW-701 NTS 3 at 12 42594 B str , HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 6 BETWEEN FLATS MAX, SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68" OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48"X 96" OR MAX. AREA = 30.28 SQ. FT. ELLIPTICAL MAX. SIZE = 96"X 47" PitoDucr uNEwaD FAN OR MAX. AREA = 31.99 SQ. FT. $ Acceptance Nod — ! 12 • !Q MAX. SIZE = 96" X 47" EYEB Exor om 21 J9 OR MAX. AREA = 24.47 SQ. FT. MAX. SIZE = 96'X 48" sy OR MAX. AREA = 31.99 SQ. FT. � �._,,,� 98114" FRAME O.D. O � 96" MAX. °- A 50 1/4" / " / • FRAME 451/4 / racauuc1• kLv&b .... / a complying w" The Plarwo O.D. MAX. aswbg / Ne 0 .. �$. qg � DLO MAX. HALF CIRCLE MAX. SIZE = 96"X 48" 931/4" MAX. DLO OR MAX. AREA = 25.13 SQ. FT. TRAPEZOID RECTANGLE MAX. SIZE = 48"X 96" MAX. SIZE = 48'X 96" OR MAX. AREA = 31.99 SQ. FT. NOTE: OR MAX. AREA = 32.00 SO. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Revsd8. ftwd W Vatm 79„ 1070 TECHNOLOOYDRIVE INTEGRAL FIN ELEVATIONS FX 414107 8 ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE NOKOMIS, FL 34275 parer F lG 12115W NO CHANGE THI SHEET P. Box 1519 ALUMINUM PICTURE WINDOW, IMPACT Robert L Clark, P.E. 8r a cr, o r NOKOMIS, FL 34274 '{Visibly Better s a r � ° PE #39712 F.K 1 711403 I I I I PW-701 NTS 1 4 of 12 4259 -4 B I Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) j ® FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1116" LAM[ I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16HS, .090, 3116" HS) FTL -3850 WINDOW GLASS WINDOW "Y" DIMENSION "k' DIM. TYPE 28.500 34.000 39.500 45.900 46.500 48.000 49.000 A, B, C, D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 9.70 SQ. FT. 11.57 SQ. FT. 13.44 SQ. FT. 15.3 SQ. FT 15.82 SQ. FT. 16.33 SQ. FT. 54.500 1 A, B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80. -80.0 +80.0 -80.0 +80.0 -80.0 AREA 10.79 SQ. FT. 12.87 SQ. FT. 14.95 SQ. FT. 11.03 SQ. FT. 17.60 SQ. FT. 18.17 SQ. FT. 60.000 1 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +8.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 11.88 SQ. FT. 14.17 SQ. FT. 16.46 SQ. FT. 18.75 SQ. FT. 19.38 SQ. FT 20.00 SQ. FT. 65.500 A, B, C, D +80. fl - 80.0 +80.0 -80.0 +80.0 1 -80.0 J 80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 12.96 SQ. FT. 15.47 SQ. FT. 17.97 SQ. FT 20.47 SQ. FT 21.15 SQ. FT. 21.83 S 71.000 A, B, C, D +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 7 89. +80.0 1 -80.0 AREA 14.05 SQ. FT. 16.76 SQ. FT. 19.48 SQ. FT. 22.19 SQ. FT. . FT. 23.67 SQ. FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 79.3 +78.0 -78.0 +76.8 -76.8 B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ. FT. 18.06 SQ. FT 20.98 SQ. FT. 23.91 SQ. FT. 24.70 SQ. FT. 25.50 SQ. FT. A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 PIkODUCi' "HEWED 82.000 as complywg wk h tree Ftoo" B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 ou;aiag Co& Ampt AREA 16.23 SQ. FT. 19.36 SQ. FT. 22.49 SQ. FT. 25.63 SQ. FT. 26.48 SQ. FT. 27.33 SQ. FT. EIP6,40 mo ; z � A +80.0 -80.0 +80.0 -80.0 +78.0 78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 SL u 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 WNW= B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 _ AREA 17.32 SQ. FT. 20.66 SQ. FT. 24.00 SO. FT. 27.34 SQ. FT. 28.26 SQ. FT. 29.17 SQ. FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 tleuocr tr;Ewwo B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 " 1e cep AREA 18.41 SQ. FT. 21.96 SQ. FT. 25.51 SQ. FT. 29.06 SQ. FT. 30.03 SQ. FT. 31.00 SQ. FT A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ. FT. 22.67 SQ. FT. 26.33 SQ. FT. 30.00 SQ. FT. 31.00 SQ. FT. 32.00 SQ. FT. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. r• UPDATE DESIGN PRESSURES PERASTM E 1300 -02AND NOTES. 1070 TECHNOLOGYMW FLANGED UNIT DESIGN PRESSURES 0 R K 4407 B CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. NOKOMIS, FL 34275 Y. aev wes ALUMINUM PICTURE 1NINDt?V�/, IMPACT F.K 11115/03 A ENOTE 1 ANCHORING WITH #12 SCREWS P.O. BOX 1529 pn„,„ p !mod wee NOKOMl3, FL 34274 j111,j gel s sn �" PE #39712 F.K 7114003 PW-701 NTS °° 5 a 12 4259-4 B structural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) FTL -3835 B. 7/16" LAMINATED GLASS (3116 "HS, .090, 3/16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A,.090,3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3116HS, 7116" SPACE, 7116" LAM[ (3/16HS, .090, 3/16" HS) FTL -3850 WINDOW GLASS WINDOW "Y" DIMENSION "x' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A, B,C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 9.70 SO. FT. 11.57 SQ.FT. 13.44 SQ. FT. 15.31 SQ. FT. 15.82 SQ. FT. 16.33 SQ. FT. + + + + a.a 54.500 A B C D 80.0 -80.0 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -8 f / 9 AREA 10.79 SQ. FT. 12.87 SQ. FT. 14.95 SQ. FT. 17.03 SQ. FT 17.60 SQ. FT. 18.17 SQ. FT. 60.000 A, B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 + 80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 11.88 SQ. FT. 14.17 SQ. FT. 16.46 SQ. FT. 18.75 SQ. FT. 19.38 SQ. FT. 20.00 SQ. FT. 65.500 A, B, C, D +80.7 +80.0 70.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 12.96 SQ. FT. 15.47 SQ. FT 17.97 SQ. FT. 20.47 SQ. FT 21.15 SQ. FT. 21.83 SQ. FT. 71.000 A, B, C, D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 14.05 SQ. FT. 16.76 SQ. FT 19.48 SQ. FT. 22.19 SQ. FT 22.93 SQ. FT. 23.67 SQ. FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 PRODUCT RENEWED B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 as compl with the Rod& AREA 16.23 SQ.FT. 19.36 SQ.FT 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SO. FT. B ecepwnceNo - Ji • t 0 A �[[� A +80.0 -80.0 +80.0 -sa. +78.0 -78. +7 -7 +68.4 -68.4 +67.0 -67.0 Expiration Dat vi,. -(� 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 75.8 M Irmund 13,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 Division AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0�� ara ta»api�g tt�t tine lltt W AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 4- COME t 13,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. Rffsa Dom: Revue Desalpaax Rawd er. ° UPDATE DESIGN PRESSURES PER ASTME 1300- 02ANDNOTES. 1070TECHNOLOGYDPJVE INTEGRAL FIN UNIT DESIGN PRESSURE'S FIG *W07 B CLEAN UP TABLE DESCRIPTION AND HEADINGS. NOKOMIS, FL 34275 7ft DaW ALUMINUM PICTURE WINDOW, IMPACT F.IG 12/13!03 A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS P.O. BOX 1526 saw xsr Robert L Clark, P.E. x o,, By; Dare Qm,*9d Dom: NOKOMIS, FL 34274 Visibly Better PE #39712 F K 7114103 PW - 701 NTS 6 af 12 4259-4 B Structural 13 13 2 2e784 �� 2.7Q�t'° 2 OUTSIDE RA 2 10 11 17 18 21 22 MAX. DAYLIGHT OPENING LF I MAX. WINDOW WIDTH 13 10 HORIZONTAL SECTION (FLANGE FRAME) 11 2 20 8 20 MAX. WINDOW 17 HEIGHT PRODUCT RFN-EWED� 18 as complying with the Morids ALONG Buitling Cate N 8 ALONG Acceptance No o& t t t 2. / D 8 ENTIRE Ex p ira tion Date 8 ENTIRE 21 INSIDE i� JOINT 2 JOINT �, Y � 22 Miaw � MAX. '° 2 DAYLIGHT ( 7 OPENING SCREWED CORNER ASST KEYED CORNER ASS'Y (FLANGE FRAME) $ >�DUCrteEVl�► WELD (FLANGE FRAME) ssc=wftI>wrmmW eeia�� csae 13 j# t � — �► ALONG ENTIRE 2 JOINT 2 VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) ftwd ftvsdS 1070 TECHNOt00Y DRrvE SECTIONS & CORNER ASS'Y, FLANGED FJC 414107 B NO CHANGE THIS SHEET NOKOMIS, Ft $4275 rase -- ALUMINUM PICTURE WINDOW, IMPACT FX 12115103 A NO CHANGE THIS SHEET P.O. BOX 1528 Robert L Clark, P.E. van" o . Date. NOKOMIS, FL 34274 v uibly Better � PE 1!39 FA 7114/03 PW- -701 FIAL 7 of 12 425" B sh9ftual ' 13 13 2.784" 1 1 2.784" 1 OUTSIDE 10 11 17 18 21 22 - MAX. DAYLIGHT OPENING 13 MAX. WINDOW WIDTH 10 HORIZONTAL SECTION 11 (INTEGRAL FIN FRAME) MAX. WINDOW 1 HEIGHT 17 s 20 8 20 18 ALONG `_ / - 21 INSIDE PRODUCrRENEwED as comptYiaB with the Fbrida 8 ENTIRE ALONG AaccWaaaNB ;V;— Z�.jD 1 JOINT 8 ENTIRE Ezpi,aB"a Daft 7 1 JOINT By I CL -�� a MAX. Mi node 7 7 v DAYLIGHT Division OPENING SCREWED CORNER ASS'Y KEYED CORNER ASS'Y pmeDU=ft-Am (INTEGRAL FIN FRAME) ��,�►��,. WELD (INTEGRAL FIN FRAME) C� / 9 1 � ALONG 8 ENTIRE 8 JOINT 1 1 VERTICAL SECTION WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ( INTEGRAL FIN FRAME) RwAsbrw 1070TECHNOLOGYDRIVE SECTIONS, INTEGRAL FIN l O� FX 414107 B NO CHANGE THIS SHEET NOKOMIS a 34275 ML mo 055. ALUMINUM PICTURE WINDOW, IMPACT F.lG 19J15103 A NO CHANGE THIS SHEET P.O. BOX 7623 L 3971 �, P.E. FX 12 t t NOKOMIS, FL 34274 Visibly Better s° od e � °i NO R8 " PE �t Clad F. 7114!03 PW-701 HAL 8 d 12 4253 -4 B stnctu,aa ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2.784" 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 11/16 LAMI I.G. GLASS BEAD 2.500" 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER I l 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT •062" DOW CORNING 995 SILICONE STRUCTURAL SEALANT, .077" 15 BLACK 7/16" LAMI GLASS: 3/16" ANNEALED -.090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED MAIL: 6063 -T5 18 OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED -.090 DWG NO. 4256A DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090 as compbingwRit tut 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM Buidi"gCimie PVB INTERLAYER - 3116" HEAT STRENGTHENED Acceptance No b — . 1(r Expiration Date (� 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED yg , a ti OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT 22 STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX Q KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED MgDUCr UVWD .970" —1 .346 ---1 r-- 1.875" p o me >F�tut a a Ob .050" .975" .975" .050" .062" 2.784" ITEM 10, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 MA PL: 6063 -T5 MAT'L: 6063 -T5 DWG NO. 4255 DWG NO. 4254 DWG NO. 4253''" 1070TECHNOLOGYDRNE EXTRUSION PROFILES &PARTS LIST F.X 414/07 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 Taw O� FX r• 12/15103 NO CHANGE 7HIS SHEET P. BaK 1528 ALUMINUM PICTURE WINDOW, IMPACT Cla P t ray t Clredred t» NOKOMIS, FL 34274 Vmibly Better �" a °ENO R " / X712 F.X 7114103 PW-701 H& 9 of 12 4259 4 B sat,cauai WOOD ANCHOR WOOD ANCHOR (SEE NOTE 2) ® (SEE NOTE 2) 1/4u MAX. 1 /4" MAX. 114" MAX. SHIM SHIM I � SHIM .131" DIA. MIN. ° � x 2 1/2" NAIL, T 1 318" MIN. T 1 318" MIN. T AT CORNERS c� AND 5" O.C. ®EMBEDMENT A EMBEDMENT WOOD BUCK OR FRAMING 12x WOOD BUCK 2x WOOD BUCK INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B {SEE NOTE 3 FLANGED DETAIL C (SEE NOTE 3) CONCRETE ANCHOR CONCRETE ANCHOR (SEE NOTE 1) ,& (SEE NOTE 1) 1/4" MAX. 114" MAX. � SHIM SHIM puoiskjc:, ,ukmts ;kb as complying with the Florida • Raiding Code Acce p d 9=1112- ::' .• , :. ` ' : • • .4 . 4 j Ex !Tote ' SEE NOTE 1 FOR -�--- -- I'= �4 f -': • :.:. Q EMBEDMENT • 4•. `4: a' : • . •- SEE NOTE 1 FOR f •'. ,' 1x WOOD BUCK M�Dade • EMBEDMENT:' (SEE NOTE 3) a f •. A 3.5 KSI MIN. CONCRETE 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1 .5 KSI MIN. CMU NOTES: / fB\ - 1. FOR CONCRETE APPLICATIONS - ,USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8" O4, 9 MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4' MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 13/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4" MIN. �- 11x%sxt sy 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE- FLEX. Qd 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" 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 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE 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 TAPCONS MAY BE USED. �e Reel: vowwom - > 1070 TECHNOLO(3Y ORNE r• ANCHORAGE - HEAD , SILL AND JAMBS F.IG 414107 B REVISE AND UPDATE ANCHORAGE PER CURRENT FBC MWOMIS, a 34276 tw 8 R ALUMINUM PICTURE WINDOW, IMPACT ft FIG 12115103 A CHANGE NOTE 1 AND FASTENER SPACING P.O. BOX 1529 Ro L Clark, P.E. nm■m DAW gate: NOKOMIS, FL 34274 'Visibly Better 8e"pe4Aode Dn�heNa Rer PE #30712 F.K I 7114M I I I I I I PW-701 NTS 1 10 & 12 42594 B Btf mwmi s TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE pxwhftml w WINDOW "Y" DIMENSION WIND. uj U a 15.0" 20.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" "X' z ¢ 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. DIM. X Y X Y X Y X Y X Y X X X XY XY X X X X XY XY XYXY XY XY 0D M 00 N 00 d m 0p 00 Go to a 00 ee to r OD co r co 00 -. co \ M O \ N \ Go .. M N aD + M N \ M M ao +. 8 M \ M 49 " .0 O.C. M M O r . M r M O M r r M P P M r P M M M \� M P r M r P r r CO r %- r r N P N r N r N r N r N r N r N r 00 N r N r N r N r N P O N r O N P O N r N P N r N r r r N r r P N r r r N r N r N v 00 M 00 0 N 00 00 00 00 00 0 00 (O OD O OD to 00 O O �t 00 4t7 OD a N OD Lf� N 00 �fJ N 00 �t7 00 {n 00 O 54.5 " O.C. 137 v- ISIi O r r � r � 0) to P r 4A r r r r 4n \ M 9 \�\ M P r i r P r r P .1 N r N r N r a r n Q r a r N r a r o r Q r O r O r a r O a r o) Q 0 P Q a r O r O r o r v- r o r r P a r r P Q P O r a P 60 /� a O.C. N N N O N N 1 N r N Q3 N r N r N P 04 O " N co M N O - O t� j r N OD �y r OD j N N N spp N 10 j N N N {q N .11 r t" P P r r P co r r r r r r P r M W r O) P M O w r 1 'r- r P O r d) r r P r 0) � Q r r P a P �t st N st Q �F st A et CD d tD d M� m to � It d M O N tt M N d M N A M A M a 65.5 O.C. r r r o3 r r M r r r r M - M l) . M M r r M r r r� r r r r N r N r N r O r n O r O r N r O r 00 O r a r O r O r a r o) a r O O r 0 r co O r O r W r a P r r O r r P r W O P a T- (0 P N co P (O r N to r .1 �• \ to r \ to r \ to r �.�, (o r O 1y to tD r \ (0 Co C D r W \ (D r Co O N (D r N_ M N O m r O " 71.0 O.C. r r r (3) r r P P �` \. M �.. co �`' 8 n r t P I r " r r " n n P V" P n rM., r r r r r <N r r r r P r r r r r P P P r r r CA to r P P o) Q Q Q r r r r �J (A v r r r I r O r 00 I r r r m st M _ M O �F (� N r V M d et M d M st (� eY M tp d (�7 to M sh M CO P d M r r r V" N r V' M N r v \ -. N r v- N 'd c�5 (y '1--. N 76.5" O.C. a r r r r P r O r p O r a r N r O r 00 a r O r O r O r a w a r Q O r C) O O r O a r P Q r t- r O r r a O r O to r N (o P CD P t (o r to r (o r to r (D r a to r w CO r �• .'� tD r \ �. \ N tD P \ \ \ O \ \ 82 p /� .0 O.C. r r r r P O r r r 'r' r r r - r P W r r r P r r r r r P r P M r\ - M O r '�•�. (� co P r r- r r r O r r r M r P r r (r} r M N r r r N P M N r r r r r r P r r r Q r r r r r P r r Q r P Q Q O r P Q v- r P r Q P Q r r 3A OD t j 00 437 00 lt) N r 00 4A 00 M 0D 4!) to CD ` 00 437 CO co O r . r LD co to r + r ti) P . N r co r th N tD ^+ N P t4 �• N r' M N a N a 87.5 O.C. r Q r v a P r r r r r r r n M M t� r M n P r r P r n r n r n n r P r n r r r` N r T T a T Q P r Cl r 0) O (n O r a OD O r to 00 r O r r O v 00 a r 00 0, N M 0 It) N M 4� 0 4C) 0 r 0 3A Lo tt to �.. 0p 4t' ( 0 to �.. co is 0O N v 0000 1t) N r N r 0D N 0 r. N N a 93.0 O.C. a (7 r r v- w r r r P P P O M M Mar P r r O r r 4 - I 01 t \ ... V.- r O r r P r, r r r r N P r r O P P O r r r r r a r r Q O r () r r co r r r r r P r r 0 O r N co (D N 00 CO N N N N m N a .0 96 a O.C. N r r N r O P N r r N r N r m r r r N r r r r r r M r (� N r M r r ( ` n r r r P r (j r r - n r r r .z n P iz n N r v' N P O n N P v- QO O W O O) 00 O co v- r a 00 v- 00 O 00 NOTES: T 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: 44V" MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2" FROM CORNERS L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: {- -.--- "X" DIM. -- °0 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. wd Or. Daft pxwhftml 10M7ECHNOLOGYDRIVE NOKON/S, FL 34275 P.O. BOX 160 MWONIS, FL 34274 ANCHORAGE, WOOD SUBSTRATE ;WRY. FK Da 419107 B NEW SHEET � � rmx ALUMINUM PICTURE WINDOW, IMPACT Gw. 3a: Ream: Vkribly Bette. sarte"asa PW-701 flame NTS 11 -f 12 as gAta 4255 -3 Rey: B mm Br F.K Dxw 7114M Date ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED ReWass 11,09P Ct" 1: e with the Mrida ag Aemptaace No 6 - f l 2. t® EsPlralloa Da e _21 1 t�. Robert L Clack, P.E. PE #39712 structural ., TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: w WINDOW "Y" DIMENSION o 1. #12 STEEL SCREW (G5) 15.0" 20.8" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46,5" ,48 0" WIND. n 2. #14 STEEL SCREW (G5) UK Q 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 1 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5 3.114' ELCO TAPCON DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X I Y X Y 4.1/4u ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON +� N W N W c' v W "t d W W (0 co CO co 00 CO W v 00 W 00 N N� Goo co n 49.0 O.C. (�+ � C�' Q M � t� v t� � r r r M r r C� r\\ r i` P) M\ m C9 �. to \ ti r C+3 r r Cr3 r r �. : W r r +. h r M N r N r I P V_ r � m V_ I CA W eN W CA V O V_ � ice• CA 04 CTS c%1 (A r- W V_ 04 r r W r r r e P r r V_ W N .... W co �.. N W N -.,. W .,. co ,.. N CO .., N W ma 55 W .... N m r W "` L{7 m r W "+ W r c o CD .,.. W � c r C o �... CO �.. W t� N r CO tC N r 00 \ .� - D W N C 0 N 54 a .5 O.C. t[7 O r . r . O �. O r CO 4[7 O r N 0 Z... CO O r W �.. W 0) W O r W r r O r r O r r r C(S '^.� (� O \. (+4 O \ (+s r i- r co O r r O r r r.. W O r O r r f• r f, O r r O r r V_ r r r r r r r r r W r CTS r CA r r r r r r 6 /� a O.V. N N r N O O tC) N r N N r 0 tf) V r N \ a r O An 0 N CA W r N r N r W Cr0 ^.. N trU \. N -� C t 0 N r 0 i.., Q W co W N T co r. d' r CO !n N r N r N r 0.0 r r r r CA m r cm 0 co r co 0 r r r r r r M rn r M Cr) r C'7 rn m W 0 r r r m W O r a $ t M tt M O '�i !� Z! d M N r m �. ""' et M �` m `� st Ch m "• r et co .r st C'7 r m "`. m r ' st M m � sl M m r m "`. "" et M r st M r m '^^• `` u) 'th Ch N r M N r m '\ I t3 N C N C 65.5 O.C. r r tp r r 0 O O) r r r 'r t' r r r r r r O V_ i. O r r O r m O r N r T CO W O r W r 00 O r r " r.. O r O r r (. O O r O O r CA r (m W O O r r m W O r r r O r r r (fl r Q r Q r v N co N N m . m � m v W m W m vw W m W m W N N m co � 71.0 O.C. •- r r ti r cP r r'S r i, O rn i,. r r r (r3 (r) r- M � C}) r- r'` r r r m io N W W i CTS O m r 0 m W 0 r (p CS3 r r r co r' O � r r r ! r r r r r r sh d d N st 'a m m st 9 , d A m m sh m m r d \ M r N � 0D \ n N r d M N v C%4 v a 76.5 O. O O O CO O � C7) CO O W r O O r� .r O M �� m V _ W r \ Cn r O r m W V_ IM O m r. rn r r W W h Cf3 Cn CA r r "g yuh lk thr pioemo Bldg Cale 1 11 et Ne b-' 2• m r 04 04 m r N m r N v m . . m r t m r m r m m m r m m r CO W N m r N oD zt :g m r " O.C. r r r O O r r r M r r A O O CO - r r r M r ( C7 1 co r r- r r r r (7 W M r r r r (`- �- th N r r r N r ��82.0 e r r W W r W W r r T . r r O O r r tTf m r m co W r r u) h co r r 1 i7'4 W (y 0 m N ` 0 1L) N m r` C 6f) . \` m a to m r 0 W r " 0p m r W \` CO W W m te m ` ' t m r o W r ` m CO `� W m N r O irT r . .d r m N o u7 N a 87.5 O.C. r r +. ti r r h•. r r iz CA Q te a r r ( r r r '`- (;+ r ps M 0 N» r r 0 i` J N ti r r 04 T_ r` r 04 CA m r C4 04 r CO W r W W r CM h• O C r m Q O m r m m 0) r m ° O r r _ r r �,() r' co r a CD N 0 O r (y W N . CO CO `` co O0 r C tt) r C tf) r m ` Goo m M m . �" r r co CD N W N ,,� d) N co V7 N 93.0 O.C. r r r Q r r r p) CA Ch r r r M C') t"3 r CA r r_ CTS th r r V _ r V.. r m 0) O CTS _ r O) W _ r rt) W _ r _ r _ r L(y f+ _ �- R N W N N m st st m N N m N m (O CID � m N "` N "`• OD m r a comp s6 E'RUi�'l8� Wl4l! the !tea 98.0 �+ O. Ci. ..,. r +.. (') •,, `` r r 1~► r N -�•, r r n Q O -., r r ^�. r r M r c r m r (•) r r N r r r m W � P- N r to r h csi aN- Bqi� C ti 0) m W W 00 m i , o m a , co 0) W 00 r r r r W i ` co 9 Bar NOTES: g T 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: " MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 112" FROM CORNERS L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: (-+-- "X DIM. - -� FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. 1070 7ECHNOLOGYDRIVE NOKOMIS, FL 34275 P ANCHORAGE, CONCRETE SUBSTRATE >xw ALUMINUM PICTURE WINDOW, IMPACT / R c F.K. Clark. RE Re�� W 4 4/07 8 NEW SHEET ROME P.O. BOX 1529 NOKOMO, FL 34274 PE 1/39712 Structural V'isi'bly Better � NTS 1 12 a 12 0 w 4259-3 � B 'K °� °J i" d ° PW !!�1!l111J MIAMI DADL COUNTY, FLORIDA mukm L'l'i'�IIY MMO -DADB FLAG= BI3&MG BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FL b STREET, 3 :1603 PRODUCT CONTROL DIMON 75 -2901 FLORIDA 33130 -1563 (305)375 -29(11 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE 1tNOA) www buildnnl c�odeanLne.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is taring 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 (AM. 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 AM (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 inew the expense of such testing and the MU 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 faiils 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 Rwricane Zane. DESCRIPTION: Series Y'% Heavy Wall AIm ft m Tulin Clipped. MullioD-L-KL APPROVAL DOCUMENT: Drawing No. 6221, tided. "I" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04128M, with last revision on 05rXM, prepared by PGT Industries, signed and sealed by Robert I.. Clank, 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's � of 1090, city, state and following statement: "Miami -Dade County Product Control Approved", unless ctherWise 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 Mian"ade County, Florida, and followed by the expiration date may be displayed in advertising literature. N 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 inspe t on at the job site at the request of the Building Official. This NOA renews and revises NOA # 044528.05 and consists of this page 1 and evidence pages &1 and E-4 as well as approval document mentioned above. The submitted station was reviewed by Jaffe D• Gascony P E. �, NOA No 06.OIUX 0 o d Epp Date: June Z8, 2011 .l Oa Approval Date: July 20, 2006 Pap 1 PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 04!28!00, with last revision on 05/30106, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (- configuration} 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fl`L -2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 0411528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC. TAS 203 -94 along with installation diagram of a pair of fixed alum windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion. Prepared by Fenestraarion Testing Laboratory, Inc., Test Report No. FI'I.-2903, dated 01105/01, signed and sealed by Antonio Acevedo, PR "Submised under NOA # 04-M&05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, Per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0100 configuration) mulled together with a Ix 2 x I le wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submftd under NOA # 1140528.05" C. CALCULATIONS L Revised Anchor Calculations and structural. analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30106, signed and sealed by Robert L. Clark, P.E. ��� Jte D. Gaon, P.E. CIW, Product Control DWMan NOA No 86412507 Expiration Dote: June 2% 2811 Approval Date; July 28, 2006 E -1 PGT Industries Nou OF ACCEPTANCE: EVIDENCE SUBNIIrm D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO)- E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 20061, signed and sealed by Robert L. Clark, P.E. G. OTHER L Notice of Acceptance No. 04. 0528.45, issued to PGT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07115/2005 and expiring on 06125/06. 3a� D. Garcon, P.E. ChK Prodad Control DM&u NOA No 06-0125.07 F,xpi mflm Date: dine 28, 2011 Approval Date: July 20, 2006 E -2 ANCHORS DETAIL "B'; ANCHORS DETAIL " B " . ANCHORS DETAIL A C „ » OR D „ AT BOTH „ "C” OR "D” AT BOTH ENDS AND AT BOTTOMS ANCHORS DETAIL "B”, 2 ENDS AND AT BOTTOM "C" OR "D" BOTH ENDS ANCHORS DETAIL A / ANCHORS DETAIL "B", H MULLION "C" OR "D" BOTH ENDS �/ 1 2 H �� H = H 1 +H2 MULLIONS H / MULLION (1) WINDOW MULLED Wf ONE ABOVE MZ MULLIONS �/ �/ FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES M4 ON PAGES 5, 6 & 7 / MAX OPENING = H OR 111+112 w1 W_ / 3 - ` / MULL LENGTH = W W = W 1 +W2 H= H 1 +H2 W= W 1 +W2 +W3 ,L2) WINDOWS MULLED H = H 1 +H2 W = W 1 +W2 WZONE ABOVE MULTIPLE WINDOWS MULLED L22 WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE WfONE ABOVE FOR DETERMINING MAX ALLOWABLE �N DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES I ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 Ml) MAX OPENING = H OR H 1 +H2 ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 � MYOp MULL LENGTH = W OR W 1 +W2 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = H M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = W OR W 1 +W2 +W3 MULL LENGTH = H1 M4) MAX OPENING = Wl +W2 OR W2 +W3 NOTES: MULL LENGTH = H 1 1. THE 33 113q STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3, 5, 6 AND 7 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS Revsd .. Dot : Revisions: 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. �- F K 5,3 %6 D ADD NOTES 5 & 6 evsd By: Dat : Revisions: ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 F. K. 515/06 C ADD TECH. REFS. ANSI1AF &PA NDS -2001 FOR WOOD CONSTRUCTION / Drawn W. Date: ADM -2000 ALUMINUM DESIGN MANUAL INDUSTRIES P.J.P. J 41 28100 F"T 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE — Description: ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY , HEAVY WALL, ELEVATIONS HURRICANE ZONE (HVHZ). Vob � 1070 T ECHNOLOGY DRIVE Ta e. 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS NO fL 34275 ALUMINUM TUBE CLIPPED MULLION ® TO THE STRUCTURE. L: Clark, P.E. A0. BOX 1529 ' ser^ea /Moser. scare: I sheet Drawing No. Rev: PE #39712 NOKOMIS, i2 34274 MULLS NTS 1 of 7 6221 D Structural PGT 1x MULLION OR 4" #12 FH SMS #12 FH SMS 1 " MULL= STAGGERED ON STAGGERED ON MULLION CLIP. CUT OPPOSITE SIDES PGT 1x MULLION O R 4" OPPOSITE SIDES (SO AS NOT TO SO AS NOT TO FLANGES OFF CLIP MIN INTERFERE WITH TO FORMA WOOD BUCK INTERFERE WITH '-•-- — � "U" CHANNEL AND EACH OTHER ) REMOVED TO WOOD MIN. EACH OTHER) INSTALL AS SHOWN 21(Typ) 1 q p+ SEE NOTE 3 CONCRETE J BUCK — — SEE NOTE 3 18(7YP) — --- 28(TYP)1 TYP MASONRY ANCHOR PGT Ix MULLION #12 SCREW, • SEE NOTES 1 & 3 — — — = SEE NOTE 3 SEE m �; ' ; ; < .. SEE r `` NOTE 1 `'' ' .. • ' a . ° NOTE FOR 1 " MULL �, , . .: ' . '.:.. ... TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A TYPICAL MULLION TO STRUCTURE WITH WOOD t 2 O R 4 #12 FH SMS STAGGERED BUCK REMOVED FROM CONC.. DETAIL "C m p PGT 1x MULLION ON OPPOSITE SIDES (SO AS NOT TO INTERFERE OR 4 "� #12 FH SMS STAGGERED ON WITH EACH OTHER) OPPOSITE SIDES (SO AS NOT SEE NOTES 2 & 3 MIN. SEE NOTE 3 TO INTERFERE WITH EACH OTHER) — — i MIN. SEE NOTE 3 BUC 28(TYP) 11(TYP) q O SEE NOTES 2& 3 28(1 TYP) - ANCHOR EMBED. �— 18 f o © (TYP) MASONRY ANCHOR, SEE NOTES 1 & 3 SEE NOTE 2� . �- ,, . < '�. ,• .. �. :•• _ rte• . • :' •'; SEE A PGT 1x MULLION— NOTE 1 rucr .;:: ' • . ' •, • as +� die TYPICAL, MULLION TO STRUCTURE WITH WOOD BUCK NOTES: WOOD BUCK DETAIL "B _111111 r TYPICAL MULLION TO STRUCTURE WITH 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE - WOOD BUCK AND CONC.. DETAIL "D " arww ' COUNTY APPROVED ELCO 114" TAPCONS OR 114" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE ';:.. r = =, _ ; ,' ; * " ' :' •' �'' ; • : '» IS 2 112" MIN. EMBEDMENT- TAPCONS 1 114': CRETE —FLEX 1 314" NOTE 1 .::; '. °.:::: '. :::.;'�::"::•:: �" � y; .: 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 114" TAPCONS OR 114" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 112" " 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL— Row &y Dat : Revisions: TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING F.K. 5j3 %& D- MODIFY NOTES 3 & 5 Dat Revisions: (MINIMUM OF 2 SCREWS PER CLIP) F.K. VVO4 C ADD EMBED. DETAILS 5. IMPORTANT QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL Drawn By. Dote: REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO INDUSTRIES P.J.P. 4 28 00 Description: CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL 1 " HEAVY WALL, CLIP INSTALLATION DETAIL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS 1Q 7t #1e APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. X Robb e N OKOMIS, FL 33 427 ALUMINUM TUBE CLIPPED MULLION 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. t L Clark, P.E. P.O SOX 1529 5ertes /Modeh Scote: Sheet omwi„� ao. Rey: PE #39712 NOKOMIS, FL 34274 MULLS NTS 2 of 7 6221 D Structural b -� CL � L A/2 3 M1N. TYP. $ MIN JMIN. TYP. ---� SHIN. SHIN. gMtN. TYP. 4MAX. f F + (D + 14MAX. 14MAX. 14MAX. 132 + 5 I 1 3 2 3J 13 4 1 166 + + Q 3 TY,p. 14MAX. 14MAX. + + + 4 MAX. � I— FL A/2 J MK_rLA--J J MIN . L A 1 " MULL CLIP � (CLIP TO OPENING) 1 EXTRUSION DWG 111099 O TWO (2 ) ANCHOR ® THREE (3 ANCHOR Q FOUR i44) ANCHOR @ SIX L6) ANCHOR LOCATIONS LOCATIONS LOCATIONS LOCATIONS 3 MlN. w>�uucf �E�Is 1 Al2 BMIN.TYP. 8M1N.TYP. 7 B.YP. � 2 (2)EQ. SP. @ (4)EQ. SP. @ 16 W AA i 8 I (A- 314)1 (A- 3/4)14 + +p + (+p + + 4� 3 MIN P/W-FLA-J MlN A 3 MIN. 1 LIP " ULL 8 8 8 M C W/TABS REMOVED Q ONE (1 ANCHOR © TWO (2,) ANCHOR THREE (3) ANCHOR � FIVE (5) ANCHOR (CLIP TO MULL) LOCATION LOCATION LOCATIONS LOCATIONS EXTRUSION DWG 1 1099 NOTES: TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS CLIP LENGTH CHART Revsa ay: Dat : Revisions: FOR 1 x MULL 1. IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR F K. 5,3 %6 D —NO CHG THIS SHT PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY evsa Oc : Revisions: OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON F.K. 55/06 C— REDRAW, ADO OIM. &NO MULL SIZE ,A, 1 x 2 x 3/8 1 3116' SHEETS 5, 6 AND Z FIND THE CORRECT MULL SIZE AND Drown By. M,5/00 PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ��'_ INDUSTRIES P.J.P. 1 x 2 3 x 3/8 1 15116 Description: 1 x 2 314 x 21/32 1 3/8 2. 318 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION 1 HEAVY WALL, ANCHOR LOCATIONS SHOWN AS MAX. ,-' G Title.. }� 1 x 4 x 3/8 3 3/16 S 1070 TECHNOLOGY DRIVE ALUMINUM TUBE CLIPPED MULLION 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. NOKOMIS, FL 34275 Robert L. Clark, P.E. Series /Model: Scale: Sheet: Drawing No. Rev: PE #39712 NOKOMIS, FL 34274 MULLS NTS 3 of 7 6221 D Structural 1 ' 8 3 1 8 8 g 4 1 3 3 8 8 4 32 4 3 3 4 8 4 2 11 2 1 4 16 PMUC'P RENEWED (bdo ft=mpbftwftdmF1wWs Siddhg K. Ix HEAVY WALL MULLS MAT'L: 6063 -T6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd 8y Dot : Revisions: F.K. 5130/06 D —N0 CHG THIS SHT e . Dot : Revisions: F.K. 515/06 C —N0 CHG THIS SHT o Grown By: Dote: -•--' INDUSTRIES P.Q.P. 4 28 00 Description: NOTE sae NoiCOMIS, R. 342775 5 " HEAVY WALL, MULLION PROFILES 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r' U ' 1070 TECHNOLOGY ALUMINUM TUBE CLIPPED MULLION S /obert L. Clark, P.E. Series /Model: Scale: Sheet: Drawing No. Rev: PE #39712 P.O. BOX 1542 MULLS 1 �/ 4 7 6221 D Structural NOKOMtS, F2 34274 /� of �I a CHART 2. -1 x2.75x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 Vertical Mull CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A OPENING (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B Muil Multiple Mulled Units CLIP TO (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B Length MULL 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 �Opening� Mutt 48 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 Width Length y 50.625 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 W 54 166 170 147 170 135 165 126 153 121 146 119 142 118 14'1 118 141 118 141 118 141 Horizontal Mull v 60 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 1 92 92 1 92 92 92 Z 63 131 131 112 112 99 99. 90 90 84 84 80 80 77 77 76 76 76 76 76 76 Opening Z 66 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 1 Opening Width t 72 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 Width z 76 73 73 62 62 54 54 49 49 45 45 42 1 42 40 40 38 38 37 37 36 36 L » � 78 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 M g -j 84 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 Length J 90 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 96 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 108 25 25 21 21 18 18 16 16 - - - - - - - - - - - - 111 23 23 19 19 17 17 15 15 - - - - - - - - - - - - tmt=mmEw= NOTES: CHART 1. - 1x2x.375 Ace ,rp -ai s0� QTY. & TYP. OPENING WIDTH IN INCHES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. ANCHOR 50 60 70 80 90 100 110 120 130 160 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. OPENING (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 CLIP TO 4. ANCHOR TYPES. A. ELCO 114" TAPCONS, EMBED. (1 114') OR MULL © (1} B {1) B (1) B (1} B (1} B (1) B (1) B (1) B (1) B (1) B 114" SS4 CRETE —FLEX, EMBED. (1 314") 42 155 142 134 130 130 1 130 130 130 130 130 B. # 12 SCREWS N 48 129 1 116 107 102 100 99 99 99 99 99 1 5. SEE ANCHOR SPACING DETAILS SHEET 3. = 50,625 115 100 91 85 82 80 80 80 80 80 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 0 54 94 81 73 68 64 63 62 62 62 62 R 8y Daf : Revisions: 60 67 58 51 47 44 42 41 41 41 41 F.K. 5, /06 D -NO CHG THIS SHT Z e Dot : Revisions: 63 58 49 44 40 37 35 34 34 34 34 F.K. 5,5/06 C - MARKED REVISIONS N 66 50 43 38 34 32 30 29 28 28 28 Drawn By: Date: Z 72 38 32 29 26 24 22 21 20 20 20 �— INDUSTRIES P.J.P. 4 28 00 _j 76 32 27 24 22 20 18 17 17 16 16 " � 78 3 0 25 22 2 0 18 17 16 15 15 - � � �� T 1 . HEAVY WALL, PRESSURE CHARTS 1 & 2 :3 84 24 20 17 16 - - - - - - 1 0 NO OMS 4275 ALUMINUM TUBE CLIPPED MULLION 90 19 16 - - - - - - - Robert Clark, a.� / Mode A.O. BOX 1529 ^� h scat: Sheet: Growing NO. Rev 96 16 - - - - - - - - StnctQral2 NOKOMIS, FL 34274 MUL LS NTJ`' 5 of 7 6221 S CHART 3. - Ix2.75x.S50 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A OPENING {3) B (4) B (3} B (4) B (3) B (4) B {3) B (4) B (3} B (4) B (3) B (4) B (3) B (4) B (3} B (4) B ( B (4) B { B (4) B CLIP TO (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 50.625 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 w 54 152 170 135 155 1 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 V 60 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 Z 63 125 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 ? 66 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 72 106 108 92 92 1 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 Z 76 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 LU 78 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 —� 84 67 67 57 57 50 1 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 J 90 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 1 26 25 25 23 23 96 44 44 38 38 33 33 29 29 26 26 24 : 23 23 21 21 20 20 18 18 108 31 31 26 26 1 23 23 20 20 1 18 18 17 W 15 15 - - - - - - 111 29 29 1 24 24 21 1 21 18 18 1 17 17 15 15 - - - - - - - - *W NOTES. I 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. d_ 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. Multiple Mulled Units 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED. (1 114') OR Vertical Mull Horizontal Mull —T 114" SS4 CRETE —FLEX, EMBED. (1 314') Mull B. 1 12 SCREWS - -- Length 5. SEE ANCHOR SPACING DETAILS SHEET J. Mull Opening �1 ONLY WITH PGT INDUSTRIES PRODUCTS Length width TO BE USED 0 Revsd a�: Dat : Revisions: F.K. 5 >3 %6 D -NO CHG THIS SHT Opening Revsd f : Revisions: � Opening MUII Width F.K. 55/O6 C- MARKED REVISIONS Width Length Drawn By D INDUSTRIES P d•P• 4 Description: 1 " HEAVY WALL, PRESSURE CHART 3 1�'��d 6 Tifle: 1070 OMS, L 34275� ALUMINUM TUBE CLIPPED MULLION Robert L Clark, P.E. P.O. BOX 1529 Series /Model• Scale: Sheet: Drawing No Rev. PE #39712 NOKOMIS, FL 34274 MULLS NTS 6 of 7 622 D Structural CHART 4. - I x4x.375 4 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 1 50 60 1 70 80 9Q 1 100 110 120 .13a 160 CLIP TO (2) A (3) A (2) A (3)A I (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2} A� .431.,A .. {27.A (3) A OPENING (4) B (6) B (4) B (6) B 1(4)B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B B (4) B (6) B CLIP TO MULL A (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B ,(} S (5) B 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 1 170 170 170 170 170 170 170 170 1 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 w 54 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 = 60 170 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 Z_ 63 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 _z 66 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 s 72 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 0 76 144 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 Z W 78 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 j 84 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 J � 90 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 2 96 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 108 64 64 54 54 47 47 42 42 37 37 34 34 i 32 32 30 30 28 28 25 25 111 59 59 50 50 43 43 38 38 34 34 31 31 1 29 29 27 27 26 26 23 23 144 27 27 22 22 19 19 17 17 15 15 - - - - - - - - - - NOTES. 1. MAXIMUM ALLOWABLE PRESSURE IN PSF 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. Multiple Mulled Units J. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 114 " TAPCONS, EMBED. (1 114') OR Vertical Mull Horizontal Mull -7 114" SS4 CRETE -FLEX, EMBED. (1 314') MU/1 B. J12 SCREWS Length 5. SEE ANCHOR SPACING DETAILS SHEET 3. Mull Opening i Length Width TO BE USED ONLY WITH PGT INDUSTRIES PRODU CTS L Revsd a� Dot : Revisions: F.K. 5 >3 %6 p -NO C THIS SK Opening Revsd 7: Da Revisions: Opening_ MUI! Width F.K. 515/06 C- MARKED REVISIONS Width Length Drown Sr. Date. INDUSTRIES P.J.P. _ 4 1281 00 __ Description: Y .. C lark, I " HEAVY W ALL, PRESSURE CHART 4 Title: tO NOKOMS, .4 7 ALUM TUB CLIPPED MULLION r�r P.E. P.O. BOX 1529 Series /Model: Scale: Sheet No. Rev: PE '�!» 2 NOKOMtS, Structural FL 34274 MULLS NTS 7 °f 7 6221 D MIAMI• MMID MIAW DADE COUNTY, FIARWA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 1$0 WEST FLAW" STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 - FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (N" SD Whidows, I*. 3705 Sham Place Riviem Beach, FL 33404 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction Division and accepted by the Board of Rules and Appeals (BORA) to be used. in Miami Dade Cowry and other areas where allowed by the Authority Having Jurisdiction (AM This NOA shall not be valid afiu~r the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas odd than Hand Dade County) reserve the right to have tins 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 AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this mince, if it is determmei by Mami 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 bnrem, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: SDI Bay' mftw Clipped Ahmmmnm Tube Mum= — Lau APPROVAL DOCUMENT: Drawing No im, titled `Bay Winnow Aluminum Impact and Non - Impact Mullion", sheets 1 and 2 of 2, dated 06122101 with revision Al dated 01109107, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Maori Dade County Product Control Revision stamp with the Notice of Accepts= number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's nay or logo, city, state and following statement: "Maori -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 perfmmaace 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 11+liami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECT ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for.inspecuon at the job site at the request of the Building Official. This NOA revises and renews NOA # 014M03 and consists of this gage 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 06-101702. lay Rgkation Date: October 11, 2011 Approval Date: February 8, 2007 A Page 1 KD Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS ® 1. Manufacturer's die drawings and sections. 2. Drawing No 1064, Sheets 1 and 2 of 2, titled `Bay Window Aluminum Impact and Non- Impact Mullion ", dated 06/22/01 with revision Al dated 0IM107, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressum Test, per SFBC, PA 202 -94 _ 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 50" x 98" mulled together with an aluminum mullion, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL -01005, dated 01116101, signed and sealed by Vmu L Abraham, P.E. (SubmNed underprevion NOA #01-08X03) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2OD4, prepared by W.W. Schaefer Engineering & Consulting, dated 01108107, signed and sealed by Warren W. Schaeffer, P.E. 2. Engineering Structural & Anchor Calculations, prepared by W.W. Schaefer Engineering & Consulting, dated 06125/01, signed and sealed by Warren W. Schaeffer, P.E. (Submied under previous NOA #01- 0828.03) D. QUALITY ASSURANCE 10 Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS L Statement letter of conformance, dated January 8, 2007, signed and sealed by Warren W. Schaeffer P.E. 2. Statement letter of no financial interest, dated June 25, 2001, signed and sealed by Warren W. Schaeffer P.E. 3. Laboratory compliance letter for Test Reports No. HTL -01057, issued by Hurricane Test Laboratory, Inc., dated August 15, 2001, signed and sealed by Vinu J. Abraham, P.E. 4. Statement letter from manufacturer confirming that the product has not changed, dated January 9, 2007, signed and sealed by Vincent Conway, General Manager. G. OTHER 1. Notice of Acceptance No. 01- 082803, issued to KD Windows, Inc. f e KDI Bay Window Aluminum Clipped Mullion, approved 1 h d e 19/11/06. R+Iam�l P.E. hulad Control ivaA xo. 4i�.4z >W Date: oc"W x i, mi Approval Date: February $,1.04'! 4 i s. DPAWN SY: cHEM Sr. GENERAL NOTES: 5LW5 W.Wa pm 1. ALL PRODUCTS TO BE MULLED TOGETHER MUST HOLD A DADS COUNTY NOTICE OF ACCEPTANCE 1-to l AND MUST MEET THE REQUIRED DESIGN WIND PRESSURES FOR EACH APPLICABLE PROJECT. 2. THE LESSER OF THE MULLION ALLOWABLE PRESSURES AND THE WINDOW /DOOR PRODUCT ALLOWABLE PLAN VIEW TYP BAY WINDOW PRESSURES SHALL CONTROL AS THE FINAL ALLOWABLE PRESSURE ON THE MULLED UNITS. s (APPLICABLE FOR 2 OR MORE WINDOWS PER BAY) 3. CONNECTION OF WINDOW /DOOR JAMBS TO THE MULLION SHALL BE WITH SELF TAPPING /DRILLING SCREWS a EQUAL IN SIZE AND SPACING TO THE FRAME FASTENERS SPECIFIED IN THE INDIVIDUAL WINDOW /DOOR NOTICE OF ACCEPTANCE / SEE "DETAIL 1" 4. WINDOWS MAY BE FULL HEIGHT OR STACKED VERTICALLY WITH NO LIMITATION ON QUANTITY (ONLY LIMITATION IS THE OVERALL HEIGHT OF THE MULLION PER THE ELEVATIONS) 5. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). 6. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 40&P 7. ALL FRAME ANCHORS SECURING WINDOW /DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD —1/2 W1 FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. WINDOW FRAME WIDTH "W1" &,b 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE SECTION 2003.8.4. O o 3 a . uin to MULLION MULLION z a om� x i< g J J � R = o +h 0. aQ to z z $ W.< ° n GL UNITS MAY BE �' Q Via 1 m OPERABLE OR FIXED 4j WINDOWS OR DOORS g z AND MUST HOLD A HORIZONTAL �. w�° DADS COUNTY NOTICE GLAZED UNITS MAY BE MULLIONS UNDER Q OF ACCEPTANCE. OPERABLE OR FIXED SEPERATE m o � APPROVAL ca 00 m � cn WINDOWS OR DOORS CO U) z AND MUST HOLD A 3 41 1 DADE COUNTY NOTICE Z OF ACCEPTANCE. $ 3 tq n: .n / / O ELEVATION: SINGLE VERTIC I UNITS ELEVATION: VERTICAL STACKED UNITS > o ���� R� (SEE PLAN VIEW FOR WIDTH REQUIREMENTS) (SEE PLAN VIEW FOR WIDTH REQUIREMENTS) o� SHEU NO. MAY BE MORE THAN 2 UNITS STACKED VERTICALLY 1 of 2 M401 ew CJ+ECKm ay. L2X1.5X1/8 6063 -T5 �wsys ws 2 NO. 12 X 1 1/2" ALUMINUM ANGLE FRAME FASTENER. ,. emu+ SCREW SIZE SMS SCREWS PER �2� (LONG LEG IN MULL) CUP (MIN. 1 3/8 1/4" X 1 3/4" 1 & SPRING TO MATCH BAY WINDOW MULLION � EMBED INTO WOOD '� CONCRETE SCREW '�� THAT REQUIRED BY THE (SEE DETAIL) & MIN. 3/4" EDGE (1 PER CLIP) WITH j PRODUCTS INDIVIDUAL N.O.A. FOR FRAME TO DISTANCE) N MIN. 1 1/2" EMBED �' OPENING ANCHORS WFRAMEW /DOOR INTO CONCRETE & Jr, MIN. 2.1/2 is a a INTO CONC, CONCRETE EDGE DISTANCE �1 J2" �1/2" NO: 10. SELF NO. 10 SELF \ Z TAPPING /DRIWNG ' MULLION R TAPPING /DRIWNG MULLION (REF.) DETAIL 1 SCREW (1 PER CUP) (REF.) SCREW (1 PER CLIP) MULLION CONNECTION TO WOOD MULLION CONNECTION TO (TYP. WINDOW /DOOR TO MULLION DETAIL) 0 (TO MIN. 2X4 SOUTHERN PINE; G = 0.55) CONCRETE M (MIN 2500 PSI CONCRETE) L2X1.5 (REF.) CONCRETE SCREWS MAY BE RAMSET REDHEAD g° o OR ELCO TAPCONS OR HILTI KWIK -CON IVS) �o (RE I I I I N E 10 SCREW 0p Q� to ( 0 2x oAo 3 (no I I I I 3/4" 0.50 LOAD TABLE INSTRUCTIONS: to I I 1. DETERMINE THE REQUIRED DESIGN WIND LOAD PER ASCE 7. 1/ 2. DETERMINE THE MULLION SPAN L " . 3. DETERMINE THE WINDOW FRAME WIDTHS "W1 " & "W2 " TO BE MULLED TOGETHER. v 15 _w MAX. 4 a > - - 0_ 4. ADD THE TWO WINDOW WIDTHS TOGETHER AND DIVIDE BY 2 [(W1 + W2) /2] TO OBTAIN a m THE EFFECTIVE LOAD WIDTH OF THE MULLION. � /�, 5. ENTER THE LOAD TABLE WITH THE MULLION SPAN & LOAD WIDTH AND FIND THE ALLOWABLE WIND PRESSURE FOR THE MULLION. JYP. MULLION VIEW 6. CHECK TO INSURE THAT THE ALLOWABLE WIND PRESSURE FOR THE MULLION IS EQUAL z TO OR GREATER THAN THE REQUIRED DESIGN PRESSURE. 7. CHECK TO INSURE THAT THE DESIGN PRESSURE RATING IN THE WINDOW APPROVAL ALSO 0.50 MEETS OR EXCEEDS THE REQUIRED PRESSURE. oz I so 0.06 z 1 _ w 1 +W2 TABLE 2.0 z '� 1 W �- IMPACT RATED MULLION x� M LI�QN LOAD WIDTH DESIGN LOAD CAPACITY (PSF v p .w . (POSITIVE & NEGATIVE LOADS) N o z 6063 -T6 ALUMINUM -2 18" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-01100.0 9 3.7 a 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 70. 74.7 2 30" 100.0 100.0 100.4 100.0 100.0 100.0 93.3 86. .a 72.6 59.8 56.2 36" 100.0 100.0 100.4 100.0 93.3 84.8 1.8 66.7 60.5 49.8 46.8 Li 42" 100.0 100.0 100.0 88.9 80.0 72.7 66.7 61.5 57.1 51.8 42.7 40.1 F.WDUCT RE 6 48" 100.0 100.0 87.5 77.8 70.0 63.6 58.3 53.8 50.0 45.3 C 37.4 35.1 p 54" 100.0 88.9 77.8 69.1 62.2 56.6 51.9 47.9 44.4 40.3 33.2 31.2 AV--FftaW I� 2 W. 1 93.3 80.0 70.0 62.2 56.0 50.9 46.7 43.1 40.0 36.3 29.9 28.1 Ex t "'z 66" 84.8 72.7 63.6 56.6 50.9 46.3 42.4 39.2 36.4 33.0 27.2 25.5 >+ a 72" 77.8 66.7 58.3 51.9 46.7 42.4 38.9 35.9 33.3 30.2 24.9 23.4 Q 1 Dhb 1&ILLION J . 36" 42" 48" 54 60" NOTE: THIS LOAD TABLE IS ACCEPTABLE FOR MULLION END CONNECTION TO SOUTHERN PINE (G -0.55) wt N0. WOOD OR TO MIN. 2500 PSI CONCRETE. 1 064 A SHEET N0. j 1 2 OF 2 j R mukm" MIAMI -DADS COUNTY, FLORIDA . I MM MffrRavAnE FLAGLER BtmvnvG BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 NEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIMON NIIANII, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The submitted has been review by Mi ami- Dade County Product Control Division _ and accepted by the Board of Rules and Appeals (BORA) to be used in Miarnt'eraffi and oilier 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 Cool Division (In Whimi Dade County) an&or the AM (in areas other than W== 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 AM 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 IIigh Velocity Hurricane Zone. DESCRIPTION- Series FD-750 Outswing Aluminum French Door w/Rde*a —LM-L APPROVAL DOCUNMT: Drawing No. 8000 -11, titled "Alum. French Door & Side Liter, Impact", sheets 1 thrangh 11 of 11, prepared by the manufacturer, dated 12123/04 with revision B dated 10112106, signed and sealed by Lugs A. Turner, 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 Division. MYSSILE IMPACT RATING: Large and Small Missile Impact Runt LABELING: Each unit shall bear a immanent 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 revises NOA # 05-0419.03 and consists of tins page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0103.02 © ER*ation Date: February 24, 2010 Approval Date: March 15, 2007 Page 1 A PGT industries NO TICE OF ACCEPTANCE: EVIDENCE SUBNITTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8OW11, Sheets 1 through 11 of 11, titled "Alum. French door & Side liter, Impact", dated 12/23/04 with revision B dated 10112/06, prepared by manufacturer, signed and sealed by Lugs A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 Pressure,-.LeadingE TAS 202 -94 - 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-4921, dated (Y7/17/06, signed and sear by Edmundo Largaespada, P. E. - 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Su.bmtkied under NOA # 05- 0419.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -44 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 45214 dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on 1) Large Missile Impact Test per FMC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 - along with marked-up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) E. Product Co" rm*lff NOA No. 02 1"hvdon Date. Febraary 24, 2010 Approval Date: March 15, 2001 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBI W—ffM 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. M_ 4530 dated 02/14!05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 -- - - -- — -- ... - -- Ong with pup drawings anil instailatiort -d own o french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4311, dated 09101/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 7. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum outswinging ' french door, prepared by Fenestration Testing Laboratory, Test Reports No FTL- 4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared. by Fenestration Testing Laboratory, Test Reports No FTL- 4315, dated 09 /13104, signed and sealed by Edmundo Largaespada, P. E. (Submitted unclear NOA # 05 -0103.03)PGT Industries C. CALCULATIONS FBC-200 1. Anchor verification calculations and structural analysis, complying prepared by Al- Farooq Corporation, dated 12/15/06, signed and sear by Lugs A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Cade Compliance Office (BCCO). P .E. Product Control NOA No. 07- 0103.02 UpirationDate: Febroary 24, 2010 Approval Date: March 15, 2007 E -2 PGT Industries PTO_ '1'Ia 01 AMMAN -CE: EVIDENCE SUBNIIT D E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 0341827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03104/04 and expiring on 03104/09. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0415.13 issued to Soluda, Inc. for "'Vanceva Composites used for lamination of glass", dated 12111/03 and expiring on 12111/08. L Statement letter of conformance, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. • 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER L Notice of Acceptance No. 05-0419.03, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door and Sidelites-- L.M.I., approved on 06109/05 and expiring on 02/24110. jZ AR n Mallllel Produci Conhroi NOA Pia 07-4 .02 Expiration lute: Febrvw7 24, 2010 Approval Date: March 8, 2007 E -3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: t A. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAM] CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16" LAM! CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16" LAM! CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. NOA DRAWIN MAP E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). TOPIC SHEET F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE (3116" HS,.090 PVB, 3116" HS). GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 G. 7/6" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS........... 2 (3/16" A,.075 VANCEVA, 3116" HS). DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4 AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 5 (3116" HS,.075 VANCEVA, 3/16" HS). HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 2. DESIGN PRESSURES: TABLE 1, SHEET 3. EXTRUSIONS ................... 8,11 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-02. ANCHORAGE .................... 9 -11 A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300-02. 3. CONFIGURATIONS: X, O, XX, XO, OX, XXX XXO OXX 0X0 XXXX XXXO OXXX OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X. XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL -4312, FTL- 4315, FTL -4527, FTL -4528, rTL -4529, FTL -4530 AND FTL -4921. A ANSI)AF &PA NDS2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL Pl3ODWT RE UD as cmpliag xkk dw Florida 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY D .02 HURRICANE ZONE (HVHZ).,p � > Ceafrai Sr. Rwad DOW Rsvw0w CHANGE NOTES 1, 4 AND T. ADD VANCEVA k4MMYERGLASS TYPES FJC 32W A WW GLAUNG DETAILS TO SHEMAW DP T ABLES TO &MET 3 GENERAL NOTES AND DRAWING MAP ftwd W. 00w ReweAx ft Am 3LU to mDALmmTETDP & SorromRAL 107( m"JOLOGYDNVF F WOOS B REVISE NOTES 4 AND TADD NOTPB. At°1°""S, FL 34275 ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. BOX 1529 a�araroa"r sane �rrt �n Lucas A. Tum P.E. t4a"ms� DOW NOKOMS FL 34274 Visibly Better PE #58201 J� K !2/23!04 C.T. 4/8105 FD750 I FU4 1 d 11 8000.11 B Mechardcal 7/16" NOM. 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXIKEEPSAFE ,075" VANCEVA INTERLAYER MAXIMUM PVB INTERLAYER 3 3/16" HEAT STRENGTHENED GLASS /16" HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 90 .109 90 107 107 105 5/8" GLASS 105 5/8" GLASS BITE BITE EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK s 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 7/8" NOM. 7/8" NOM. 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS AIRSPACE AIR SPACE 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ .075 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 95 OR 96 97 OR 98 109 109 108 90 108 90 F 'XeDU 105 518" GLASS 105 518" GLASS ° BITE BITE EXTERIOR INTERIOR EXTERIOR INTERIOR SETTING BLOCK SETTING BLOCK GLAZING DETAIL GLAZING DETAIL 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER B Frc Bros A "tEt"srt ADD v^VA W &�az'` °W`"res GLAZING DETAILS Dedx 1070 TECNNOLOQYDRNE FA 10/12ms s NO cHaivW THIS sHEU nrotcoAns r-` 34276 ALUM. FRENCH DOOR & SIDE UTES, IMPACT rrevaa P.O. BOX 1628 —.-.. Lucas A. Turner, P.E. Dm m W. Gab: O odod . Deft MWOUM5 FL 34274 VW* Better � samec anoe nro Rw PE #58201 F.K 1214 LT. 4!6/03 FD760 FU 2 ar 11 80013.11 B Mechanical TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H A - 7/16" LAMI (3/16 "A,.090 PVB, 3 /16 "HS) FTL -4311, 4312, 4315 B - 7/16" LAMI (3/16 "HS,.090 PVB, 3 /16 "HS) UPGRADE FTL -4311, 4312, 4315 C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3 /16 "HS) FTL -4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3/16 "HS) UPGRADE FTL -4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3/16 "HS) FTL -4311, 4312, 4315 F - 7/8" LAMI I.G. (3/16 "T, 1/4' AIR SPACE, 3/16 "HS,.090 PVB, 3/16 "HS) UPGRADE FTL -4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/16 "H FTL -4527, 4528 4529, 4530 - H - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "HS,.075 VANCEVA, 3 6 "HS) UPGRADE FTL -4527, 4528, 4529, 4530 DOOR N a DOOR HEIGHT CONFIGURATION WIDTH 0 � $'-79314"' 7 -833X' 87 3/4" 91 314" 8' - 95 3/4" SINGLE X 3 37" AE +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 3' 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX 6 713/4" A,E 1 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 6 71 3/4" C,G +100 -100.0 1 +100.0 -100.0 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 SIDE LITE S a S IDE LITE HEIGHT CONFIGURATION WIDTH 0 � e .79 314" 7' - 83 3/4" 87 314" 913/4" 8 FULL JAMB O 3611116" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 m vm*iog with the Ffwwa 1 idiagCode ®� FULL JAMB O 3611116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 - is NARROW JAMB O 36 11/16 A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB O 3011116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB O 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 NARROW JAMB O 3611116" C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 NARROW JAMB O 3611116" D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 Ila � ma D FJC &ZW I A NEWSHT: WEALL MASS nMs Ca1MF=MTiON3 DESIGN PRESSURES D R ani 1070 TECHNOLOGY DRIVE FJC 1wl" B UPDATE TABLE 1 TOA67ME 13W-02 NOKOMIS, FL 3W6 Twx D'� ' ALUM FRENCH DOOR & SIDE LITES IMPACT . , P.O. BOX 1628 L Lucas A. 7usne�, P.E. vmm81: add [beaked Utz NOKOMIS, FL 34274 VrS�bs,' Better aswa+rtaft sa.rx 88ex DNa ikw PE 115$201 FJC 12123/04 LT. 4!8M FD750 NTS 3 ar 11 800041 B Mechanical �+--- 7313/16" MAX. WIDTH 110 5/8" MAX. WIDTH 1.0 145 3/8" MAX. WIDTH 95 3/4" HEIGHT ALL OX OR XO OXO OXXO (SHOWING EACH VERSION SIDELITE 37" 3611/16" 3611/16" MAX. WIDTH MAX. WIDTH MAX. WIDTH DLO ALL X �71 3/4° MAX. WIDTH MAX. 1 -- MAX. 1 DLO UNITS Of 7911W MAX. DLID ALL "ODUCTREWSM mempbft with the FkvMa enhol" 2010 � � i Cettar " PrmodW " Qm NOTES X O (FULL JAMB) O (NARROW JAMB) 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. t A $WWA D Lb.orfoeorc Fx amm " iJPaA7ESliEETRaFt3,NOTES2RND3 EXAMPLE ELEVATIONS 1070 TE[2iNOLOt3YDRNE � Pic Maw t3 NO LaNC 7W strlr N°KO1 "� F< 34V5 ALUM. FRENCH DOOR & SIDE LlTES IMPACT ft ew jrp� r a P.O. Bm 1528 Lucas A. Tumer, P.E. V w W- DSW Chmi faad D NOKMS, FL. 34274 y rs & Better aaeer aware tter PE #5=1 F.K 12P19/t74 LT. 4 FD750 NTS 4 e 8000.11 B Mechanical VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD P-EL JAMB SIDE LITE HEAD 4 61 fi 4 oR 7 23 6 5 ORIGINAL VERSION TOP RAIL B 8 21 ® 55 , ALTERNATE VERSION TOP RAIL _. ol Of Ay MAX. DLO MAX. DLO EXTERIOR INTERIOR EXTERIOR INTERIOR MAX. MAX. HEIGHT HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 56 ALTERNATE VERSION BOTTOM RAIL MODUCT RE VISED = empbiag Wm dW 8�te►dt�1 6 c e ( z e - 1 3 _ 7 2 ® 23 OR 24 VERTICAL SECTION C VERTICAL SECTION D NARROW AND FULL OUTSWING SILL JAMB SIDE LITE SILL I- ��'�✓� B Daher Rewoknw Fx 32 " Rowd8jr 1070 TEChGNOLOGYDRIVE m TjW VERTICAL SECTIONS F.1C 10112106 B REVrsF mwa sxowALraw4TE ' ToPANDBorroMRAIL Exmusm NOKOMfs. FL 34275 Deb: ALUM. FRENCH DOOR & SIDE t1TES, IMPACT P.O. BOX 1528 � l a=fw � � Lucas A. Turner, P.E. dinn er•' omw fxreelad Dale: NOICOM/s, FL 34274 Vwbly Better PE 1158201 F.K I lZ23/04 I LT. I 4OW FD7W 112 1 5 d 11 8000-11 B Mechanical OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE i I I I I i I I I `. J F `. .. J o i ♦ i J H 53 52 — — 26 20 105 2® SEE NOTE $1 1 82 G 6 - 5 2 9 NOTE ASSEMBLY HARDWARE OTY (3),11" --. SO FROM TOP & BOTTOM AND ONE AT MIDSPAN DETAIL J 30 INTERIOR 20 5 26 46 SLAB AT GLASS BED 1 83 27 DETAIL G STILES AT ASTRAGAL DETAIL F FULL JAMB SIDE LITE 6 82 81 SEE NOTE 6 82 81 SEE NOTE (AT HINGE JAMB) EXTERIOR 5 5 1 106 1 106 20 20 6 PRODUCT "VISEID 80 Cc& i� 7 - ora 30 7 za�a 30 27 80 20 � 27 29 83 70 29 83 70 1 DETAIL E DETAIL I DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) pe FA &2m A NO HORIZONTAL SECTION DETAILS . � RowNtm 1070 rECrwocoGrn� F.K 1 0/12w 8 NO CHANGE THIS SHEET NOKONA FL 3427s 7 xw ALUM. FRENCH DOOR & SIDE LITES, IMPACT Lucas A. Tumer, P.E. P.O. BOX 1529 sarrre�omt s� met y,,,,,y err. PE #58201 °iai""K 1? °0 � `ALT 4t W T N�o�, FL 34274 v �� Better Fn7so 912 8 , 11 800a -11 B Mechanical lcal F. i12f"04 04 LT. 8/Os FD750 DOOR(S) FD750 FALL JAMB SIDE LITE TTI+Z!'I DWG# DESCRIPTION PGT# TTFSN DWG #I DESCRIPTION PGT# FRANWKCTPARTS 1 8006 FRAME - HEAD, SILL &JAMB 68006 " 1 8006 FRAME- HEAD &HINGEJAMB 68006 4 8008 DRIPCAP 68008 2 8003A OUP- SWINGSILL 68003A 6 8007 SCREW COVER 68007 3 8004C OUT-SWINGSILL COVER 6WW 7 8009 INSTALLPLATE 68004 4 8008 DRIP CAP 68008 8 - FRAMEASSEMI3LYSCREW #8X I" PH QUAD IPQA 5 ­ BEAD, SILL& JAMB WEATHERSTRIP (SCHI EGAL ) U833371`8500 20 8012 STILE 68012 6 8007 SCREW COVER. 68007 21 8014 TOPRAIL 68(14 7 8009 INSTALLPLATE 68009 22 8013 BOTTOM RAIL 68013 8 - ---- -- FRAME ASSEMBLYSCREW #8X 1" PH QUAD 781PQA 35 ----- THREADED ROD 5/16. 18X36" 61RODA 9 8032 ASTRAGAL END SEAL 48032 36 FLANGED HEX NUT 5/16 -18 799ONMA DOOR PANEL 37 8039 TRUSS CLAMP 60378M 5 -- ---- -- HEAD, SILL& JA MB WEATHERSTRIP SCHLEGAL) U83337T8500 60 # 8 X 31 PH SQ DRI VE TEK SCREW 78X34PSTW 20 8012 ISTRE 68012 61 8028 SIDE LITE HEAD TRIM 68028 21 8014 TOP RAI (THREADED ROD DESIGN ) 68014 62 8029 ISIDE I1TE JAMB TRIM 68029 22 8013 BOTTOM RA DED ROD DESIGN) 68013 FD750 NARROW JAMB SIDE LITE 23 8017 TOP SWEEP 68017 1 8006 FRAME- HEAD &SILL 68006 24 8016 BOTTOM SWEEP 68016 4 8008 DRIPCAP 68008 25 SW ELP SCREWS, 44 X U2" PHIL PH 6 8007 SCREW COVER 68007 26 8015 ASTRAGAL ACTIVE & INACTIVE 68015 7 8009 INSTALLPLATE 68009 27 8021B UEAR HWGF JAMB SIDE 68021E g FRAMEASSEMBLY SCREW #8X 1" PH QUAD 781 PQA 28 8020A GEAR HINGE, COVER 69020A 21 8014 ITOPRAIL 68014 " 29 8018 GEAR HINGE, BACK-UP PLATE 68018 22 8013 BOTTOM RAIL 68013 30 8019A GEA R HIMT, DOOR SIDE 68019A 35 THREADED ROD 5/16 -18 X 36" 61RODA 31 8035 (TEAR HINGE, BEARING 6$635 36 FLANGED HEX NUT 5/16 -18 7990NUTA 32 GEAR HINGE, SEP -SCREW #6-32 x 1/4" 37 8039 TRUSS CLAMP 60378M 33 - - GEAR HINGE, MTG. SCREW # 12 x3/4" TRUSS HD. 60 #8 X 3/4' PH SQ DRIVE TFK SCREW 78X34PSTW 34 (TEAR HINGE, MTG. SCREW # 12 x 11/2" TRUSS HD. 61 8028 SIDE LITE HEAD TRIM 68028 35 — THREADED ROD 5/16-18 X 36" 6TRODA 70 8010 FRAM& JAMB 68010 36 FLANGED HEX NUT 5116 -l8 7990NUTA ASSEMBLY KIT 37 8039 TRUSSCIAMP 60378M $0 8033E FRENCH DOOR ASSEMBLY BEAM 68M3B 38 8043 S/S GEAR LATCH M ECHAMSM (ASHLAND) 81 - -- # 10-24 X 21/2" PH SCREW 39 8030 LACK BLOCK 48030 82 # 10-24 HEX NUT 40 LATCH ASS'Y SCREWS #8 X 2" SS PHILL TR HD 78X21PAX 83 # 12 X 11/2" TR HD TEK SCREW 41 8037 S/S SHOOT BOLT ROD (SULLIVAN) 84 8056 SUBSILL OPTIONAL 68056 42 8045 ISTANDARDFLUSH BOLTS W/ SS ROD(SUUAVAN ) GLASS, BEADS & SILICONE 43 8031 ISHOOTHOLTCUIDE 48031 PRODUCT REVf 44 SHOOT BOLT GUIDE & STRIKE SCREW &32X318" SS PH1LL TR HD 7gX3gP�{ � � GLAZING SEALANT, DOW CORNING 899, 983, 995 OR UI VALIIYT 91 -- 7/16" LAMINATED (BASS (3116" ANN. 090 PVB, 3/16" HS 45 8038R RIGHT- STRIKEPLATEATASTRAGAL (ACnVEHINGE) W5110.43SI 92 7!16' LAMINATED GLASS 3/16" HS.,.090PVB 3/16" HS •�z 46 8038L LEFT -STRIKE PLATEAT ASTRAGAL(ACPIVEHMGEDRIGHT) W511044SI 93 7/16" LAMINATED GLASS (3116 "ANN.,.075 VANCEVA, 3 /16 "HS) t � 47 STRIKE PLATE SCREWS 8- 32X318 "SSPHILLTRHD 7W8PFTX 94 7/16" LAMINATED GLASS 3(16'HS. „075 VANCEVA, 3/16 "HS) well 48 STRIKE PLATE MIDDLE SCREW 6-24 X 1/2' FH 76VYM 95 718" LAMI LG. (3/16” T 1/4" SPACE, 3116' ANN.,.090PVB, 3/16" HS 49 8036 STRIKEPLATEAT HEAD & SILL 96 7/8' LAM I I.G 3/16' T, 114" SPACE, 3/16' HS.,.090 PVB, 3116' HS) 50 HEAD STRIKE SCREWS SS 8 X 112 PHIf L FH 7858ZAX 97 7/8" LAMI La 3✓l6" T, I/4" SPACE, 3116" ANN .075 VANCEVA, 3/16" HS 51 STRIKE PLATE SCREWS @SILL SS 8 X 1/2 PHILL UNDERCUT FH 78X12PFHU 98 ____ 7/8" LAMI I.G 3/16" T,1 /4" SPACE, 3/16" HS.,.075 VANCEVA, 3/16' HS 52 8041 JACTIVETRIM SET(ASHLAND ) 105 1 8022 JHACKBEAD 6802'2 53 8042 PASSIVE TRIM SET ASHLAND) 106 18026A ISLBACKBEAD 68026A 54 8044 STADWS STEEL. PASSIVE LOCK GEAR (ASHLAND) 107 8023A 7/16" BEAD 68023A 55 8014A TOP RAIL (LAG BOLT DESIGN) 69014A 108 8024A 7/8' IGBEAD 68MA 56 8013A BOTTOM RAIL LAG BOLT DESIGN) 68013A 109 1224 VINYLBULBWSTP (THICK) 6TF247 5? 5/16' x2 U2" LAG BOLTS 7516LBOLTX Rwmdar. D Fi . " "AQ1 9 ' �"'"" PARTS LIST 8 B Dow Revldarse 10707ECHNOLOOYORIVE RIG laga UPDA7ElrW9. DD A/ISMSAbF67AND84. MOKOMIS,1°L94276 � nu a: ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. �C 1678 sum �a Aar Lucas A. Turner, P.E. Deewn9y owx DMZ NOKOM/S FL 94274 Vi l* Better F.K 12&M LT. 416W F0 7S0 NA 7 ar 11 8000 -11 B Mechanical --►+ 1.27$ �-- 050 -•-- 4.027 1.160 .311 1.080 -�.-� 1.353 �-- 1.033 .050 040 -f .062 , " � ---- 3.636 ----� E 2.236 - 4 #8008 6063 -T5 #8007 6063 -T6 Ss3 #8004C 6063 T5 ® � DRIP CAP 6 #8006 6063 -T6 3 SCREW COVER 1 OS SILL COVER FRAME, HEAD, JAMB 3.636- ---`� AND SIDELITE SILL #8003A 6063 -T6 1.940- t2.240 3A18 OUT -SWING SILL .797 -, i 2.000 050 050 t .874 � .075 2 • #8009 6063 -T5 23 #8017 6063 -T5 24 #8016 6063 -T5 1'498 1 s38 1.467 INSTALL PLATE TOP SWEEP BOTTOM SWEEP L 01 r' 3.990 4.434 .075 2.260---1 075 8 #8012 6063 -T6 #8014 6063 -T5 20 STILE 21 TOP RAIL 70 27 #8021 B 6063 -T6 2544 GEAR HINGE, JAMB 22 #8013 6063 -T6 .125 3.251 26 #80 6 `� 742 ASTRAGAL 1.938 .100 BOTTOM RAIL I 3 1.812 .072 8.250 -- -1.635 28 #8020A 6063 -T6 � • 5 #8033B 6105 -T5 11000 GEAR HINGE, COVER 1 .1aa �1 7 .045 FD ASS'Y BEAM 142 l .442 1 T; .301 0n@JCT RIEVfSED ' .a5a #8039 6063 -T6 818 �- coup with the lama � 37 438 TRUSS CLAMP �--- 1.763 --r� #8022 6063 -T5 #8023A 6063 -T5 zora BACKBEAD 7/16" BEAD 2 -I 5 108 .957 � 862 29 #80'18 6063 -T5 1.169 61 #8028 6063 -T5 HINGE, BACK -UP wAradw Milan 0 .050 � 40 SL HEAD TRIM - T .075 -- .965 �2.313 ---- 437 A4. �i -+-- �--- 3.636 ---- -� 2.438 - i I #8026A 6063 -T5 #8024A 6063 -T5 #8029 6063 -T5 70 #8010 6063 -T6 30 #8019A 6063 -T6 Z/ 62 � 2 -t /0,6 SL BACKBEAD I.G. BEAD SL JAMB TRIM NAR ROW SL JAMB GEAR HINGE, DOOR Fx D aim " N°" EXTRUSION PROFILES . nwx Rix 1070 TEC2HYOLOGYDRNE RK 1Ld12R06 B tlFO ZWEf SW I NOKOMIS, FL $4275 mx ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. SQX 1528 Lucas A. Tumor, P.E. a ai^ o tx�eoked owc NOKOWA FL 34274 Visibly Better s�rx ° N0 PE 558201 FX 121 (04 LT. 4,6M FV750 112 8 d 11 8000 -11 B Mechanical 12" A 16 "I — 16" [— � 6 " -1 6 11 6" 611 -3 " 1 1 " [ _ 3 " � 11" 11" 3" MIN. �- HEAD & SILL 11" 3" MIN. HEAD & SILL 11" ATYP. ANCHOR ATYP. ANCHOR CLUSTER CLUSTER 10.571" (TYPICAL) (TYPICAL) 10.571" MAX. MAX. O.C. O.C. JAMB JAMB � JAMB JAMB 1 ANCHORS 18.500 x " ANCHORS A ANCHORS 18 •" ANCHORS --L HT. QTY. MAX. HT. QTY. HT. QTY. MAX. HT. QTY. 953/4'-(6) O.C. 95314'-(8) 95 314" - (5) O .C. A ® 95 3/4" - (8) _T 9134' - (5) 913/4'-(8) 91314--(5) (2) EQ. (3) EQ. 913/4 87 314" - (5) 873/4 ) 873/4"-(6) SP. TYP. SP. TYP. 87314 _ 833/4'-(5) 83 314" - (7) 83 3/4" - (5) 83 3147 - (7) _. 793/4'-(5) 11" 79 314" - {7) 11" 79 314" - {5) 11" 79 314" - (7) 11" _j i —7 i i 1@ lift DETAIL A (CONCRETE) A DETAIL B (WOOD) A DETAIL C (CONCRETE) SEE NOTE 8 A DETAIL D (WOOD) A SINGLE PANEL SINGLE PANEL 2 OR MORE PANELS REGARDING (2 OR MORE PANELS) ( } ( ( APPLICABLITY ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES OF ENCIRCLED 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES:1 -1/4" ELCO TAPCON 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 13/8" MIN. EMBEDMENT OR TYPE 2 AT 13/4" EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) EIpUCif' RF v1Sli:D L1 mempblagwitbtbeFUrida HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS. JAMBS .....................I I" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 03 OZ ZOIZ) 4. TWO OR MORE PANEL CONFIGURATIONS (DETAIL C, CONCRETE SUBSTRATE)a rmw cone HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS (CLUSTER OF 4).k JAMBS .... 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3 ", 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4-. �r JAMBS .....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. Data: r Fx WSW A IYO"T ANCHORAGE SPACING 8 Ravadtty. Data ReMrFOax REMOYE NOTE PERTA/ NBVt3TOANCHORAC 3E OUTSIDE M-0CDUNTY. 1070 TECHNOLOGY ■� FJG iwfz B REVISEANCHORAW PER FBC2&W AND REVISE NOTESZ 3&5- NOKOMIS, FL 34275 7ft W. t� I ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. BOX 1529 Lucas A. Turner, P.E. iJmamtijc Daft peokdd f714 NOKOMI� FL 34274 ywbjy j 8s�oeoe sows sa..r o■w�yxn nsr PE #582D1 F.IG JZMW LT. 4l8Y05 FD750 1'14 9 of 11 8000 -11 B Mechanical A 1 3/8 EMBED. EMBED. A 3.4 KSI MIN " WOODA SEE CONCRETE SEE • A CONCRETE' MIN. ANCHOR NOTE1 ANCHOR— NOTE t EMBED. SEE NOTE 1 (NOTE 2) {NOTE 1) r •ate' t. ,R� � a ''. .t. i CONCRETE "lumll m 11 -1 1111 ANCHOR A (NOTE 114J 3.4 KSI MIN. - MAX. SHIM 2x WOOD O CONCRETE (NOTE 3) OR 1.5 KSI A — - - 0 MIN. CMU' 3.4 KSI MIN. CONCRETE ANCHOR (NOTE 1) CONCRETE A 1x WOOD 3.4 KSI MIN. A CONCRETE , 01 A (NOTE 3) MBED.SEEN OTE1 1/4" MAX SHIM 1/4' MAX. SHIM --a� 1/4' MAX. SHIM MA 1/4" E TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL INTERIOR X i SHIM Ix WOOD CONCRETEANCHOR (ALL JAMB SECTIONS) (NOTE 3) A (NOTE 1) EXTERIOR A 1/4" MAX. CONCRETE ANCHOR GROUT,— (NOTE 1) SEE NOTE 5 114° MAX 11 4r�n CONCRETE ANCHOR (NOTE GROUT, I �� - -, + �+. '.+ � ? '-..-3.4 KS MIN.A SEE NOTE 5 A T_ EMBED. NOTE I-. CONCRETE 2x WOOD 13/8" MIN . (NOTE 3) M ]EMBED. SEE NOTE I 3A KSI MIN. WOOD P CONCRETE A ANCHOR 1/4 MAX. A (NOTE 2) 1/4" MAX. GROUT a SHIM TYPICAL SIDE LITE SILL SEE NOTE 5 ra (DIRECT TO CONCRETE) 2x WOOD ANCHOR NOTE 2T 13/8' MIN, (N WOOD (NOTE 3) TYP. DOOR & SIDE LITE HEAD EXTERIOR INTERIOR E> = cow wisoemmi (ALL HEAD & SILL SECTIONS) lwwmCQ& A TYP. DOOR SILL lftwmmm No — NOTES: . 20to 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114 TAPCONS OR 1/4' SS4 CRETE-FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4m. MIN. EMBEDMENT: 1/4" TAPCON -1 3/8 ", 1/4"SS4 CRETE-FLEX - 3/4". T, 2. FOR WOOD APPLICATIONS USE #1 STEEL SCREWS (G5) OR ELCO 1/4 SS4 CRETE - FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I 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). 4. FOR ATTACHMENT TO ALUM: THE MArL SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR CONCRETE SHOWN "ZI ON SHEET 9 MAY BE USED. 5. 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. R"wer. Dow FJC 32SMW I A LMATE SMXTR899t%WN0?E4ANDADD EVERIOPMEMM WGRMS Rmder. on* 74fU 1ECHNOLOGY'DIRIVIE ANCHORAGE DETAILS FJC 10/12M 8 UPDA7EAh0fMG AAM EANDE8 NOKOMIA FL SW5 Trw ReVadBr. ORW r ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. BOX Ion la=w DOOR A. Turner, P.E. MNaM FL 3427 awbo lOdt OwAftift PE #5 1 = FK 1242M4 LT. 40W V&i* B"� - FD750 114 1 10 11 1 8000-11 7B Mechardcal .075 � .100 3.775 1.938 1.938 ji j 1.467 J .325 4.434 rr 8.250 - -1 .1251 .050 #8014 6063 -T5 56 #8013A 6063 -T6 #8056 6063 -T4 TOP RAIL, LAG BOLT DESIGN BOTTOM RAIL, LAG BOLT DESIGN SUBSILL, OPTIONAL CONCRETE ANCHOR CONCRETE ANCHOR OPTIONAL SEE NOTE 1, SHT. 10 SEE NOTE 1, SHT. 10 OPTIONAL 84 1/4 MAX. GROUT, 84 1/4 MAX. GROUT, SEE NOTE 5, SHT. 10 SEE NOTE 5, SHT. 10 'EMBED. D. SEE , J EMBED. SEE NOTE 1, SHT. 10 i .NOTE 1, SHT. 10 3KSI MIN. CONCRETE s ,¢ 3KSI MIN. CONCRETE --- `• . _*• WOOD ANCHOR, OPTIONAL OPTIONAL SEE NOTE 2, SHT. 10 WOOD ANCHOR, 84 SEE NOTE 1, SHT. 10 84 1/4" MAX. GROUT 1/4" MAX. GROUT SEE NOTE 5, SHT. 10 SEE NOTE 5, SHT. 10 PRODUCT VlSKPD 1 3/8 MIN. 2x WOOD, SEE 1 3/8 MIN. 2x WOOD SEE �� -010 .O-Z NOTE 3, SHT. 10 NOTE 3, SHT. 10 2a1D Pq OPTIONAL SIDE LITE SILL ANCHORAGE OPTIONAL DOOR SILL ANCHORAGE <�D EXTERIOR INTERIOR (ALL SILL SECTIONS) FK 3255 " uP° ^rEstfiEL7REFERSVCE"°'E4,aaoao° °racaus' ANCHORAGE DETAILS Rw8dAF R 1070 TECHNOLOGYDRIVE FJC 10112100 8 NEW SHT. ADD SLMW ANDALTEWMTE TOP& BOTTOM RAIL EXTRtwoNa NOKOM/S, FL 34275 tree ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. BOX 1528 sa ft sodw NM A: Lucas A Tum 01 DOW P.E. D„u m chcatmd NOKOABS, FL 34274 Vul* Better PE #58201 Fk aznv4 c r. 4 Fv�SO 1l4 71 77 801 19 B Mechanical MIAM Emmmma MIAM"ADE COUNTY, FLORIDA METRO -DARE FI.AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305)37-,-2902 FAX (305) 372-6339 _NOTICE OF ACCEPTANCE (NOA) v, fw�' miamidlegov/rbuiH ► de PGT %dustrles 1070 Teehnalegy Drive Nokomis, FL 34275 SC OPE: 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 tasted 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 Zane. DESCRIPTION: Series "730" Aluminum Sliding Glass - Doors w/ we Reinforcements L.M.I. APPROVAL DOCUMENT: Drawing No 4486 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dazed 04/18145 with revision "P' dated 12113/07, prepared by PGT Industries, 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 and Small Missile Impact Resistant LIMITATIONS: 1. All 90 Degree Doors Must Be Reinforced Regardless Of Design Pressure. 2. Refer To Table In Sheet 3 For Positive Design Pressure Limitation Verses Sill Height LABELING: Each unit shall bow a permanent label with the manufacturers name or logo, city, state and following stwxmenr "Miami Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and these 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 data may be displayed in advertising literature. N 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 manufaetur er or its distributors and shall be available for inspection at the job site at the request of the Building OfFicial. This NOA renews NOA No. 07 -051L06 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 Jaime D. Gascon, P. E. NOA No. 09-0728A Eapiratlon Date: November 11, 2014 �tat Approval Date: September 30, 2 Per I PGT Industries NOTICE OF ACQPTANCE: EVIDENCE j0 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20244 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 20294 along with marked -up drawings and installation diagram of aluminum sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report No F°TL -4159, dated March 25, 2004, F111,4161, dated March 26, 2004, FTL -4162, dated March 30, 2004, YM 4163, dated March 25, 2004, FTL4171, dated March 29, 2004, FTL- 4454, dated Jan 31, 2005, F TL -4524, dated Jan 31, 2005, and FTL -5084, dated October 17, 2006, all signed and sealed by Edmundo Largaespada, P. E. (Subm&ed under previous NOA No. 0"523.03) C. CALCULATIONS I. Anchor verification and comparative analysis dated 10/01/07 and last revised on 4 03/11/08, prepared by POT Industries, signed and sealed by Lucas A. Turner, P. E. Complies with ASTM E13004)2/ 04 (Submiaed under previons NOA No. 07 -051.l.lJ6) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 09- 0312,03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 094312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butaeite* PVB, Interlayer" dated 05/13/09, expiring on 12111/10. 3. Notice of Acceptance No. 094127.13 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", approved on 03104 /09 and expiring on 03/04/14. Jaime D Gascon, P. E. Chef, Produet Control Division NOA No. 09- 0728,06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTIUD F. STATEMENTS 1. Statement letter of conformance to FBC 2007, dated July 21, 2009, signed by Robert L. Clark, P. E. 2. Statement letter of conformance and no financial interest, dated October 01, 2007, signed by Lucas A. Turner, P. E. (Submitted underpreWous NOA No. 07- 05IL06) 3. Laboratory compliance letter for Test Report No.'s F114159, dated March 25, 2004, _ FTL4161, dated March 26, 2004, FTL4162, dated March 30, 2004, YFL41630 dated March 25, 2004, M,4171, dated March 29, 2004, FTL4454, dated Jan 31, 2005, FTL4524 dated Jan 31, 2005, and FTL -5084 dated October 17, 2006 all signed and sealed d by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0" 523.03) G. OTHERS 1. Notice of Acceptance No. 077 - 0511.06, issued to POT Industries for their Series "130 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/03/08 and expiring on 11/11/09. 2. Test proposal No. 06 -0114, issued to POT Industries for their Series 11 730 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/14/06 by BCCO. D. P. E. Chief, Product Control Division NOA No. 09- 0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 E -2 GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED} 1. GLAZING OPTION TYPES: (SEE DETAILS ON SHEET 2) A. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. B. 7/16" LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. ` NOA DRAWING MAP D. 7/16" LAMI CONSISTING OF (2) LITES (1 EXT.,1 INT.) OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. SHEET GENERAL NOTES .............1 E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAM[ GLASS ASSEMBLY INSIDE. GLAZING DETAILS............ 2 THE 7/16" LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 F. 1 1116" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. CONFIGURATIONS........... 4 -5 THE 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. VERT. SECTIONS ............. 6-8 HORIZ. SECTIONS............ 9 -11 G. 9/16" LAMI CONSISTING OF (2) LITES (1 EXT.,1 INT.) OF 1/4" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. PARTS LIST ....................... 12 TEST REPORT FTL -4163. EXTRUSIONS .................... 13-14 ANCHORAGE ..................... 15-19 2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET 3. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) PRODUCT REVISED A. NEGATIVE DESIGN LOADS BASED. ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. � � :pi }•f srg Coocd with tt:e Florida Bu,7...k AcccV-mce No47 —oirl l •D,/ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. Expiration Date eQY�ec ijyCsc�� 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. M Product Control Division 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL -4159, FTL -4161, FTL -4162, FTL -4163, FTL -4171, FTL -4454, FTL -4524 AND FTL -5084. ELCO TEXTRON NOA: 04 -0721.01, 03-0225.05 ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL PRODUCT RENEWED 8. SERIESIMODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. as complying wkb d w Florida DWIdirg Coda A,cc cpMcc No -� 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH EW A It VELOCITY HURRICANE ZONE (HVHZ). . ZDI t3 1�3iiam l'rcdx�cc Coaatrol 10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE Division ar mow RsysdDr. Daft Rauh AwRELNF: /foi-Raw ToGEmNarss Ammo7EREEGRESS. ✓A f i { / �/ 4 Fx W" ° Acs RYaES To NOTE ' &' 'TE^M REFEMM NOTE ' GENERAL NOTES AND MAP ReradBy. DaGZ Rer67anr 1070 iECHNOLOQYDRNE �.� Tux aaw Revue FA tatsm? H CLARlFYEXTMr. OF GLASS RECIPES, NOTE t. �OMIS, FL 34276 ALUM. SLIDING GLASS D04R IMPACT F.O. BOX 109 r Lucas A. Tumer, P.E. FX amm er �t2/t3/47 CHANGE TM SHEET Mwomid, FL 34274 VWbl Better srb rodee arwz aaeg ML Rsr PE #58201 F.K 1 6f1& r.� 4�ttrsa �73o NTS a 19 4406 -9 1 mecharucai EXTERIOR 7/16" NOM. 55 1 1/16" NOM. 42 1 1/16" NOM. 43 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS 49 46 .090 SGP INTERLAYER AIR SPACE EXTERIOR AIRSPACE 3/16" HEAT STR'D. GLASS EXTERIOR 3/16" ANNEALED GLASS 3116" HEAT STR'D. GLASS .090 PVB INTERLAYER ( NOTE) .090 PVB INTERLAYER (NOTE) 51 3116" HEAT STR'D. GLASS 51 3/16" HEAT STR'D. GLASS .591 NOM. 21, GLASS BITE 47 47 44 .591 NOM. .591 NOM. 16 52 GLASS BITE GLASS BITE 1 4 7/16" LAMI GLASS (SGP), GLAZING TYPE A EXTERIOR 7/16" NOM. 39 44 44 3/16" HEAT STR'D. GLASS 16 52 16 52 49 46 090 SGP INTERLAYER 1 1/16" LAMI I.G. GLASS (PVB) 1 1/16" LAMI I.G. GLASS (PVB) 3/16" HEAT STR'D. GLASS GLAZING TYPE E GLAZING TYPE F NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR PRODuc rxXvzsED .591 NOM. SAFLEX/KEEPSAFE MAXIMUM. as compiyiy,Sw; GLASS BITE A `cq'tan Code oo of'!/ bG EXTERIOR 7116 NOM. 41 Expiration I� — " atc 3116" HEAT STR'D. GLASS 9116" NOM. 56 Dade TR' 44 .090 PVB INTERLAYER (NOTE) 16 52 49 46 3116" HEAT STR'D. GLASS ST HEAT ion °duct Control D. GLASS 7/16" LAMI GLASS (SGP), GLAZING TYPE B .090 SGP EXTERIOR INTERLAYER EXTERIOR 7/16" NOM. 40 .591 NOM. GLASS BITE 1/4" HEAT 3/16" ANNEALED GLASS STR'D. GLASS 090 PVB 49 46 INTERLAYER (NOTE) 57 46 PRODUCT RENE 3116 " HEAT STR D. GLASS as complying W ith thf , Florida Boding Cow ,. 16 52 Zoly� GL NOM. 7/16" LAMI GLASS (PVB), GLAZING TYPE D Mass BI NOM. M; 'ion GLASS BITE — 44 44 ............ 16 52 16 52 7/16" LAMI GLASS (PVB), GLAZING TYPE C 9/16" LAMI GLASS (SGP), GLAZING TYPE G 8. FK Wi lla? G sEPar; ATJ: o GLAaI1tG tTAaBannAra GLASS7YPEJiEWNATKNY GLAZING DETAILS sgvedByc aft orar 1070 TECHNOL0OYDRIVE - FX fo/!697 H NO CHANGE 7W SHEEr NOKOMIS, FL.1 nvx . rte ALUM. SLIDING GLASS DOOR, IMPACT FJG 1711997 1 NO CHANGE SHEET P.O. Box 1528 Lucas A. Tumor, P.E. BMW By. Hofer rid Daw NOKOMIS, FL 34274 Visibly Better s0 PE #:'=1 FX 6/18/04 rr 4ita SC;sD7 FU 2 a 19 4401'x1 I Mechanical 90 CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH (REINFORCEMENT REQUIRED TABLE 1. A. FTL -4159, FTL -4161: 7/16 LAMI (3/16A EXL +.090 SGP +3 /16HS INT.) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTL -4163, FTL -4161: 7/16 LAMI (3/16HS EXT. +.090 SGP +3 /16HS INT.) G. FTL -4163: 9/16 LAM[ (1 /41-IS EXL +.090 SGP +1 /4HS INT.) NOW V) LU DOOR HEIGHT PANEL g WIDTH 0 80" (6 84" (7 90" (7 96" (8 102"(8 108' 114" (9 120" (10 24" 29 A, B, +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 3a 26 A, B, +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 36 A, B, +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.5 -69.5 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +57.9 -57.9 ` 42" (36) B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +60.0 -60.0 + 60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A +70.0 70.0 +70.0 -70.0 +68.0 -68.0 +62.5 -62.5 +58.0 -58.0 +54.4 -54.4 +51.7 -51.7 +49.9 -49.9 48„ (4 0) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A +70.0 -70.0 +68.5 -68.5 +62.9 -62.9 +57.5 -57.5 rA„ (46) B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 �'� (5 °} A +66.2 -66.2 +62.8 -62.8 +58.8 -58.8 +53.9 -53.9 NOT AVAILABLE B,G +70.0 -70.0 +70.0 -70.0 +70.0 1 70.0 1 +70.0 -70.0 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH TABLE 2. (REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS) 90 CORNERS REQUIRE C. FTL -4171: 7/16 LAMI (3/16A EXT. +.090 PVB +3 116HS INT.) REINFORCEMENT IN CORNER ppoDu` T r as complying with the Flofide . .090 PVB +3 /16HS INT. BASE STILES REGARDLESS Bui lding epnce ode ( } Acceptance No -7 D. FTL -4171: 7/16 LAM I 3/16HS EXT+ � E. FTL- 4162:1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3116A EXr. +.090 PVB +3 116HS INT.) OF THE DP TABLE USED. Fx q ationDamA"t� �f' F. FTL- 4162:1 1/16 LAM[ I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3116HS EXT. +.090 PVB +3 116HS INT.) "a Yrc�uctcow » NOW CO d DOOR HEIGHT Division PANEL � WIDTH C7 80„ (6s) (7 90" (7 96" (8 C,D, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 SEE NOTE 1 OH LENGTH �y 24"(2 0} E, F I - r 6 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 POS. OVERHANG C, D, 30" (2 } E,F SILL DESIGN OH LENGTH , a OH HEIGHT ccunnlu u,a Florid C,D, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HEIGHT PRESS. OH lair�c. o Lance No Z8. CY 36 (3 } E F 3.500" +80 PSF HEIGHT EQUALTO 1 onDa2c 2a �dr C� E +80.0 -80.0 +78.7 -78.7 +74.7 -74.7 +69.5 -69.5 0 OR GREATER 42" (3 2.713" +40 PSF of , D con D, F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 niion C +76.8 -76.8 +73.2 -73.2 +68.0 -68.0 +62.5 -62.5 2.43T' +40 PSF SEE NOTE 1 �'� (40) D, F +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 +80.0 NOTES: 1. FOR DOORS WITH 2.436" OR 2.713" SILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8. POSITIVE DESIGN PRESSURES SHOWN IN TABLES 1 AND 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. `3 /i(��' 2. SEE SHEETS 9 THROUGH 11 FOR ASTRAGAL, CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. Rwasr.. Daft Rsvbbw COMB/ NETABLE3YM N TABLE I.AQD Rwad FJG 9Y1IAI7 o GLASS CLARVY TA BL E TA DO REVISE W vvn'w° °v>: RECAP DEIA r T DESIGN PRESSURES 8Y Dew R erls(a � CLARlFYTABL DOOR BtZE3AAt AND EXTANT. OFALL OLA33 REC�E3. f070 TE'CHNOL0f3YDR1VE .rte FJC WOW H AOD NOTE 181LL HT. TABU EXPAND 2 NOTEAAfDADD NOTES. NOKOMIS, FL 34275 TRW R ALUM. , P.O. BOX 1628 SLIDING GLASS DOOR IMPACT Lucas A. 5=1 P.E FJC 1 2/13007 REVISEDPTAB LEFORMAT DFS/QN PRESSURE CHANC3ES NOKOW, FL 34274 Vb b& Better 8O1t0 sores � ioih ° NOL ` PE #58201 FA 6/1& 4 ij. 4WI15M "M 7 U 3 d 19 441 -1 1 naecnantcai i AVAILABLE IN 900 DLO, SEE NOTE 6 CONFIGURATION PANELS TRACKS CORNER O 1 2 Xpor 1 2 Ef JE I �` I Df I D Fj` I F A� JA 00 2 2 r OX or XO BY -PASS 2 2 BY-P E XX ASS 2 2 POCKET < f� POCKET I� SEE M SEE T pXXor XXp 2 2 b b NOTE 5 NOTE 4 - XOX BY -PASS 3 2 D� ID 391/4" 000 3 2 TYP. Br �B G� IG Hr H OXO BY -PASS 3 2 NA T P)m or Ow 3 2 MAX. HORIZ. DLO MAX. HORIZ. DLO MAX. HORIZ. DLO OXXorXXO BY -PASS 3 2 TYP., SEE NOTE 6 TYP., SEE NOTE 6 TYP., SEE NOTE 6 SEE NOTE 7 OOX or XOO BY -PASS 3 3 OXXorXXO BY -PASS 3 3 pX OR Xp XXp OR pXX OXO )= BY-PASS 3 3 FIXED PANEL CLIP (ITEM 18) LOCATIONS, P)MOr Xwi 3 3 TYP. ON ALL FIXED PANEL SIDE RAILS OXXorXXO BY -PASS 3 2 0000 4 2 12" OXM BY -PASS 4 2 NA Ef JE Dr l D Cr IC Aj JA OX�(p or pX) o 4 2 t 1 T T p)M or X)00(p BY -PASS 4 2 `� X)= BY -PASS 4 2 Ff 00000 4 2 CIL POCKET 000X or X000 BY -PASS 4 4 b pRO DU REVISED 00)0(or) BY -PASS 4 4 H H Br JB H j' H as ng Cdc in the f toridO O)= or XWD BY - PA S S 4 4 1 T 1 Acceptance No Q 1L X*X BY -PASS 4 4 12" Expiration Datcx�l rG 7 pX)00(or MOO 4 4 MAX. HORIZ. DLO MAX. HORIZ. DLO am rcxluci Control )0000(BY -PASS 5 3 NA TYP., SEE NOTE 6 TYP., SEE NOTE 6 Division X)0000( BY-PASS 6 3 NA XO OR OX p�0 OR Opp ' pX*000001p 8 4 NA XX*0000( 8 4 NA DLO HEIGHT = DOOR HEIGHT - 71/4 - TABLE 3. (LOWER CASE p REPRESENTS POCKET) DLO WIDTH = NOM. PANEL WIDTH - 4 9/16 - NOTES: Rona ;zEr t E i F lorida omis}y'hnv v1L's tote i 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. Buil4ia.II °`ie 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 900 tan( CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER K K 1� _ op(+ DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). Q 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. // Division 4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48") NOM. WIDTH PANELS IS 10 FT. (120 - ). MAX. HEIGHT FOR DOORS WITH UP TO 5 FT. (60 - ) NOM. WIDTH PANELS IS 8 FT. (96 "). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 - ) DOORS IS 112 3/4 MAX. AND FOR 8 FT. HIGH (96 - ) DOORS IS 88 314" MAX. (MAX. DLO HEIGHT = DOOR HEIGHT - 71/4 - ) _ 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60 - ) WIDE PANELS IS 55 7/16 MAX. AND FOR 4 FT. (48 - ) o WIDE PANELS IS 43 7116" MAX. (MAX. DLO WIDTH= NOM. PANEL WIDTH - 4 9/16 ") 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL / / ��� INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. ( t EXAMPLE OX -XO 90 OUTSIDE CORNER Gwr lane AWWDMtWT0CMWt1M8& AUOFXAII#WC001lEV8"AnM onew- F.K ahin a cHnnFS as a mriyNOrsz Y EXAMPLE ELEVATIONS & C'ONFIGURAT'ION DIMENSIONS 1moT>= ctaroLOr3ra� Fic Maw H AW M0kX M0 F0 1 T0AWW EAW a. N WQW, FL 3 M 7 t ALUM. SLIDING GLASS D04R, IMPACT FJL lz.% 7 I NYOCtbUJQB7i O SWEr P.O. BOX 18x28 Lucas A. Tumer, P.E. 17pn nBy Gwen OrYC NO1C011 , R 3/274 y r,, $ °i A JPA t i s=* l aw* oft A14 PE #68201 F.K 611"4 AA ytana SW730 A" 4 at 19 4406 -1 I Mecharucal D OPERABLE RIGHT HAND I, M L.H. ASTRAGAL BASE LOCKSTILE INTERLOCK INTERLOCK W /MALE DD-ON G LLOCKSTILE DOUBLE LM MALE ADD-ON INTERLOCK INTERLOCK GR INTEERLOCK OPE RP LOCKSTILE INTERLOCK 4 INTERIOR Y FIXED DOUBLE PR L.H. FIXED (ALL CONFIGURATIONS) LOCKSTILE INTERLOCK INTERLOCK LOCKSTILE ID EXTERIOR YR DOUBLE FIXED I DOUBLE DOUBLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK S D INTERLOCK DOUBLE J OPERABLE AS TRAGAL BASE INTERLOCK DS I DOUBLE NTERLOCK INTERLOCK U W/FEMALEADD40N L E w DOUBLE ASTRAGALBASE �+ ASTRAGAL BASE FIXED INTERLOCK W/FEMAE ADD-ON W/FEMALE DD-ON LOCKSTILE PRODUCT REVISED CORNER BASE STILE as complying with the I•lorida wM DOUBLE ASTRAGAL BASE DC DOUBLE W/OUTSIDE CORNER Building Code INTERLOCK W/MALE ADD-ON INTERLOCK RECEIVER STILE acceptance No d? US/l • O L Expiration Datc -W , WR ASTRAGAL BASE DOUBLE CD W /OUTSIDE CORNER DOUBLE By D pradtxx Conti W/MALE DD-ON INTERLOCK RECEIVER STILE INTERLOCK Division CORNER BASE STILE » R LOCFIXED DOUBLE KSTILE INTERLOCK DA INTERL RECEIVER E CORNER RECEIVER STILE S FIXED -— ASTRAGAL BASE CORNER BASE STILE DOUBLE WANSIDE CORNER LOCKSTILE WA =EMALE ADD-ON RECEIVER STILE INTERLOCK RCli�t'C l�`,§ ti:JED evW I tt a Florida CORNER BASE STILE K L.H. OPERABLE DQ DOUBLE W /CORNER Acce.p. c No INTERLOCK LOCKSTILE �C INTERLCCK LOCK STILE DOW 13y 1'aadt�t Gaa L CORNER BASE STILE tta�at L.H. ASTRAGAL BASE QD W /CORNER DOUBLE Division INTERLOCK W /FEMALE ADD-ON LOCK STILE INTERLOCK CORNER BASE STILE CORNER BASE STILE F1 W /OUTSIDE CORNER AC FIXED WIINSIDE CORNER RECEIVER STILE LOCKSTILE RECEIVER STI E LOCKSTILE CORNER BASE STILE CORNER BASE STILE CF W/OUTSIDE CORNER FIXED CA WANSIDE CORNER FI XED STILE RECEIVER STILE LOCKSTILE CA STILE LOCKSTILE fey. Dude: PINNOW DSW**M FJL 9v 6 NO tW1tdETNtiSSHEET PANEL TYPES e Daft- > 1070TECHNOLOt3YDR/VE FJG 10 /16!07 H NO CHANGE THIS SHEET NOKOMIS, FL 34275 P �d Bj °a ` " P.O. eox 1528 --- ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Tumer, P.E. FJG 1013/07 I NO CHANGE TM t basrx sgwt VAWftMw ►� PE #58201 Draw F.K D�6ee aeA4 NOWW14 FL 34274 ViPszbly Better SW730 ;NT$ 5 a 19 4406-1 I Mecha - F.IG 611&04 .t..� 4/tarl�s 16 16 1 1 All NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE w CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. gL r 111qq1 37 ASTRAGAL 37 ASTRAGAL 3$ SIDE RAIL 3$ SIDE RAIL EXTERIOR EXTERIOR pi c oon p 3i ��nVth d�p(orids as com Code Building � . QC Accepm cc No a7 a j o`j A I HAL I I FxpijrationDaft a� By " product Co Miami D Dj%isioo 1 6 16 35 35 C? I� SEE NOTE ABOVE ppODUC ," R N E. W E D ,a as c.'28YTt,tYZng it i the V1urida 3.500 F = =ui�ii:� £::xle 2.436" fgcceFtea saIa • — ;e!9. OPTIONAL, AVAILABLE 4 ALL ORIGINAL 2 -TRACK SEE NOTE Dy ?n/�- ABOVE 119iami Dade paadoct C`ontraD CONFIGURATIONS' 3 5 6 a EXTERIOR INTERIOR (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING ONE TYP. VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL TWO ACTIVE PANELS B: DaW P '`d` �'f'°' ° ADD NOTE RENOSfLt EXTE1uDERPOS VERTICAL SECTIONS ORIGINAL 2 TRACK Revad D� f0707ECHNOLOGYDRIYE n•� 7mx � FIG 10/18/07 H ADD SA. LMr. TABLEANDPOSMVEOP REFERENCE TONOTE NOKOMIS FL 34275 ALUM. SLIDING GLASS DOOR IMPACT Re owe P.O BOX f5Z8 Lucas A. Turner, P.E. F.K f2/1S/07 1 NO CNANQETH/S SHEET PE #58201 � soak 8beet a�elgNa M nba�arey o cxreama ae NOKOMS, FL 34274 Visibly Better S'QD7 dw S d 18 440&1 PE #68 01 F.K 8I98/Q4 ,I.I 4/fsAl6 16 16 65 70 ALTERNATE 2 TRACK FRAME WJ SCREEN RAIL NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. 37 ASTRAGAL 37 ASTRAGAL 38 SIDE RAIL 38 SIDE RAIL EXTERIOR EXTERIOR P c }j'p •s• r' will, t2.e Ytari+ a a Cock Bj[tl�r A,cmptAncc '" Expiration Date By Miatm product Ca>ux Division 35 16 16 35 BY 0 pxODUCT RENEWED 3.500" as complying with the Florida 2.713 Building Code A No 62 SEE NOTE ABOVE go"Dat$ 995 j B Z04 Mism ProdUCt Contro Division 60 5 6 ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL 69 61 NO TE ABOVE EXTERIOR INTERIOR E> v TYP. VERTICAL SECTION SHOWING ONE (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS Wl SCREEN pe F.K 9!11107 o t xPAND NorEaMD sRI ,+DCR AK)TA77OA VERTICAL SECTIONS 2 TRACK Sr. Ravad Revb(or�x 11770 TECfiIVOLOQYDRfVE r AK 10H6107 H ADD 8XL rASLEANDPOSlrMVE REFERENCE To NOK FL 34275 gLUM. SLIDING GLASS DOOR, IMPACT AK 17!13)?? I NOCWNGETW SHEET P.O. Box 1529 Lucas A. Tumor, P.E. waw,8y. Leak Chedaed NOKOMd FL 34274 Visibly Better $O1 � PE #3,3201 FA 6!18104 j,t 4�taro5 SGD730 1/2 T 19 4406 -1 I Mechanical 16 O PTION AL ON 3 OR 4 TRACK FRAME 1 6 S17, S20 or S23 63 64 NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILK R HEIGHTS. 87 ASTRAGAL 37 ASTRAGAL 38 SIDE RAIL 38 SIDE RAIL EXTERIOR EXTERIOR PRODUCT REVISED as camplyir+E with the 1•lorida Acce. ding Code O l AcaePiance No .. Z- ---- - • E�cpirtauon Date ` L I v` EY r-,- Control Miam Dade roduO Division 16 35 16 35 3.500" PRODUCT REl�FWF-D 2.713" SEE NOTE as com -flying with ow Ftocida ABOVE Building Coate 6 Aeceptc No to 1' . ti� fn F.�lpiratian C1 201�- M iami Product Control Division 59 S16, S19 or S2 58 62 SEE NOTE <D EXTERIOR INTERIOR OPTIONAL ON 3 OR 4 TRACK FRAME ABOVE � e;:—f— TYP. VERTICAL SECTION SHOWING (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING ;11 1, /arr THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK Ram 0-mod- RK wfM77 G EXPAAID N07FAND SXL EVENDERNOTA7VW VERTICAL SECTIONS 3 & 4 TRACK Revad Data RwAlbw 1070 TECHNOLOGYDR/VE � F.K 1t few H ADD SILL HT. TABLEAND POSMVEDP REFERENCE TO NOTE NOKOMIS, FL 34275 Tfik D Rarer ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Tumer, P.E. FX 12113/07 I NOOHANl#'TH/33HEET P.O. BOX 1523 tto�ec arras RIr PE #58201 uc earner. � araor�e Dow NOKOW visibly Better s GD780 912 8 a 19 4406-1 I Mechanical F.JC 8118104 J l 4H&Oti 3, 58, 59, LOCATED AT VERTICAL 27 INTERLOCK REINFORCEMENTS REQ'D W/ , • �, 60 or 69 25 18 CENTER, 12° FROM TOP AND 12 USE OF TABLE 1, SHEET 3 17 BOTTOM OF FIXED PANELS ` ' ~' ' .• (3) REQ'D 3, 58, 59, EXISTING STRUCTURE X 60 or 69. 8, 66, 67, 3, 58, 59, 68 or 71 6 X 60 or 69 ITEM 68 SHOWN X 11 O 10 11 25 INTERIOR 51 8,521 (ALL SECTIONS) orS24 ______ EXTERIOR SECT. A A ITEM s24 SHOWN — — — — SECT. B - B — — — — NU7 � FIXED STILE AT JAMB (OUTSIDE) DOUBLE & SINGLE INTERLOCK — — — — — — SECT D - — — -° — . -D MOVABLE INTERLOCK AT P -HOOK & -.,, rRODUCT REVISED 37 Building C de � the Florida 13 14 15 13 38 10 Aeca ce l�l o az -'V �4 e 0 L ---- N l±atgiration I7ateAZZ . sGa -!< m i � z w roduct Comm! Division X it I X X — — ITEM 68 SHOWN 8, 66, 67, III I I I I I 22 68 or 71 6 PRODIlC l MENE WED as cz :st; ?; :'g weEts� ttie Flori EN�araY:e:a 53'.si�: ITEM 824 SHOWN 3, 58, 59, l�ii fay r�ndU�t Ca ! 60 or 69 S18, S21 i?wisica or S24 — — ASTRAGAL REINFORCEMENTS,,,' SECT C -C 27 REQ'D W/ USE OF TABLE 1, SHEET 3 SECT. E -E MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) MOVABLE STILE AT JAMB (INSIDE) Rmsd Br•• pate Raves V-aw- F.K W11/07 G NOCHMHGETHISSHEET HORIZONTAL SECTIONS ay: Dates Raves 1070 TECHNOLOGYDRIVE F.K 1WI6107 H CLAPJFY VP TABLE REFERENCE FOR SECTIONS S-B AND GC. NOKOMIS, FL $4275 Tft FA 12113W R NO CHANGE THIS SHEET P.O. BOX 1526 ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Tuma P.E. s s r- xes PE #68201 1 prawn 8y flaw Chec . p 4 NOKOMIS, FL 34274 Yrsibly Better SGD7M 112 9 m 19 440 6-1 j Mechanical F.IG 6!18/04 JJ �6/tb05 ASTRAGAL REINFORCEMENTS 27 REQ'D W/ USE OF TABLE 1, 23 3, 58, 59, INTERLOCK REINFORCEMENTS REQ'D W/ SHEET 3 3 60 or 69 12 27 USE OF TABLE 1, SHEET 3 13 14 15 13 3, 58, 59, 0 ► + 54 60 or 69 — -- I ill ► INTERIOR 22 �, � I I O (ALL SECTIONS) EXTERIOR IN FIXED - FIXED CONFIGURATION - - - -- --------- - - - - -- DOUBLE & SINGLE INTERLOCK SECT. F -F (NOT SHOWN IN SHEET 4 ELEVATIONS) MOVABLE TO FIXED ASTRAGAL (INSIDE) 3, 58, 59, pRoDUCT REVISED LOCATED AT VERTICAL INTERLOCK REINFORCEMENTS 3, 58, 5,9 as aomplping with the FWde CENTER, 12" FROM TOP AND 3, 58, 59, REQ'D W/ USE OF TABLE 1, 27 ITEM 68 SHOWN 60 or 69 Building Cade d7 —6 BOTTOM OF FIXED PANELS 60 or 69 SHEET 3 1 60 or 69 Ac ce pt t :, / (3) REQ'D 8, 66, 67, 18 25 68 or 71 la q ,�« ton" Maami D Division O 25 0 0 38 n= 10 X ITEM 68 SHOWN mar. raa A lit 8, 66, 671 11,E 1 68 or 71 ITEM S24 SHOWN Tivision � Prc S18,S21 ,,, ITEM S24 SHOWN or S24 S18,S21 -------- - - - - -- 10 or S24 SECT. 1 -1 SECT. G -G SECT. H -H FIXED STILE AT JAMB (INSIDE) DOUBLE & SINGLE INTERLOCK (OX) MOVABLE STILE AT JAMB (OUTSIDE) eY �: 0 Fk 11107 ° "oCru'" °E THIS s''T HORIZONTAL SECTIONS CONTINUED xe F.11 Re Torre 1070 TECHNMOGYDRti/E F.K 10116107 H CL4RIFYDPTA&E REFERENCE FOR SECTIONS Fes; H-H a FIXED INTERLOCK NOKOMIS, FL 34275 Tsw 1: ALUM. SLIDING GLASS DOOR, IMPACT FA 1211W7 1 NO CHANGE' THIS SHEET P.O. BOX 1523 Lucas A. Tumor, P.E. ,, cxed nape NOKOMtS, FL 34274 Visibly Better s °°N0 71 PE #58201 F.K 6118104 J.d 4116/05 SGD730 112 �� °� �9 4406 -1 Mechanical --"'� 2.360 I'"' EXTRUSION SCALE: 1/4 3, 58, 59, $(} 81 INTERIOR 60 or 69 REINF. REQ'D � .125 1.700 � � 3.499 —►{ W/ USE OF I TABLES 1 AND 2, SHEET 3 .090 1.700 27 80 - PANEL CORNER BASE STILE / MAT'L: 6063 -T6 DWG# 4433 .039 • I 81 - PANEL CORNER RECEIVER STILE REINF. I A D W/ USE OF 27 MAT'L: 6063 -T6 TABLES 1 AND 2, SHT. 3 DWG# 4433 INTERIOR 82 2.502 MzIIIIA _ .125 1.700 27 1 EXTERIOR 80 REINF. REQ'D WI f 82 - PANEL CORNER LOCK STILE USE OF TABLES 1 AND 2, SHEET 3 82 MAT'L: 6063 -T6 ` DWG# 4433 81 I I f SECTION SCALE: 1/2 t il 11 if jj PRODUCT REVIISEDFtorida as complying 3 58 Bui ta c No REINF. READ W/ 59 °s G USE OF TABLES 1 2] E XTER IO R A �� 60 or 69 Expiration Date duCl� AND 2, SHEET 3 By Miami Bade. r , =cs Conte DETAIL J - TYPICAL INSIDE 90 CORNER SECTION DETAIL K - TYPICAL OUTSIDE 90 CORNER SECTION INTERIOR f .j4 EXTERIOR SEE DETAIL J ABOVE ' Ror?U+ !' nENEVIED cavKpiY � v i";l the Florida ;M p�cptsstec Pia O �,• tiati ate � t/� EXAMPLE INSIDE 90 CORNER PLAN SILL WIDTH EXAMPLE OUTSIDE 90 CORNER PLAN 2 TRACK = 4.222 gay M I Product Cat►tm9 (4) PANEL BY (4) PANEL DOOR 3 TRACK = 6.130" {4) PANEL BY (4) DOOR DOOR Division (BY -PASS TO BY -PASS SHOWN) 4 TRACK = 8 .038° (BY -PASS TO POCKET SHOWN) INTERIOR SEE DETAIL K ABOVE • . ": L�`� EXTERIOR 341 PLAN SCALE: NONE ila r nwse�• a.� rs avt� FdC aa07 v coRaFCCr c P ARTS REMNLS d srrowsruE REWORCEAgWr 80 1070 n CORNER DOOM SECTIONS AND EXTRUSIONS c x rcH o�oara� F.K 4wmw H AOD ' CORNER �NM AMOMIS. FL 34275 >w R ALU M. SLIDING GLASS DOOR, IMPACT Lucas A. Turner, P.E. F.K imam NOCHAN6E'TffL4SHEET P.O. BOX 1si28 otaw a c OAtz Chrdad Orly IYOK , FL 94274 VWb& .better PE #58201 F.K 6/1&19 Jd 4H6A St3DTW 11 fr 1$ n� 4406 -1 I Mechanical ITEM DWG# PGT # DESCRIPTION ITEM DWG# PGT # IDESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD 41 D 7116 LAMINATED GLASS - 3/16HS EXT. +.090 DUPONT BUTACITE OR ' 2 4386 7P4386 SILLJHEAD WEATHER STRIPPING PAD SAFLENKEEPSAFE MAXIMUM INTERLAYER +3 116HS INT. 3 4303 64303 ORIGINAL FRAME, SILL 42 E 1 1/16 LAMI I.G. GLASS, 3/16 TEMP'- 7116 AIR SPACE - 3/16A EXT. +.090 4 4361 64361 ORIGINAL FRAME, 3.500 SILL ADD ON DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 5 14314 612254 ADAPTER, FIXED PANEL I INTERLAYER+3116HS INT. 6 4315 64315 THRESHOLD COVER 43 F 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16HS EXT. +.090 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 8 4304 612247 ORIGINAL FRAME, JAMB INTERLAYER+3/16HS INT. 9 1155 -1 781PQA #8 X 1" LG. S. STL. QUAD /PHIL PAN HEAD 44 DOW CORNING 899, 995 GLAZING SILICONE OR EQUIV. 10 4306 612249 PANEL SIDE RAIL 46 1 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 11 4383 64383 DOUBLE INTERLOCK 47 11225 6TP248 VINYL BULB WEATHERSTRIP 1 12 4399 64399 INTERLOCK 49 4324 6534601 7/16" LAMI GLAZING BEAD 13 4398 64398 ASTRAGAL BASE 51 4395 64395 1 1/16" LAMI I.G. GLAZING BEAD " 14 4380 64380 FEMALE ADD-ON 52 1267 71267N SETTING BLOCKS 1" X 1/2" X 1/8" THICK 15 4381 64381 MALE ADD-ON 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 16 4305A 64305 TOP & BOTTOM RAIL 54 4356 74356A FIXED PANEL ANGLE BRACKET 17 4403A 64403A P-HOOK FOR POCKET DOORS 55 A 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT SENTRYGLAS PLUS 18 4362 64362 FIXED PANEL CLIP INTERLAYER+3116HS INT. 19 1235 67S16G WSTP .170 X.270 BACK, FIN SEAL 56 G 1 9/16 LAMINATED GLASS -1 /4HS EXt. +.090 DUPONT SENTRYGLAS 20 4393 67393G WSTP .400 X.270 BACK, FIN SEAL PLUS INTERLAYER +1 /4HS INT. 21 72OXI 12X 1/420 X 1.50 PH. PAN HEAD S. STL. TYPE F 57 4375 64375 9/16" LAMI GLAZING BEAD 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 58 4407 64407 FRAME, 4 TRACK SILL 23 71032X1 FPFX #10-32 X 1" I.G. PHILLIPS FLAT HEAD 18-8 S. STL. 59 4408 644108 FRAME, 3 TRACK SILL RECESS ADAPTER MOUNTING SCREW & HANDLES 60 4409 64409 FRAME, 2 TRACK SILL 24 70834X #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. 61 1 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER KEEPER MOUNTING SCREW 62 14411 64411 FRAME, 3.500 SILL ADAPTER 25 78X38PPT #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 63 14412 64412 FRAME, 4 TRACK HEAD PRODUCT USED 26 71032INSERT 10-32 ALUMIN THREADED INSERT 64 14413 64413 FRAME, 3 TRACK HEAD as c omplying with the Florida 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 65 4414 64414 FRAME, 2 TRACK HEAD Building Code '�� / 28 4388 MOVING/FIXED INTERLOCK END PLUG 66 4415 64415 FRAME, 4 TRACK JAMB AcceptanceNodZ.AV —� b Expiration Date W#V* G #1 29 4387 44387 ASTRAGAL BASE END PLUG 67 4416 64416 FRAME, 3 TRACK JAMB ! 30 4389 44389N LOCKSTILE END PLUG 68 4417 64417 FRAME, 2 TRACK JAMB control miand 31 4392 7)=IMD BS TOP RIGHT STICKER COVER 69 4442 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL Division 32 4392 7XI0(4MD (BSW) BOTTOM RIGHT STICKER COVER 70 4441 64441 FRAME, 2 TRACK HEAD W/ SCREEN RAIL 33 4392 7)=MD(BS TOP LEFT STICKER COVER 71 4443 64443 FRAME, 2 TRACK JAMB W/ SCREEN RAIL 34 4392 7)=MD (BSW) BOTTOM LEFT STICKER COVER 80 4433 64433 PANEL CORNER, BASE STILE 35 1049 71049 TANDEM ROLLER 81 4434 64434 PANEL CORNER, RECEIVER STILE FEMALE 36 1636 72048 W,K,S 314" HOLE PLUG 82 4435 64435 PANEL CORNER, LOCK STILE ALE 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE S1 4317 612256 SCREEN, TOP RAIL (1) TRUTH EXTERIOR PULL HANDLE & BASE S4 4318 612257 SCREEN, BOTTOM RAIL M ODUCr rENTE F - n (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE S7 4319 612258 SCREEN, SIDE RAIL comoy with the Flonda S11 4320 612259 SCREEN, Building epw=- N SCREWS MEETING RAIL Accepta�.:�: o 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE S13 4428 64428 SCREEN, DOUBLE INTERLOCK Expiration (1) TRUTH EXTERIOR PULL HANDLE & BASE S14 4344 64344 SCREEN, ASTRAGAL g y j�' S15 4384 64384 SCREEN, ASTRAGAL ADAPTER Miami Dade I'Miuct Control (2) #8-32 X 13/4" COLOR MATCHED HANDLE BASE S16 4418 64418 SCREEN, 3 TRACK SILL Division SCREWS S17 4419 64419 SCREEN, 3 TRACK HEAD (1) MORTISE LOCK LATCH & KEEPER S18 4420 64420 SCREEN, 3 TRACK JAMB (1) STAINLESS MORTICE LOCK S19 4421 64421 SCREEN, 2 TRACK SILL (1) ZINC DICHROMATE RECESS ADAPTER S20 4422 64422 SCREEN, 2 TRACK HEAD --5e 39 B 7/16 LAMINATED GLASS - 3 /16HS EXT. +.090 DUPONT SENTRYGLAS S21 4423 64423 SCREEN, 2 TRACK JAMB PLUS INTERLAYER+3/16HS INT. S22 4424 64424 SCREEN, 1 TRACK SILL 40 C 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT BUTACITE OR IS231 4425 64425 ISCREEN, 1 TRACK HEAD SAFLEXJKEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. I S24 1 4426 164426 ISCREEN, 1 TRACK JAMB Read 0r. Date Re hw- REVERSE'AMWAL I tlEArsTpa4GTw-AfED ORDM ITEw4oAAo 55. FIL 8N 1107 G cH,vvGEITEM PARTS LIST RenadBy. DSM- Ravmra,x 1070 TECHAIOLOGYDR/VE FX 10/18107 H CLARIFYEXT.ANT. GLASS RECIPES ITEMS 39, 40, 49, 4Z 43, 55, AND 58 NOKOMIS, FL 34275 TMW F.K 12113 1 NO CHANGE THIS SHEEr P.O. Box lug ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Turner, P.E. DrewmeY Data. c>reorwa .Dam: NOKOMIS�, FL 34274 Visibly Hester se,raenvoac soots: t pArinpRo. Rev: PE 458201 FK 6118!04 ,L,I 4IIS SGD730 NTS 72 d 19 440Cr1 I Mechanical I 5.177 -- --►i 1.800 --*� 1.986 L �+--- 5.177 -►{� .062 .190 I .125 I� 1.087 2.435 --- �- al --•� -- .062 A62 -�- t -�-- � 1.619 �..� 3.500 .421 .557 U 2.875 .078 � .078 -��- 1 - ORIGINAL FRAME HEAD 5 - ADAPTER, FIXED PANEL 6 - THRESHOLD COVER 17 - P -HOOK 3 - ORIGINAL FRAME SILL 4 - ORIGINAL ADD ON SILL MAIL: 6063 -T5 MAIL: 6063 -T5 MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4314 MAIL: 6063 T5 MATL: 44 03A 3- A DWG# 4302 DWG# 4303 DWG# 4361 DWG# 4315 DWG# 44 1.874 2.700 5.357 2.964 2.376 WALLS VARY nA WALLS VARY FROM .060 FROM .060 TO.125 2'961 WALLS VARY 2'961 1.235 1644 062 T0.250 2 FROM .060 TO.125 .078 _f F EDJ 8 - ORIGINAL FRAME JAMB 10 - PANEL SIDE RAIL 11 - DOUBLE INTERLOCK 12 - INTERLOCK 13 - ASTRAGAL BASE MATL: 6063 -T5 MATL: 6063 -T5 MATL: 6063HS -T6 MATL: 6063HS -T6 MATL: 6063 -T6 DWG# 4304 DWG# 4306 DWG# 4383 DWG# 4399 DWG# 4398 500 1.428 2.757 1. �� 1935 . I•�- -� � � • 500 1.700 .109 0 2.591 .800 1.500 1.700 .062 as P ROD UC T with he .188 -A .060 as complying with the 1•'loricis Building Code ­4 1.670 1 Acceptance No 64 .108 18 - FIXED PANEL CLIP 27 - ALUM. REINF. Expiration bate 15 - MALE ADD-ON 16 - TOP BOTT. RAIL MATL: 6063 -T5 MATL: 6005 -T5 B y 14 - FEMALE ADD-ON MAT'L: 6063 -T5 MATL: 6063 -T5 DWG #4362 DWG# 4357wLAWD kne MATL: 6063 -T5 DWG# 4381 DWG# 4305A Division DWG# 4380 -� 1 1.342 1.045 1.019 1.305 1.993 1.872 .050 RC?T3Ut'i , with he Florida S14 - SCREEN ASTRAGAL coraslyFr,wFY9a tLe F 1A nG�Li� Cole .062 1.019 MATL: 6063 -T5 AcceP ^ice O .062 DWG# 4344 3.162 �'i4Tt Date „ I S4 - SCREEN BOTTOM RAIL S11 - SCREEN MEETING RAIL 063 i'roaust . 20 14 1.993 (SCREEN FRAME) (SCREEN FRAME) -� �'" Division .062 MAT'L: 6063 -T5 1.872 MATL: 6063 -T5 I I DWG# 4318 DWG# 4320 062 1.872 2.272 1.045 Li .062 1.423 �-r- S1 - SCREEN TOP RAIL S7 - SCREEN SIDE RAIL S13 - SCREEN DOUBLE INTERLOCK S15- SCREEN (SCREEN FRAME) (SCREEN FRAME) (SCREEN FRAME) ASTRAGAL ADAPTER MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4317 DWG# 4319 MATL: 6063-75 MATL: 6063-75 DWG# 4328 DWG# 4384 ftwda . adw seats F .IC 9/117 G ADD rrEM 1 OVERALL D tMnvslonr EXTRUSIONS Reasd Bl= aesm: Revmtarre: 1070 TECHNOLOGY DRIVE �'"`"�' FA 10/18/07 H NO CHANGE THIS SHEET NOKOMIS, FL 34275 nw Revftbw WWAF Oak, a so 1529 ALUM. SLIDING GLASS DOOR, IMPACT LL=s A. Tumer, P.E. F.IC 12H3w I NO CHANGE THIS SHEET a 5a�x daxd�tlYe Rerc ream, or. aWX Ctredeod vats NOKOMIS, FL 34274 Vbribly Better PE #58201 F.K 81 ?8/04 dr 4i1aw SW7W NTS 93 19 440&9 I Mechanic II 8.038 6. 130 ----IN 4.222 -�-1 494 -� r.-- .494 --� �-- rril - 1 .078 -- -11f - � .o7s 2.625 �1r" -" 2.625 2.625 A78 2.713 3.500 078 .o7s --II -- 58 - 4 TRACK SILL 59 - 3 TRACK SILL 60 - 2 TRACK SILL 61 - STANDARD SILL RISER 62 - 3.50 SILL RISER MATL: 6063 -T6 MAT'L: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 DWG# 4407 DWG# 4408 DWG# 4409 DWG# 4410 DWG# 4441 8.038 � I 6.130 � 4.222 � 8A38 6.130 1 1.619 1.619 1.235 1.2 .078 078 - -- r- ��.. -- 078 ---- -��-�- 1.619 -j 078 --- -- 63 - 4 TRACK HEAD 64 - 3 TRACK HEAD 65 - 2 TRACK HEAD 66 - 4 TRACK JAMB 67 - 3 TRACK JAMB MAIL: 6063 -T6 MAT'L: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 DWG# 4412 DWG# 4413 DWG# 4414 DWG# 4415 DWG# 4416 r---- 4.222 - •--•1� 3 810 I� 3.810 L 3.810 2.546 2.546 L i .810 oil 1.235 1.619 .078 -- -+�F�+ -- wi 14c16i 810 . 19 1.619 �f the r IP .078 68 - TRACK JAMB n Di 13WIding C044 .078 - =,�- -- .07$ - + � an Aatc . S16 - SCREEN S17 - SCREEN S18 - SCREEN S19 - SCREEN S20 - SCREEN MATL: 6063 -T6 3 TRACK FRAME SILL 3 TRACK FRAME HEAD 3 TRACK FRAME JAMB 2 TRACK FRAME SILL 2 TRACK FRAME HEAD Z � DWG# 4417 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 Division DWG# 4418 DWG# 4419 DWG# 4420 DWG# 4421 DWG# 4422 2.546 1.283 -}-► -I 1.2$3 � � -j-� 1.283[- � � .500 1.619 .810 L' I 27 - ALUM. REINF. 1.6119 9 .078 1.619 .. �. .078 MATL: 6005 -T5 1.500 078 DWG# 4357 pE�ilI TjL�RTMViHD as mr- . S21 - SCREEN S22 - SCREEN S23 - SCREEN S24 - SCREEN .06 2 TRACK FRAME JAMB 1 TRACK FRAME SILL 1 TRACK FRAME HEAD 1 TRACK FRAME JAMB MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 5.505 l By DWG# 4423 DWG# 4424 DWG# 4425 DWG# 4426 i,i 1'►oe Cow }+-- 5.505 � 17�ivisiao 1 r---- 5.505 -- ---I� 2.625 1.619 1.235 . .078 FRAME 2 TRACK HEAD W/ SCREEN RAIL 71 - FRAME RA IL 69 FRAME 22 TRACK JAMB W/ SCREED $ 70 TRACK ILL W/ SCREEN RAIL 2 RA S MATL: 6063 -T6 MATL: 6063-T6 MATL: 6063 -T6 DWG# 4441 DWG# 4443 DWG# 4442 FJC Ro or. Dow WA ""'ter" H � > P T EXTRUSIONS FRAME owe: Arrlriar�z 1070TECHNDtOGYDRiME , Fx fQ ism H Aw nEW 27REWORCEW&fT NOMXW, FL 34M Tmw Fx , r Nocx�+nr,�rHrsstaEer P.O. eox:s2s er ALUM. SLIDING GLASS DC�R, IMPACT Lucas A. Tum, P.E. � W. ore Cad NwoAI/S, FL 34274 Vwb& Better swUNwa a aawc ae nart�p►ra Aw. PE hanlca F.K biH8(04 J.4 4116W SWIM NTS 74 d 79 4400 -1 1 M�hank�l NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1. APPROVED ANCHOR TYPES: 1, 1/4" ELCO TAPCON 2, 1/4" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION, P -HOOK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTOM ANCHOR TO BE 2" MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19. 3. MAX. 96" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLES 1 AND 2, SHEET 3) AND 120" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLE 1, SHEET 3). HEAD & SILL... 81/4" MAX. FROM FRAME CORNERS AND 16 3/8" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. • 4. MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE (TABLE 1, SHEET 31 HEAD & SILL... 81/4" MAX. FROM FRAME CORNERS AND 2213/16" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. 5. JAMBS AND P -HOOKS ANCHORAGE ALL DOORS. 8" MAX FROM BOTTOM AND 26" MAX. O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 16. 6. "ANCHORS PER PANEL" ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB ! P -HOOK, L ,..— ASTRAGAL CL = INTERLOCK CL 3" MIN' TYP. 1 112" MIN. TYP. EXAMPLES OF HEAD AND 1 1/2" MIN. TYP. 'A' DIM. 3" MIN. TYP. 'A' DIM. 'A' DIM. MAX. O.C. MAX. MAX INTERIOR SILL ANCHORAGE, STRAIGHT O.C. O.C. AND 90° CORNER DOOR j O 0 O O — 'A' DIM. ^ ^ 'A' DIM. i 'A' DIM. 81/4" MAX. 83116 MAX. X. MAX MAX. 8114 n MAX. O.C. MAX. O.C. O.C. O.C. TYP. EXTERIOR (2) 8 rn'• EXAMPLE 1 FROM TABLE 3, SHT.16 (C8+4), t� ANCHORS SEE ( CORNER© (8 (SEE ORTE�EXAMPLE ANAN O LAN ABOVE) d PER LOC. DETAIL A (� 'A' DIM. DETAIL A' @ HEAD & SILL ' MAX. MOVV WO � O.C. as comPY 3" MIN. Y U d BujwS ce � I 8 3/16" MAX. O i Date.A�� TYP ANCHOR z z ANCHORS MAX. JAMB. O.C. �, CC' PER NOTE 5. HEAD AND SILL aa�aav� ' - - - -- PER LOC. M PER LOC. MAX. ANCHOR SPACING � I - @ P -HOOK O w O @ JAMB J —� ' z -' NOM. PANEL WIDTH 'A' DIM. MAX. p <48" WIDE 16 318" 'A' DIM. P -HOOK 0 >48" WIDE 2013116" MAX. O.C. O.C. PER c� J w NOTE 5. Z 8" MAX. TYP. 81/4" I Ron - yirS %• - r���n ccan A DIM. DETAIL B8 MAX -- �••._ I ��;�irg.vi:ht?�Ftuc'ida ® SEE 8 SEE uiltdi:•. cc4:3 MAX. O.C. DETAIL C INTERLOCK 3" MIN. DETAIL B DETAIL C TYP• c pira ani3aie �� © INTERIOR 3/16" MAX. xG ; � i Zo l4 TYP. asm. ado II' I?iviai�a _ j NT MAX. �— INT. 81/4" 'A' DIM. 8114" INT. MAX. , 'A' DIM. MAX. O.C. 'A' DIM. MAX. MAX. O.C. MAX. O.C. 2-TRACK OUTSIDE 3 -TRACK INSIDE 4-TRACK OUTSIDE EXTERIOR EXAMPLE 2 FROM TABLE 3, SHT.16 (C6 +2)® CORNER W/ C8 CLUSTER CORNER W/ C6 CLUSTER CORNER W/ C6 CLUSTER ,,; l � (6) ANCHOR CLUSTER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) EXAMPLE CORNER CLUSTERS & / f Aevad8r. Oak ftW*rN; CONVWrOC4WLESTORV LIDE90vEGREECORNERAPPUCATRW F.IG ar1 1107 G REVISE NOTES $ 4, & SJAbB & P HOOKANCHOR SPAC�tG ANCHORAGE SPACING ,� te: > vsa8y: a tmo TECHNOLOGY tRnrE >�: • Rand W. bahr Www AC;7- F.lG 1 0/16M H cuiRlFrcOl�vERASrnAGALANCHORA NolCOMiS,FL3427S ALUM. SLIDING GLASS DOOR IMPACT P.O. BOX t628 Lucas A. Tumor, P.E. FJG llq& T ! CLARIFY CORNER CLUMNS REOV AND CHANGE NOTES 4 4 & 5. 8akmxoed & z shme J N*. PE #58201 o ey I NOKONUS, FL 34274 Visibly Better SGUM l!8 15 d 79 44Q&1 I Mechaniew FA 6118104 ju 4HS+DS J „ ANCHORAGE ©TABLE 3. �* FOR USE WITH DP TABLE 1, SHEET 3 FOR USE WITH DP TABLE 2, SHEET 3 GLASS TYPE > A,B,G C, D,E,F REINFORCED > YES, REINF. REQ'D IN INTERLOCKS, REINF. NOT REQ'D IN STRAIGHT INTERLOCKS ASTRAGALS, AND 90 CORNERS AND ASTRAGALS. SEE EXCEPTION NOTE 3. Q ANCHOR TYPE HEAD & SILL CLUSTER JAMB P -HOOK HEAD & SILL CLUSTER JAMB P -HOOK & SUBSTRATE N + ADD'_ PER PANEL + ADD'_ PER PANEL R N 1 I N N N N N R NOM. N W s PANEL DOOR 8 8 p 8 p 8 8 O � � O � � O � ' p O WIDTH x HT. n n o n n o z O z z O z z O z z 1 0 w n v C� 0 v C? c7 v 0 0 ; v r 24.000 x 80.000 C4 +2 C4 +2 C4 +2 8 I 8 8 4 4 4 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 84.000 �C4 +2. +2 « +2 « «.. l .. « ._. _ « 4 « _ » . . +2 . «. +2 _ « +2 « « . « $_ 8 . «. 4 « « . N R 90.000 C4 +2 C4 +2 C4 +2 8 8; 8 4 4 4 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 96.000 C4 +2 C4 +2 C4 +2 10 10 1 10 5 5 5 C6 +2... m C4. +2 « C4 +2 « 1 Q 10 » »10� «5 ....._ «5 . '_..... «5. o 102.000 C4 +2 C4 +2 C4 +2 10 10 =. 10 5 5 5 108.000 C4 +2 Cq +2 C4 +2 10 ':. 10 10 5 5 5 GLASS TYPE NOT AVAILABLE $ ° 114.000 C4 +2 C4 +2 C4 +2 10 ; 10 10 5 5 5 «... »... » ». »......._..._._... _» » ..«.« . ............. _ ... .... ».. ». »... ». ». »» »...« w 120.000 C4 + 2 C4 +2 C4 + 10 10 10 5 5 5 30.000 x 80.000 C4 +2 C4 +2 C4 +2 8 1 8 8 4 4 4 C6 +2 C4 +2 C4 +2 8 8 8 4 4 d;:4 84 .000 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 C6 +2 C4 +2 C4 +2 8 8 8 4 4 90.000 C6 +2 C4 +2 C4 +2 8 1 8 1 8 4 4 4 C6 +2 C4 +2 C4 +2 8 8 8 4 4 96.000 C6 +2 C4 +2 C4 +2 8 1 8 j 8 4 4 4 C6 +2 C4 +2 C4 +2 10 10 10 5 5 102.000 C6 +2 C4 +2 C4 +2 10 1 10 10 5 5 5 «._...__ ._ ................. «. «... «... »« .«....._._. __a._._... «.; «._..._........._. « .......... . ....... .... 108.000 C6 +2 C4 +2 C4 +2 10 1 1 ' 10 5 5 5 GLASS TYPE NOT AVAILABLE g 114.000 C6 +2 C4 +2 C4 +2 10 10 10 5 1 5 5 b 120.000 C6 +2 C4 +2 C4 +2 10 10 10 5 5 5 36.000 x 80.000 C6 +2 C4 +4 C4 +4 8 1 8 8 4 4 4 C6 +2 C4 +4 C4 +4 8 8 8 4 4 1 5 �.� «....... « «_. «...._. __. ...... « 84.000 C6 +2 C4 +4 C4 +4 8 1 8 1 8 4 4 4 C8 +2 C4 +4 C6 +2 8 8 8 4 4 1 5 90.000 C6 +2 C4 +4 C4 +4 8: 8 8 4 4 5 C8 +2 C4 +4 C6 +2 10 8 8 4 4 1 5 96.000 C8 +2 C4 +4 C6 +2 8 8 1 8 4 4 5 C8 +2 C6 +2 C6 +2 10 10 10 5 1 1 5 5 102.000 C6 +2 C4 +4 C4 +4 10 g 10 10 5 5 5 108.000 C6 +2 C4 +4 C4 +4 10 10 10 5 5 5 GLASS TYPE NOT AVAILABLE 114.000 C8 +2 C4 +4 C6 +2 10 10 10 5 5 5 120.000 C8 +2 C4 +4 C6 +2 10 1 10 1 10 1 5 5 5 42.000 x 80.000 C4 +4 C4 +4 C4 +4 8 1 8 1 8 4 4 5 C6 +4 C6 +4 C6 +4 10 8 8 4 4 1 5 84.000 C6 +4 C4 +4 C6 +4 8 1 8 `:, 8 4 4 5 C6 +4 C6 +4 C6 +4 10 8 8 4 4 6 5 _........_.. « ..... ........._.... «..... ......_..._._... ...... _.._q._._......y........... .......... .......«.. «. «. «... .. «._. « «.. «.. «.. ........_... «._... . «..._..... «...... . «........ 90.000 C6 +4 C6 +4 C6 +4 10 8 8 4 4 5 C8 +4 C6 +4 C6 +4 10 8 8 4 4 6 96.000 C6 +4 C6 +4 C6 +4 10 1 8 1 8 4 4 5 C8 +4 C6 +4 C8 +4 10 10 10 5 5 1 6 102.000 C8 +4 C4 +4 C6 +4 10 1 10 10 5 5 5 p n 108.000 C8 +4 C6 +4 C6 +4 10 1 10 10 5 5 A O 114.000 C8 +4 C6 +4 C6 +4 10 : 10 10 5 5 GLASS TYPE NOT AVAILABLE 120.000 C10 +2 C6 +4 C6 +4 10 ! 10 10 5 5 M Q 48.000 x 80.000 C6 +4 C6 +4 C4 +4 10 8 ': 8 4 1 4 5 C8 +4 C4 +4 C4 +4 10 8 8 4 4 1 6 84.000 C6 +4 C6 +4 C4 +4 10 8 8 4 4 5 C8 +4 C4 +4 C6 +4 10 8 8 5 4 '_. 6, tq G} 90.000 C8 +4 C6 +4 C4 +4 10 1 8 =. 8 4 4 6 C8 +4 C4 +4 C6 +4 12 8 10 5 5 6 _ M �l 96.000 C8 +4 C6 +4 C6 +4 10 8 _ � 8 5 4 6 C10 +4 C6 +4 C6 +4 12 10 10 5 5 7 102 .000 C6 +4 C6 +4 C6 +4 10 1 10 10 5 5 6 �j 108.000 C8 +4 C6 +4 C6 +4 10 i 10 ; 10 5 5 6 GLASS TYPE NOT AVAILABLE p 114.000 C8 +4 C6 +4 C8 +4 12 10 i 10 5 5 6 O 120.000 C8 +4 C6 +4 - Cr+r 12 10 1 10 5 5 6 54.000 x 80.000 C8 +4 C4 +4 C4 +4 10 ; 8 ; 8 4 4 5 84.000 C8 +4 C4 +4 C6 +4 10 8 1 8 5 4 6 90.000 C8 +4 C4 GLASS TYPE NOT AVAILABLE +4 C6 +4 10 8 10 5 5 6 p 96 .000 C10 +4 C6 +4 C6 +4 12 10 1 10 5 5 6 -1 60.000 x 80.000 C6 +6 C4 +4 C6 +4 10 4 8 1 8 5 4 6 84.000 C6 +6 C6 +4 C6 +4 12 ! 8 1 10 5 5 6 GLASS TYPE NOT AVAILABLE 90.000 C8 +6 C6 +4 C6 +4 12 10 10 5 5 7 96.000 . C8+6 . . C6+4 . » C8+4 . »» 12 .. O .. . s . » 7 « NOTES: EXAMPLE 1 r:m 1. APPROVED ANCHOR TYPES: O W b 1, 1/4" ELCO TAPCON EXAMPLE 2 2, 1/4" ELCO SS4 CRETE -FLEX SEE SHT. 15 b a, 3, #12 STEEL SCREW (G5) m , n 2. CLUSTER QUANTITIES PERTAIN TO INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS. SEE SHEET 15 m o T FOR ANCHOR SPACING REQUIREMENTS. m '•.", �». 3. ALL 90° CORNER DOORS REQUIRE REINFORCEMENT IN THE CORNER BASE STILES REGARDLESS OF DOOR WIDTH, HEIGHT, OR DESIGN PRESSURE TABLE USED 13/4" NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR HEAD, MIN. EXTERIOR INTERIOR SHTS 17 SILL AND JAMB AND In FOR P -HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN 2.823" MIN. O.C. DISTANCE E 2x WOOD THRU 19 MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS (MW. 3 KSI TYP.... (ALL SECTIONS) NOTE 2 (MIN.1 3/8" EMBED.) OR 1/4" ELCO SS4 CRETE -FLEX (13/4 MIN. EMBED.). FLAT HEADS CONCRETE) ' • • ' « °'40r ;; .:: . ' NOTE 1 TO BE #12 TRIMFIT TYPE. ° 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE i 1 3/8" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 1x WOOD BUCK UT MIN. DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE NOTE 2 OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 1/4" MAX. SHIM AUTHORITY HAVING JURISDICTION {AHJ) S MAX 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH CONCRETE ANCHOR, OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER NOTE 1 WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO NOTE 5 THAT SHOWN IN THE DETAILS ON SHEETS 17,18 AND 19 FOR 2x WOOD BUCKS. THE 2.823" MIN 1314" MIN. ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT O.C. DIST. E.D. TYP. 2x WOOD INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON (MIN. 3 KSI NOTE 2 SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 15 MAY CONCRETE) ... r ' ' BE USED. r ` 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE » �.... ;• r: •. . » ; ;�•' NOTE 1 '•: �'.' 13/8" TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK 1 x WOOD BUCK •` ' NOTE 2 MIN. CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, 1/4" MAX, SCREEN EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO SHIM FRAME 1/4" MAX. WHICH THE FASTNER IS EMBEDED. SHIM 5. FOR WOOD APPLICATIONS ELCO 1/4" SS4 CRETE -FLEX ANCHORS WITH #12 TRIMFIT CONCRETE ANCHOR, WOOD ANCHOR, SEE NOTE 5 HEADS MAY BE USED INSTEAD OF #12 STEEL (G5) ALTERNATE 2 TRACK FORAME 2— TRACK FRAME HEAD INSTALLATIONS SCREWS. SEE SHTS. 15 AND 16. In MIN. EDGE DISTANCE FOR WOOD FASTENERS. W/ SCREEN RAIL .823" MIN. 1314" MIN. E.D., TYP. O.C. DIST. 2x WOOD pRonum OVISEt? (MIN. 3 KSI ,. _ NOTE 2 . ..inpi inswid ft Blding Code CONCRETE);`.'' '� ! �;� ...::��:�`�'' ~ A A`up�nceNO0Z �' • �:� " ;' NOTE 1 p Dow d l 1 3/8" 1x WOOD BUCK MIN. lay con NOTE 2 Mi► fact trod SCREEN ATTACHMENT 1/4" MAX. TO BE APPPROVED SHIM 114" MAX. SHIM BY AHJ SCREEN FRAME CONCRETE ANCHOR, NOTE 1 3 -TRACK FRAME HEAD INSTALLATIONS WOOD ANCHOR NOTE 5 2.$23" MIN. 1 3/4 "MIN. 2x WOOD t7 CT PE\ TF; j, n O.C. DIST. E.D. TYP. Tt�D (MIN. 3 KSI _ - NOTE 2 car..;il;i :3e, °a w�� i:.asida CONCRETE);' <,. .;`:.t :.;..::. i ': : , .:... :,• �: n , ;�i;cat:%od. — t7 cc 1,1.30 t •: � v� •..., .• �;..... •, �,.. �.* ' , ,';'.�:'•• NOTE 1 insSzan zz. X 1x WOOD BUCK MIN. y NOTE 2 Yraduct controf t SCREEN ATTACHMENT ��sto:L 1/4" MAX. 114" MAX. SHIM TO BE APPPROVED SHIM BY AHJ CONCRETE ANCHOR, NOTE 1 SCREEN FRAME WOOD ANCHOR 4 -TRACK FRAME HEAD INSTALLATIONS NOTE s Z--1- 1 Read Or F>L 9H1107 o ADD ED. DW AND scREENATrACHIVTNOTATION p ..�.R ANCHORAGE DETAILS, HEAD lid ar•' Oda Revkkr� 1070 TECHNOLOGYDR/VE FJG 10/16W H CLARIF1'NOTE2ANDAHJNOTATIONS NOKOMIS, FL 34275 7mr Or. r ALUM. SLIDING GLASS DOOR, IMPACT FJG 1211=7 I NO CHANGE THIS SHEET P.O. BOX 1528 Lucas A. Turner, P.E. Otsmey O�wr D sleet NOKOMIA R 34274 Visibly Better saot� PE #S=l F.K 6118104 J.t 4hEd05 SGD730 114 17 of 19 4408 -9 I Mechanical t 1 3/8" MIN. 1 3/8" MIN. --►{ 1 3/8" MIN. WOOD ANCHOR WOOD ANCHOR NOTE 5, SHT. 17 NOTE 5, SHT. 17 1.908" MIN. OWE 2 O.C. DISTANCE SHT. 17 SCREEN FRAME WOOD ANCHOR 2x WOOD NOTE 5, SHEET 17 1/4" MAX. SHIM °-►r I r-- NOTE 2, 1/4" MAX. SHIM --►� I-y-- INTERIOR SHT. 17 (ALL SECTIONS) NOTE 1, NOTE 1, EXTERIOR 1x WOOD BUCK SHT. 17 SH 17 SCREEN NOTE 2, SHT. 17 1314" MIN. NOTE 2, SHT. 17 1x WOOD BUCK FRAME E.D. TYP. 2x WOOD ALTERNATE 2 TRACK FRAME d w 13/4 "MIN. E.D. TYP. NOTE CONCRETE 2 i:. ANCHOR W1 SCREEN RAIL .,� ; -� SHT. 17 NOTE 1 • '''' ` ; - 1.908" MIN. 1.908" MIN. 1/4" SHIM MAX. SHT. 17 �' : • J.C. DISTANCE O.C. DISTANCE CONCRETE ANCHOR NOTE 1 : SHT. 17 {MIN. 3 KSI NOTE 1 • ' (MIN. 3 KSI '' '.'� L CONCRETE) 1x WOOD BUCK SHT. 17 .'•..,: `CONCRETE) ..: , 1/4" SHIM MAX. --� I-•-- 1/4" SHIM MAX. NOTE 2, SHT. 17 ORIGINAL 2 -TRACK FRAME 2 -TRACK FRAME ':!� °� n Withft JAMB INSTALLATIONS JAMB INSTALLATIONS ::+ "" 1 3/4's A anccr - °=t:o � ' MIN. Fa�irat►anDate «� NOTE 1, TYP. M iDade CctContr°'1� 1x WOOD BUCK SHT. 17 s ,:' Division NOTE 2, SHT. 17 1318" MIN. CONCRETE , : � ANCHOR , NOTE 1., �• � • •,�l:.� ? •: 1 314 MIN. SHT. 17 :.:: ,•• 1.908" MIN. O.0 CONCRETE ''•': E'D'T' ''.' DISTANCE y WOOD ANCHOR ANCHOR :_� :'-- SCREEN to ©Dil yi FtLI4S'�J NOTE I •:. NOTE 5, = ccn rlyin ,v ti, t12e Florida SHT. 17 • • ' 1.908 MIN. SHEET 17 2x WOOD ATTACHMENT ,.•: '` uildiv.sCOde " . Db NOTE 2 ••• ;radonl3a.$ � TO BE � O.C. DISTANCE SHT. 17 APPPROVED BY AHJ ' •j ' {MIN. 3 KSI DY oductControl SCREEN ;,• y ; ''..CONCRETE) Mian►i actcPr ATTACHMENT (MIN. 3 KSI •' .. TO BE ,:;:a;; CONCRETE) SCREEN 1/4" SHIM MAX. —►� �-• APPPROVED r' FRAME BY AHJ 4. 1/4" SHIM MAX. -.--j 114" SHIM MAX. --►••� {•�-•- � � %%-''� 4 -TRACK FRAME 3 -TRACK FRAME JAMB INSTALLATIONS JAMB INSTALLATIONS easy.• nasal Iftwobw r FJG sl!1107 a aMMrntEO rocoNCaNC rottaGevFraresssc nrarrac alENrNO 19;W—Br. GE DETAILS JAMB 19;W �: Rix 1070 TECtlNOLOQYDRlVE , FX 1011e107 mr ccaRIFraxJNOrarwNS NOKOM!$ FL 34275 ALUM. SLIDING GLASS DOOR, IMPACT 0f Lucas A. Turner, P.E. FJL l2H3/07 I NOCNaNCiETHf33HEET' P.O BOX 1b29 + x Deem Ghedmd iT NOKOMlS, FL 34274 Visibly Better s shot Na Rer PE #58201 F.K 6/18/!14 j ti 4/1sw SGD730 1/4 98 d 99 4406 -1 I Mechanical SCREEN WOOD ANCHOR, WOOD.ANCHOR, WOOD ANCHOR, FRAME NOTE 5, SHT 17 NOTE 5, SHT 17 NOTE 5; SHT 17 SCREEN FRAME SCREEN FRAME ry^ .� t`_'.� . 4• y .!,� '+°E:'^�,s •,y@)w t• � L !+^�; •9`'°k'..4y - Y° • 6 ' + �S ' �`q� C � w � +yye(• "r �,i�.`wi 1i4" MAX. 1 3/8" MIN. 1i4" MAX. 1 318" MIN. 1/4" MAX. 13/8" MIN. NOTE 1 NOTE 1 NOTE 1 ' 7 2x WOOD 2x WOOD SCREEN NOTE 2, SHT. 17 SCREEN NOTE 2, SHT. 17 ALTERNATE 2 TRACK 2x WOOD FRAME FRAME FRAME W/ SCREEN RAIL NOTE 2 CONCRETE CONCRETE CONCRETE SHT 17 114" MAX ANCHOR, ANCHOR, 114" MAX. ANCHOR, NOTE 1 NOTE 1, SHT. 17 1/4" MAX. NOTE 1, SHT. 17 NOTE 1 NOTE 1,SHT.17 r - NOTE 1 M'�s •' a t •x - A. l*•v n '�9';e � 4 .G1.ltr"�'a',4y . t'e'1'�•`%� � �, b'+*.. «nr ' ffiS ' ?�• :.. t '� _` ; :: : •'.•.: . +: w '. NOTE 1 : , !y A - •� .+•' `p• �•• '� N• r `•t•• • .'�i: •�' • Sl1y: e � • 't• a;a �•:•. 1 't`• •'3��.'S.,�• ,f��`•.il•. �•; ry :�, SHT. 17 ',: SHT.17 1 r .:' e.';: �`•_' ".` �" SHT. 17 y ' •. ._ { ', J , •+ I• t . � •.. •• .•. • '' ••.. :' :• "� S.•hrgSf ► :r4. '' ' ".'••• . (3 KS I MIN. CONCRETE 1 3!4 " ) ' (3 KSI MIN. CO CRf_TE) i (3 KSI MIN. CONCRETE) . SEE y 13/4" MIN. E.D. TYP. -�I SEE 13/4' MIN. E.D. TYP. NOTE 2 MIN. E.DI �— NOTE 2 NOTE 2 4 -TRACK FRAME SILL INSTALLATIONS 3- TRACK FRAME SILL INSTALLATIONS 2 -TRACK FRAME SILL INSTALLATIONS EXTERIOR INTERIOR NOTE: ANCHORS ARE STAGGERED 1" MIN. AT P -HOOK_ vv (ALL SILL SECTIONS) V WOOD ANCHOR ANCHOR EMBEDMENT AT P -HOOK: 114" TAPCON -1 318." N. NOTE 5, SHT. 17 3 KSI MIN. CONCRETE 114" CRETE -FLEX -1 4" MIN. PR ODUCTRMS 7 1 x WOOD BUCK "`` c� NOTE NOTE in co a I•�b ftud NOTE 2, SHT. 17 cepwcodc 6 ABOVE , °. w Aoceptanae No -02-0 0 NOTE a t.. SM ._ NOTE ABOVE NOTE ABOVE -• `� Expiration Date ,�,�,�� 3/8 "MIN. ABOVE 3/8" MIN. ABOVE 318" MIN. 13/8" MIN. 1/4" MAX. 1 3/8 MIN. ProdwA • f'i �. �" -�'" C .+ ,j *�: NOTE 1 " CONCRETE " WOOD i lion CONCRETE ;•,•. r•:.`. #'.'; 1 ANCHOR, •.� :� 1 ANCHOR, ANCHOR 2x W NOTE 1, <' 1" NOTE I, - `• ::o ' 1° NOTE 5, 2x WOOD WOOD • '�' ° S 17 '" ",•'_'' S 7 c' ": E.D. SHT. 17 NOTE 2 NOTE 2, SHT. 17 E SHT. 17 r . F CONCRETE ANCHOR, NOTE 1, SHT. 17 1/4" MAX. NOTE 1, I`.ODc3t't %rT;} stF<� I orici:t C� T ? ^,ry51' iv ii SHT. 17 +.; NOTE 1 ,<<'�:; ='' - D ,�8 • (SILL) (SILL}l (SILL) ttr T .. .•• .J iei;+i ^. — — — — — — — — --- — — — — — — — — — (3 KSI MIN. CONC) • %.' : i : Mani Brae i'aofiuct ion ' 13/4" MIN. E.D. TYP. ; r - j + NOTE 2 Set ^a;OE1 TYPICAL POCKET P -HOOK INSTALLATIONS ORIGINAL 2 -TRACK FRAME INTERIOR +� (ALLP -HOOK NOTE: SILL INSTALLATIONS SECTIONS) 1. IF SILL IS TIGHT TO SUBSTRATE, GI OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3000 PSI MIN.,' •. (DONE BY OTHERS) MUST FUkLY PORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUUBSTRATE, AND TRANSFER SHEAR LOAD EXTERIOR TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD.SUBSTRATE, OR AS y APPRO =D BY THE AUTHORITY HAVING JURISDICTION. ;1✓ l 2. 1.947 MINIMUM ON CENTER DISTANCE 'S - RswdW DaW RoWs nx F.K wilw G AWMW en.TOO ANVH0PAGEDEraus H ANCHORAGE DETAILS, SILL &POCKET P- -HOOK � • a ey Rev6bna i07 Mwomi , FL 34 RIVE nw A/C 10/1&W 7 NO CHANGE r�+s SH nroxoM�s FL 3azr6 ALUM. SLIDING. GLASS DOOR, IMPACT Renders Revtetan� P.O. BOX 1529 Lugs A. Timer, P.E. •. . FJG 1211W I NOCf1ANGETNlSSHEET sede�odeE soaft � �,, • der r NOKOMts, FL 34274 Vrsib�y Better 5GD73o 114 19 19 "06-1 Mechanical F.K 6/18/04 .t.l MtsroS Y . :1 a � 1 1 z) 2 4 ,w