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WS-08-792 , L4 Miami Shores Village 10050 N.E. 2nd Avenue j Miami Shores, FL 33138 -0000 a Phone: (305)795 -2204 t � s AP eta Expiration: 1012912 Project Address Parcel Number Applicant Ll245 NE 98 Street 1132050090240 CYNTHIA PALMER Miami S Block: Lot: Shores, FL 33138 -2562 Owner information Address Phone Cell CYNTHIA PALMER 1245 NE 98 Street MIAMI SHORES FL 33138 -2562 Contractor(s) Phone Cell Phone Valuation: $1 25, 000.00 SO F LORIDA IMPACT WINDOWS (305)668 -8805 Total Sq Feet: 0 Type of Work: IMPACT WINDOWS Available Inspections: No of Openings: 20 Inspection Type: Additional Info: Final Shutters Classification: Residential Shutter Attachment Final Window Door Attachment Fees Due Amount Total Amt Paid Amt Due CCF $15.00 Education Surcharge $5.00 $ 0.00 $ 0.00 L LO-0:0 Notary Fee $5.00 Permit Fee $300.00 Payment Type: Scanning Fee $12.00 Technology Fee $7.50 Total: $344.50 tnos MIAMI SH ORES � 1-4 � VILLAGE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 02, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, May 2, 2008 1 515101 Appr#'. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. ' ��:; PERMIT APPLICATION �� ®� �0 ' aster Permit No. FBC 2004 - -- Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # 3 d 5 -"1 S,8 -gooq Owner's Address }_ INS NU- 9 � . City B l 1 Y6nX [ State Ft- Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 u 5 NV 92 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # D IN O Is Building Historically Designated YES NO V 1 Contractor's Company Name S f Ljo(`th j s pa- W i4oa S Phone # Contractor's Address 1 4 Q 5 ct 5' - j a A1/'C' City Km State 7U Zip Qualifier Name Z Phone #. ']�O 5-(o Co ?-7 ��bs State Certificate or Registration No. 131( q R 1 Certificate of Competency No. Architect/Eagineer's Name (if applicable) - lam/ 6& G Phone # c;L `'/ f Zo Value of Work For this Permit ' jb Square / Linear Footage Of Work: Type of Work: OAddition QAlteration 11New [URepaiAeplace ❑ Demolition Describe Work: ricR 1.0 W i n ct" S Submittal Fee $ Permit Fee $ CCF $ u ` CO /CC Notary $ t Training/Education Fee $ Technology Fee $ •� Scanning $ 1. ~ Ad Radon $ n PBR $ Zoning $ Bond $ Code Enf Double Fee $ c� Structural Review. $ Total Fee Now Due $ . Q l ivt See Reverse side � I M IAMI SHORES VILLAGE Bonding Company's Name (if applicable) k Dry Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating, construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,' WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN "SOUR' PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE' RECORDING YOUR NOTIC] 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 goad 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 cammencement,,must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abs ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoin instrument was acknowl ed before this The fore was ackno edged before me this 1 ing ins ent day of 20 by day of 20 by who i personally known to me or w o has produced who is personally known to me who has produced 6 "' 0s identification and who did take th. as identification and who did take an oath. NOTARY PUBLIC: `� .�°►`��ti NOTARY PUBLIC: A 0 4�e Sign: A A 8 � off Sign: Print: Print: My Commission Expires: Commission Expires: utry SYLVIA BAEZ APPLICATION APPROVED BY: * CommisslOn DD 6747 Plans Examiner ' 19 •A Engineer Zoning (Revised 02/08/0' i I I A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO- NO. 061 - 0 2t CFN 2101101SR1101440286 OR Bk 26402 Ps 2297i QP9) STATE OF FLORIDA: RECORDED 05/29/2008 12:59:16 COUNTY OF MIAMI-DADE: HARVEY RUVINY CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real I PECEDVED property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. MAY 3 0 2W —MY 1. Legal des cription of property and street/address: ( 31? 44, 2. Description of improvement: i A 3. Owner(s) name and address: KM"� 9M 9(-, , - s�k%q Interest in property: Name and address off simple titleholder: Ste. 4. Contractor's name and address: V►Xq>'*_4 W S 921 r �l , , �' I 5. Surety: (Payment bond required by owner from contractbrstjqrj6F FLORIDA, COUNTY OF DADE I of via I HEREBY CERTIFY that this *t Name and address: to A 1W d u /_o 0 Amount of bond $ A C(20_L/� MESS my hand and 09cl t SeaL. and County Ccuds WE add ress : ETN hand and 'ti :ESSn�ly offcl 6. Lender's name and add R of 7. Persons within the state of Florida designated by Owner upon whom notices or other uments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 7)113(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is I year from the date of recording unless a different date is spMed). N Signature of Owner Print Owner's Name_ Prepared by Sworn to and subscribed before me this day of SYLVIA Address: BAEZ Umminim DD 6M7 Notary Public 1 Print Notary's Name red My commission expires: 123.01-52 PAGE 4 5707 Inspection Worksheet - Miami Shores Village Ran a„ 10050 N.E. 2nd Avenue Miami Shores, FL N Phone: (305)795 -2204 Fax: (305)756 -8972 r z 4 Inspection Date: 06/0312008 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Window Door Attachment Owner: PALMER, CYNTHIA Work Classification: Window /Door. Replacement Job Address: 1245 98 Street NE Miami Shores, FL 33138 -2562 Phone Number Parcel Number 1132050090240 Project: <NONE> Block: Lot: Contractor: SOUTH FLORIDA IMPACT WINDOWS Phone: (305)668 -8805 Building Department Comments 20 IMPACT WINDOWS Inspector Comments Passed please partial final 6/3/08 A/1) J /' 9; 1 , 1) Space between frames and walls shall be filled with high strenght cement. Failed 2) HR windows on Play room need longer tapcons to wall (6 ") and instead of 2x8 shall use 2x4's. 3) Screws to. steel columns to be sheet metal screws not tapcons. CG Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, June 3, 2008 Page 2 of 2 A- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 ........................... .................. 41 Inspection Date: 06/26/2008 Permit Type: Windows/Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: PALMER, CYNTHIA Work Classification: Window/Door Replacement Job Address: 1246 98 Street NE Miami Shores, FL 33138-2562 Phone Number Parcel Number - 1132050090240 Project: <NONE> Lot: Contractor: SOUTH FLORIDA IMPACT WINDOWS Phone: (306)668-8805 Building Department Comments 20 IMPACT WINDOWS f bi JUN a ®2000 Inspector Comments Passed Failed E] Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Tuesday, June 24, 2008 Page 1 of 2 •• •. . . • •. •. • : 0 : 0 0 0 0 0 • MAY ®'t'�� 0 0 . . : 00 . .. .. . .. • CULATIONS PER IT #: baml s + APPROVED ZONING plat BLDG DEPT suto t3 STATS #4p CM NW KAM MD REWAA JECT: WINDOW INSTALLATION AT: 1245 N.E. 98 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY c �.o PM A RIL , 2008 REPARE Y: CAR OS M. PER , P.E. STRU TURAL E INEER F P.E. #: 5 44 E. . #:007 81 "YOUR ON -CALL E NEERING COMPANY" 9420 S.W. 1 12Th STREET, MiAmi, FIORidA 3 3176 TEt: (786) 242.1720 - FAX: (786) 242 -4399 . .• .... . •... k � e @ uMracar�x, MIN M ... ..... 4,5 mt STRUCTURAL FNONEERINC CONSI�LTAP.VT ,.od s YNO. o� 9420 S.W. 1 l 2TH STREET DATE MIAMI, FLORIDA 33176 TEU (766)242.1720 - FAX- (7 *$t242'4390 .: :•: '.' DESIGN CALCULAllCTNS'•' .. :•: C6061 A5 :?-0& : - .........: :a'.' � • AND V E�C� = '` ��p P`� � Ir1 .. .. • �xPOsy�r c+�yo - C o C � wu.RNC3 �f$r'6�a0R �h aG= = t•oc�: • �+nfl�R ° ) p = ca �C�,� + �h�� • �` t.00 j 1��= 1.07 VET pgo'F,Posu�tE ct'•CK,,�: O� — C &e • RppF 54o J4 J► �, ftwAIP4 Aw tic lc* ter 01) • �•�.w�oo7 N�RovJE.s Derr►. = 54��5 ... • p (cagwA nwm boa L • a =o• t x5�� 5� by I :5 cQeT, 4RCA< 10 ' j ! tt to --- t4o 4_ ,.IVc 'ioN -- :�3 � Z ty .. . . ... . . . ... .... . ...... . 1 . S R UCTURAL . . ... . . . . ... ... GINEER . . . . . .. . . . . ........... . . . . . .. . . . . . .... ... .... • . . ... . . April 23, 2008 .. . . . .. ... .. . ... . . :.0 .. . . . . . Miami Shores Village .. . ... .. Building Department Miami -Dade County, Florida Job: Window Installation at: 1245 N.E. 98 Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: We hereby attest toethe best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf NOTE. "Zone 5 "pressures are applicable to openings that are within 5' - -5" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: • Building Category: II * Building Mean Roof Height: 13' -6" • Exposure Category: C * Basic Wind Speed: 146 mph 'Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you s d happen to have any questions or concerns regarding this or any other matter, please do not hesitate to contac us. Sinc ely, S C ENGINEERING CONSULTANTS, INC. (E.B. #: 007781) 4/23/08 Carl s M. Pere E., Structural Engineer FL. E. #:54844 "YOUR ON -GALL ENGINEERING COMPANY" 9420 S.W. 112Tk STREET, MiAmi, FLoaidA 33176 TEL (786) 242 -1720 - FAx: (786) 242.4399 . . . • • i.• • • . • •.• MAM :. . : ; •: . 0 •. • MIAM -DADS COUNTY, FLORIDA • • ' • • ' ' ' ' • MMODADE FIAGLER BUILDING BUILDING CODE COKKJANCE OFB1*6 A&) ' .' 16 .' • •I40 W= FLAGLI3R STR1t1jT, Mn 03 PRODUCT CONTROL DIVISION MIAMI; FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE �1 . `. "' (305) 375-2901 FAX (305) 375-2908 .... . i PGT Indu • • www b ��+gcodea hn�+ com strtes . 1070 Technology Drive • • • • • • • Nokomis, n 34275 SCOM: This NOA is being issued under the applicable rules and regnilations governing the use of construction materials. The documentation submitted has been reviewed byMiami Dade and accepted by � Beard of Rules and County Product Caul Division 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 AHJ (in areas other than Miami Dade to have this product or material tested for asp to reserve the right Y purses. 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 Conlxol 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 PW 701 Aluminum .Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 4, titled "Aluminum picture Window, impact" shy I through 12 of 12, prepared by mami&cturer, dated 7/14/03, with revision ,W dated 4/4/07, wed and sealed by Robert L. Clark, P.E., bearing the Miami Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MLSSII.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County product Control Approved ", unless otherwise noted herein. RENEWAL oftho NOA shall be considered alter 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 is the materials, use, and/or manufacture of the product or pros. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shag a terminatc this NOA. Failure to Comply with any section of this NOA shall be cause for termination and removal ofNOA ADVERTISEMENT: The NOA number preceded by the words Moo-Dade, County, Florida, and followed by the expnation 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 m;muf wft= or its distributors and shall be available for inspection at the job site at the request of the Building OfliciaL This NOA revises NOA # 03- 1105.01 and consists of this page 1 and evidence pages &I and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. © NOA No. 07-0418.06 Expiration Date: February 19,2009 Approval Date: Jane 21, 2007 Page 1 • • •e• • • • ••• PGT Industries NOME OF ACCII'PTANI�E EVI1pTb1�+C"E STTBMITTED • • •• • e • • • • • • • • • • • • A. DRAWINGS 1. Mamufacturces die dr;, s }' 30vn.• • • • • 2• Drawing No. 4259A 'Ned "�Alt�irtuwm fame ;Window, Impact", sheets 1 through 12 of 12, prepared by maacturer, dated 7'1'4103, with revision "B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Frl -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (sub mA*d under previous N0A #Q3 - ox1 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 241 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -uP drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, .Inc., Test Report No. FTI, 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #83 xxUS. 01) C. CALCULATIONS 1• Anchor verification calculations and structural analysis, complying with FBC -2004, Prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D- QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for ` Butacite PVB Material" dated 11/21/02, expiring on 12!11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Satlex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. Mauael Pa�rer, E. Prodno Caatrol 11r,� finer NOA Na 07-041&06 Es huff of Date: Febmwj 1j 2009 E-1 APpraval Date: dace 21, 2007 •• •• • • • •• •• • PGT Industries • . ....... .... NSF -- 5 TTFD .. . ... .... F. STATEMENTS 1• Statement letter ofcMft '0a11ce,idat�l.A 1Il 13, 2007 signed and sealed by Robert L. Clark, P.E. :0: • . ' 2. Statement letter of 'no +l iia� ;a iIIt Robert L. Clark, P.E. er MW 'April 13, 2007, signed and sealed by G. OTHER 1. Notice of Acceptance No. 03.1105.01, issued to PGT Industries for their Series "PW. 701" Aluminum Picture Window LML approved on 02/19/04 and expiring on 02119/09. Manuel P Proda¢t Control E NOA No. A7- 06 EaPiratlon Dater February 19.2009 E-2 APProv81 Date: June 21, 2007 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 3116° 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 3116" 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 3116° 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 3116 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 3116 HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16- SECTIONS, INTEGRAL FIN ........... . 8 LAMINATED GLASS WHICH IS COMPRISED OF (2) UTE8 OF 3116° HEAT STRENGTHENED GLASS WITH AN..090 INTERLAYER CORNER ASS 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) ANCHORAGE .. ............................... 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 33113% 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. • • • ' 4. SHUTTER REQUIREMENT: NONE REQUIRED • 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. • • • • • • • • : • • 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 • • • • • • • • • • • • • ® ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 • i • i i • • • s • • • • • • ANSVAF &PA NDS -2001 FOR WOOD CONSTRUCTION " " ` • `� "• • ADM -20W ALUMINUM DESIGN MANUAL • • • • • • • 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT • ` • • EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • s • wM6rieFtatM• • • • • pLte �9 Ceaent Z ,om ooYDR o ofCoNTENrS � 8 NOTES. ADD TO NOTEBANDADO N07E7. NOK0 9 a3am MINUM PICTURE WINDOW, IMPACT F.K 1TH6�Qy A R ANCHOR3PAC1N6 AD i/istb Better al*w mr o-.mc w. x.e Roh•t � PZ FJG 7/14/ai °e-` NOKpN� fL 94Ti4 h PVWm4 N7S ! d 12 4m4 B Shu0hW 1 1/16" LAMI GLASS NOMINAL 7116" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM i PVB INTERLAYER 7/16" AIR SPACE PVB INTERLAYER 3/16 "HEAT 3/16" HEAT STRENGTHENED 3116 "HEAT STRENGTHENED 1 GLASS STRENGTHENED GLASS GLASS 12 = 12 10 17 OR 21 18 22 ....�. • . ... I OUTSIDE 11/16" NOM OUTSIDE ,fl?fd* ggOM , •' • •, • • GLASS BITE GOW SITE •.. • •• •. • • • •s.•• 13 2 13 1• e��r vism • • •••• • a .uNYwFi�td6•••� 14 OR 15 14 OR 15 ° s 7116 a LAMI GLAZING DETAIL 1 1116 n LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) AIM— rmn i GLAZING DETAILS Fx 4f4A7 8 NO CIW1K�Tt�'7 l�X011�9,R3(278 r(�' Tt Fx rmee•s A NOCH erc E runs sr�r ao. afire rs�e ALUMINUM PICTURE WINDOW, IMPACT RobatL qm k P E 4. Fx seer iWt[ones,R Visibly Better PYOLMI 2 12 4259.4 B dual w 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 SO. FT. OR MAX. AREA = 25.22 SQ. FT. H. MAX. SIZE = 48' X 96' OR MAX AREA = 3028 SQ. FT. �/ �/ • • 0000 s•..•• ELLIPTICAL "' • MAX. SIZE = 96'X47° e0•�.• •• • 0000.• OR MAX. AREA = 31.99 SQ. FT. 0 • • • . • FAN ee•eee ••• 0.00 • MAX. SIZE = 96"X 47° EYEBROW 00 • • • OR MAX. AREA = 24.47 SQ. FT. MAX. SIZE = 96'X 48" 0000 • • • . • OR MAX. AREA = 31.99 SO. FT. 00:6 • • • . i 0 s .• . • 0000•• -- 96" MAX -- • • • • • . • ••0• 000000 0•.• • • 44114° / • • PxooucT eevu • • • . • • MAX. • • 0N►tl0 FI�w 0 48" MAX / M �9 DLO HALF CIRCLE L wig Cwlbv MAX SIZE = 96"X 48" 92 114' MAX. DLO TRAPEZOID OR MAX. AREA = 25.13 SO. FT. RECTANGLE MAX SIZE = 48' 96" MAX SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. NOTE A OR MAX. AREA = 32.00 SQ. FT. /6 _ FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. foroTar�vE �� FLfWGED ELEVATIONS F.K U4<O7 B UPDATEANC1igRAOE MOTE MoxoAM FL 99E76 ■�`��■ m l loww F.K tu�ews a IWCHANOETHIB8ffgT ao.�peraae ALU MINUM P ICTURE IMNDOW, IMPACT _ LOarkP.E n MOKOM� Ftstrra visaI Bever PERihm FX 7!?a%? Prwmf NTS 3 12 4259 4 B smmure� 0 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 = 25.222 SO. FT. CH. �= MAX. SIZE = X 96' OR MAX. AREA = 3028 SQ. FT. / / • 8888 8888•• ELLIPTICAL .. • • 8888 MAX SIZE= 96"X47" 8888• •• • 8980.6 FAN OR MAX. AREA = 31.99 SO. FT. 0 • • • MAX SIZE = 96" x 47" EYEBROW ... 8888 OR MAX. AREA = 24.47 SO. FT. MAX. SIZE = 96"X 48" ... .. • .' 60:00 OR MAX. AREA = 31.99 SO. FT. A • 8888 • • 8..9 981 /4 "FRAME O.D. �•�� •.•• 8888•• ® 8888 8888 • . 8.88.. 50 1/4° / • 0 ••.. FRAME 451/4 r / • ntwucll"Vapz • l •..•.• r • O.D. LMIAX MAX • • . a9 o ` DLO G HALF CIRCLE J_L� 1—i pmdwclal� OR MAX AREA = 25.13 Q FT. 931/4° MAX DLO TRAPEZOI RECTANGLE MAX. SIZE = 48" 96° MAX SIZE = 48" X 96" OR MAX AREA = 31.99 SO. FT. NOTE: ® OR MAX AREA = 32.00 SO. Fr. �� FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. �, INTEGRAL FlN ELE6/A770NS 01 FA 49107 6 aDO FRNWOA. D1MW410A13AiMt1Pf 7aTEANtMtAtiENOJE ttObi�R94Z7E ALUMINUM PICTURE WINDOW, IMPACT Pic e 17lf6N3 a fYgCHANOE7F648d1�T P.O. BlpCt6JP . emw"ae wr w°.e u.+"•, ,� Rob9tL Cimk. Pa 9w Der "=% R 7/94/03 v+sraty PY1W09 NTS 4 12 42594 B suucbuw TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3116"A, .090, 3116HS) FTL -3835 B. 7/16" LAMINATED. GLASS (3fl6"HS, .090, 3fl6HS) FiL -3835 C. 11/16' LAMI I.G., 3/16HS, 7/16" SPACE, 7/16° LAMI (3/16k.090,3116' HS) FTL -3850 D. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7116" LAMI (3116HS, .090, 3/16" HS) FTL -3650 WINDOW GLASS WINDOW "Y" DIMENSION "r DIM. TYPE 28.500 34.000 39.600 45.000 46.500 48.000 49.000 A,B,C,D +80.0 -80.0 +80.0 w.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 T -8d.0 +80.0 -80.0 APRA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 -80A +80.0 I -W.0 +80.0 80.0 +80.0 F -60.0 +80.0 80.0 +80.0 1 -80.0 AREA 10.79 SQ.FT. 1287 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 1 -80.0 + .0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 11.88 SQ.FT. 1 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 +80.0 -80.0 +80. -80.0 +80.0 1 -80.0 +80.0 7 -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 80.0 +80.0 �.0 +80.4 80.0 +80.0 80.0 +80.0 �.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.7p SQ.FT. 19.48 SOFT. 22.19 SQ.FT. 2293 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +79.3 79.3 +78.0 -78.0 +76.8 -76.8 0060 • • • • • • B,C,D +80.0 1 -80.0 +80. -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 s -80+'0 • • AREA 15.14 SQ.FT. 18PS SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SOYT. • • • • 82.E A +80.0 1 -80.0 +80 -80,0 +80.0 1 -80.0 +74.5 74.5 +73.1 -73.1 +71.8 7108 • • • B,C,D +80.0 1 -80.0 +8q.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 li • • • • • • AREA 16.23 SQ.FT. 13.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ. • 0 • • * • • • A +80,0 -80.0 + .0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 - 68.4 +67.0 .0 • • 87.500 C +80.0 -80.0 + .0 -80.0 +80,0 -80.0 +79.1 -78.1 +77.3 -77.3 +75.8 • i • • • i • • • • • • •••••• B, D +80.0 -80.0 .0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80. • AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT 29.17 S .• A +80.0 -80.0 80.0 -80.0 +74.0 74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -624 • • • • • • • • • • • • 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 :-70.6 l�BmtCrt�tro�¢p i s • • • i at•••Wi9eF9or�r • B,D +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.4 +80.0 .-80.0 +80.0 V.0 > 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. g 0 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 1 -80.0 +80.0 -80.0 AREA 19.00 SOFT. 2 SQ.F 2 S Q. F T. 30.00 SQ.FT. 31.00 SQ.FT 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4ARE QUALIFIED TO TH PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2 ALL SHAPES LESS THAN THE MAXIMUM QUALIFY TO PRE RE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH EIR OVERALL WIDTH D HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCH E INFORMATION. FLANGED UNIT DESIGN PRESSURES !/ �f rEDE31CdNPRES Asr116Ef20402A4�NOTES. a FL 84 /� FA a ua raecE t tfFimlNCi3. " � ALUMINUM PICTURE WINDOW, IMPACT F.K tW45W A NOM t AWHOFM SMWM P.O. 6gJf I= R,abodL Clink, P.E. Dow FL 34274 j/�t� gam. a aarc a anwa" PE NW12 Fit 7/NW Pwaor NTS 5 12 4258.4 f3 scimuve{ F TABLE Z DESIGN PRESSURES, INTEGRAL FIN WINDOWS ( SZZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (WIS"A, .090, 3116HS) FTL -3$35 B. 7116" LAMINATED GLASS (3116 "HS, .090, 3/16HS) FTL C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A,.090, 3116" HS) FTL -3850 D. 1 1/16" LAMI LG., 3 /16HS, 7/16" SPACE, 7116" LAMI (3116HS, .090, 3/16" HS) FTL -38M WINDOW GLASS WINDOW "Y" DIMENSION - "X DIM. TYPE 28.5W 34.000 39.500 45.000 46.500 48.000 49.006 A,B,C,D +80.0 1. -80.0 +80.0 80A +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -&}.0 #80.0 .80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.5W A,B,C,D +80.0 80.0 +80.0 1 -80.0 +80.0 80 0 +80.0 -00.0 +80.0 1 -80.0 +80.0 80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.80 SQ.FT. 18.17 SQ.FT. 60.OW A,B,C,D +80.0 1 -80.0 +80.0 1 - 80.0 +80.0 1 -80.0 +00.0 1 -80.0 +80.0 1 -00.0 +80.0 1 -00.0 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. 65.5W A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 F -00.0 +80.0 49 0 +00.0 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 T A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -00.0 +80.0 -00.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SO. FT. 23.67 SO. 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 -76.8 000* B,C,D +00.0 -80.0 +80.0 80.0 +50.0 -80.0 +80.0 -80.0 +80.0 -00.0 +80.0 • .80.p• • • • • • • • • • AREA 15.14 SQ.FT 18.06 SQ.FT. 20.98 SQ.FT 23.81 SQ. FT • 24.70 SQ.FT. 26.50SO.". • • • • • • • • A +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 +74.5 1 -74.5 +73.1 -73.1 +71.8 •fit. • • • • • • • • • • 82.000 +00.0 -00.0 +00.0 1 -80.0 +80.0 -00.0 +80.0 80.0 +80.0 -80.0 +80.0 • .0• • • s AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT 27.33 SO." • • 000#00 0 • A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -1" 0 • • • • • • • So 87.600 C +80.0 -80.0 +80.0 -00.0 +80.0 -00.0 +79.1 -79.1 +77.3 -77.3 +75.8 *49.0 • i • • • i • s • • • • B,D +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 040.0 • • *so*** • AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ" • • • • A +80.0 -00.0 +80.0 -80.0 +74.0 74.0 +65.5 -65.5 +63.9 -63.9 +62.4 •$2.4 • • • • s • Go;* • • 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 • • • • • s • sss•s• B,D +80.0 -00.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -8A0 • 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. an me A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 X3.0 +61.5 -61.5 +60.0 -460.0 96.000 C +80.0 -80.0 +80.0 -00.0 +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 -00.0 AREA 19.00 SQ. FT. 2 2.67 SQ. 26.33 SQ.F 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 SO. FT. UNIT IN TABLE Z 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE Z 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. fI PDATEDE8KINP fQ4. RF�9 SLA�4PMABJME18W.0AWNGTES. omrrammoymw 0 T INTEGRAL FIN UNIT DESIGN PRESSURE'S fiK 2(4/DT B GERMUPTABFEZDESCRFTMAMD HSUM NOX FL $WV mee 1�� ALU MINUM PICTURE W�VDOW IMPACT F.K 12f A CHANGENO7EfAACiWRlNOW1THB}2 SCAM P.Q BQX 1879 Rob•tL CImk, P.E. F.K 7/04/0.9 Oe°°` NoKOxts R 992/4 Viably Better Pw-ml NTS 8 s 72 �� 42594 B PE 93WM2 13 13 2 2.784' 2.784" 2 OUTSIDE 2 1Q 11 1718 2122 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH 43 10 HORIZONTAL SECTION (FLANGE FRAME) 11 0000 2 2Q 8 20 MAX • • �...• 0666 .. WINDOW • • • /�� HEIGHT 17 • • ' •" • ( 2 1—�- 18 • 9:06 se ALONG • 0 0 0 9. �J ALONG • 6.09 • i000.: 8 — G) ENTIRE 21 _ • • 6 • ' 0 8 J OINT 2 JOINT • 000 6 . 6. 6 00 • 6.• • 2 MAX. • :••: 946496 00.66. DAYLIGHT • • • • 4 SCREWED CORNER ASS'Y OPENING . . . .6444 0000.. {FLANGE FRAME KEYED CORNER ASST 0 . 0000 9000.: 8 WELD (FLANGE FRAME) •' 0 " 13 2 8 ALONG Ll ENTIRE !!mn— JOINT 2 VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) Fx a6m s ADCH44MTW&a W +cro S ECTIONS CORNER FLANGED Fx rair A NOCHANW TWSHEET ALUMINUM PICTURE WINDOW, IMPACT ��p� mae NOKOA6S,R36?74 jyswyBeam ee c mows PE SCi9 Fx mvorr wwvnr 7 12 42. B $ 13 13 2.784" 1 2.7 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 • • 8 20 8 20 18 • •••• ••••�• • • 0 see ALONG J 21 • • • INSIDE • • • • • . • • • 1 8 ENTIRE ALONG ••• •• • �••••i JOINT 8 ENTIRE 22 • • • s .. • • • 1 JOINT ••• •• •••••� ••••• MAX. • • DAYLIGHT ••• •• • •••• • • ••••• (D/ •• • i 7 • • •••••• OPENING • • SCREWED CORNER ASS'Y " "` • KEYED CORNER ASS'Y � "" ` " "" (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME)' • roumpglup,�� . •.. 13 R• 9 1 ril ALONG 8 ENTIRE 8 JOINT 1 1 VERTICAL SECTION I � WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) ,om , 414 SECTIONS INTEGRAL FIN fJC W 8 Ao CPAME no SHEEP AXIM 98. R 8x178 ias — ALUMINUM PICTURE WINDOW, IMPACT ago M* fIG 12/18/08 A MOCHANQE?msffi E'7 P.O. B¢X too Vtvlblry Bette, �e.c mrgvw we V — w L 2 P.E Daa ?J0J0Xg R8Q74 A FJI 7/14w Px 1 8 - 12 42684 B strucncei 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 062w 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, .077" BLACK 7/16" LAMI GLASS: 3116" ANNEALED -.090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME 1 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED MAIL: 6063 -T5 18 OUTBOARD - 7116" AIRSPACE - 3/16" ANNEALED -.090 DWG NO. 4256A ` ` ` • DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM • ' * s o * ' • • • • • PVB INTERLAYER - 3116" HEAT STRENGTHENED • • • ` oes 20 4262 64262 ARCHITECTURAL CORNER KEY • ` ` ` 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090 • 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM • • • PVB INTERLAYER - 3116" HEAT STRENGTHENED "" "• ` ` • 1 1/18" LAM[ I.G. GLASS: 3116" HEAT STRENGTHENED "`� • • ! • • OUTBOARD - 7/18" AIRSPACE - 3/16" HEAT ** • ` ` "" 22 STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX • • • • i • • • • • • • " • • KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT • • • • • •' STRENGTHENED • • • • • •••• •••••• w s • : p� REV �D•••••• • .970w ,346" ---4 1.875 °dt 06 " 975" CeapnO .050 .97 F+- .062' ITEM 10, 2 ITEM 11, 7116 LAMI GLASS BEAD 1 1116 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAT L :606 65 MAT L: 806 2 DWG 65 6063 DWG /10.42255 DWG /10.4254 DWG /10.42253 Nomms, L 34 P T EXTRUSION PROFlLES aka PARTS UST Fx 41W aocruwoern+sar�r F 34 n,< x turn a xo cirara raz acpc ALUMINUM PICTURE WINDOW, IMPACT F t P� aa w mar at tJOXOHlB, R 94274 y+ b& B. au sr saw+ ¢ o�+mun ,wr PE &99772 Fx 7/14/0.9. P4K77o0 9 a 12 4M4 B Strom WOOD ANCHOR WOOD ANCHOR (SEE NOTE 2) (SEE NOTE 2) A 1/4' MAX. 1/4' MAX. 1/4" MAX. SHIM -1 SHIM f SHIM .131' DW MIN. _ x 21/2 NAIL, 1 316" MIN. 1 31W MIN. AT CORNERS ®EMBEDMENT' AND 5" O.C. ® EMBEDMENT ° WOOD BUCK OR FRAMING Zx WOOD BUCK 2x WOOD BUCK INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B (SEE NOTE 3) FLANGED DETAIL C (SEE NOTE 3) CONCRETE ANCHOR CON SHIM CRETE ANCHOR • (SEE NOTE 1) A (SEE NOTE 1) A . 1 /4'MAX. •• • • �•� •• 1/4" MAX. SHIM s ••••• •• • ••s••• • • s••••• • • ..: ;4 �.I • • ••••s• �' .... ' "' ; • • . SEE NOTE 1 FOR .1� 0000 ••••• • EMBEDMENT SEE NOTE i FOR ® • g.. 1 �� ,' : ; ` 1 x yypOp BUpggr • • • • • • • • a • • • EMBEDMENT' • : d (SEE NOTE 3)• • • • • • • • • • KSI MIN. CONCRETE - 3.5 KSI MIN. CONCR';': • FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1.5 KSI MIN. CMU•A • "" NOTES: • •� • :••••: • • . •••• 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114' ELCO TAPCONS, EMBEDED 1 316" 0 rxa MIN., 5116" ELCO TAPCONS EMBEDDED 1314' MIN. OR 114' SS4 CRETE -FLEX EMBEDDED 1 3/4' MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/6" 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. ANCHORAGE - HEAD SILL AND JAMBS F x 'mw B REVMAWLMATEANCHURAG- PERIxl�rFW j� /� t FX fuf5W A CNANOENDTE1 AND FASIEN£RSPApMQ P.O.S¢X192B ALU MtNUMPICT UR EWINDOW IMPACT ll LawkPZ a 7114 ? "�' N a 3ffi)4 Visibly Better o >m NTS 10 12 - 42584 B shwuw 3. ANCHOR TYPE - WOOD SUBSTRATE WINDOW "Y' DIMENSION "k ¢ 1= 1.,2 „4. 1.,2.,4. ., .,4. 1.,2.,4. 1., .,4. 1. 1 2. 4. 1. 1 2. 4. 1 1. 1 2. 1 4. 1. 1 2. 4. 4. DIM. jxly X Y X Y X Y X Y XYXYXYXYXYXYXYXYXYXYXYXYXYXYXY N ` N m. p to to m co m m m m m m m m �t m m Lv m m 49.0' O.C. P b r r 8 w rP, r % r a, ; %g- %5 g— %rgra�ra�r�ra� Na�� to N N r N r r r V w W V W N r N r N r a P V r V !` V r V r N m m tD N m m t0 m m m W to m m t0 m O tp 54.6 O.C. r u3 r W u�ru�3r r It , r�sr m �ra i6 a� a:NasN� orQ` -Qroto W o`- o`-o'-oro�o�o`-ob � a m m m QQDo ppDp W 800 O.C. V cm Q' N N W N r N r N r N N N �s3 _N r r d4 ti3 N tt4 N N u�i N h N m r W r W r w w W W � w w w v� v v �v a . a v a v vmvmomm a v m�a�v�m v v 85.6” O.C. O tai t� 73+ W t�f r i5+ r t� r tS i7 i3 t%3 r t7{ r t� t r N N t O r 0 CD m m m m 71.0' O.C. o r w`"gP =trr n�; Na3N n' N W te r ., tp r r r w 78.5 O.C. ^ l� O t 3 r t�3 �.., i✓S W !'� e- l� r P� r r P� •5 t�' 3 � r v- O h O O P O t0 O O r O r O r W w 0 w O w w '- O e- w •- W O W W r 0 w r m m m m m m m m m m m m m m N m 82.0 O.C. r O r r r w r r O +� r t� Q t�'1 t r r O r t� V, r h m r W f w roto r0 D _�m�m _ m m ao m N m f . tp CO m m m m m m m m m m m m m m co m T 87.5 O.C. ?s �s o r Is J3 �r�r3`� V W O W to O w to b W .- m 83.0' O.C. m m t p m m �S o �3 i» u3 w ru�iru7erwt7u� WP?3' W�w�crt�NwN N O r to r h t0 w w O w 98T-Q.O.CT-V h o N N m N w rNr Pwa n or t."t Porn N r • • • s • •• •• i• • NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) - r AND "Y" DIMENSION FROM TABLE 3 (MIN. 2118' O.C. CONCRETE SUBSTRATE) DIM. MAX. 81(2' FROM CORNERS L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR "X„ DIM. 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 811Y FROM ANY CORNER amp r t ANC140MGE, WOOD SUBSTRAT AUWM F, ' ALUMINUM PICTURE WINDOW, IMPACT _ Fsama v b& Better P W-7m NTS 11 m 12 '- 4258 -3 B ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1W ELCO TAPCON 4.114" ELCO SS4 CRETEFI 5.5118° ELCO TAPCON ._i�... i_4_ ,� Rob•t L Owk, P.E PE OW12 ate • • • ••••• •••••• • • wyrwwvw • • •••••• Rolm • • ._i�... i_4_ ,� Rob•t L Owk, P.E PE OW12 ate TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHORDM. 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW GS p WINDOW "Y" DIMENSION WIND, z a 15. .0 25.0" 28. 34.0° "X ¢ � 3., .,5 3.,4.,5 3. 4., . 3. 4.,5. 3. 4.,5. 3. 4. 3. 4. 5. 3. 4. 5. 3. 4. 3. ELCO 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 Y X Y 4. 1W SS4 R U4° ELCO SS4 CRETEFLEX 5.5118" ELCO TAPCON 49.0" O.C. N W N W m m W P W e�S W m m m W m m m W m m �o m m e3 N W cif N r r h m r m r 07 h m N P h W 54.5" O.G. IZ1 P O P 1 m m "�.. -, r P P r "�`.. � 1� � 1� � P W W m N W o h o m o P o m o ao m O m `- o o m m o m o W h m o o P n W o D " o h r, P o 80.0" O.C. M� Z4 1 Q M h m m P m m m m w w m m m w m m aw 85.5" O.G. "t e�' S � �., t'�3 OM � V' t t„V � t ., rS VO m f m m Z P a t r a tT) m m r'9 v e�i m a tai m m , �.., a tai r st t�S P m W st t�S �V P •f c'g jV W v P9 N st tai N O h O O m O r W m O m m O r Q r o r r h m O m O m W O P O r m O P O w h O P Q r 71.0" O.G. m m r5 o chi h m m P N m m r m yo m h m m Of fb co m m W w a �:,, aP- r m h m •••• •••• •••••• • 78.5" O.C. V' �t N P V' d3 0 V' it e�S N�� P r V' d. - W ao 'V' r3 m W r 'd' P V' �3 w m c� W r� sr `� m Y m Y ',Q r Y �7s P N r m aS a P V c3 N r a d • N Y • • • • • c o m m r O P 0 h 07 0 Of m m W P O r m m Of �r,,, �� m li � so � P N • ••• • •••••• • •••••• • • • • • 82.0" O.G. r O O �`-� P [ r r l+$ 07 to t � ; h m t+� O W mr m m 'Q O m P3 m V' e �. � L m h � � ` N r h r m .P- r W m W r< 10 m P• • + r r e w r P P r ••••• •••• • • • • ••••• •••••• 87.5" O.G. W � W W� �O m m m m W W g W m W m_ m a m m m m W N m �V W N h s m m W m W W r h r0 P a N - P m Of Q m r W 73 m m O7 r m m m a r r to • P •••••• • • 93.0" O. C. m a4 r Ts O P P 4� P U� P P u� P �g .= a u '� a3 N • • • • • • • • • • t.. h P 0 m " N m m r m m m P m h r r �., r W m o m r m .`- W m m P = e W m m P r m• • m P • P •••••• • • •••• 95.0" O.C. ^ N Opf P P m W N P P i N P EV " m N P m as N W "7 d. m m m ¢V W b p�p@N18Ep• • • h m m eN- W m m m h P. O r m m m P W m m r m W P P P W h m 8 (L.V7 NOTES: I. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS. MAX. ON- CENTER (D.C.) 'r AND °Y" DIMENSION FROM TABLE 4 (MIN. 21fi" O.C. CONCRETE SUBSTRATE) DIM. MAX. 81PP FROM CORNERS L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 1 1)(0 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. P.K mmr wwoar NOXOMA$R ANCHOR40F, CONCRETESUBSMTE ' ` as aq�r rsm rwxoms.R�rtie YLsiM� Better AZU MlNlIM PICTURE INDOW, IMPACT PW7Dt NTS 12 a 12 '- 420 B L C�mk RE suucbm _ F.K 7/t4�9 MIAMI�DADE ® MIAMi-DADE COUNTY, FLORIDA • • • : • • • • : 0 • o • - METRO -DARE FLAGLER BUILDING • • •• • • • • • • • • BUILDING CODE COMPLIANCE OFFICE 414CO) : : . .:. • • • : - :'a WEST FLAGLER STREET, SUITE 1603 • PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE MOA): s o. : • • • • • • www builduigcodeonline.com 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 the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "% Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: 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 05/30/06, prepared by PGT Industries, 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 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. �t NOA No 06- 0125.07 Expiration Date: June 28, 2011 J •y4� 0 �' Approval Date: July 20, 2006 Page 1 • • ••• • • • • ••• PGT Industries • •. ... .... .... NOTICE OF AGf k;;kNW�. &Vj] BMITT A. DRAWINGS .. • • . .. V a . • 1. Manufacturer's die drawln s h. i*C :. '. 2. Drawing No 6221, titled.; ;" Ptg h We N Mevatiolis Aluminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 041�� /Oa with last revision on 05/30 /06, 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 (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 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 Fenestration Testing Laboratory, Inc., Test Report No. F rL -2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E -1 . 0 . ... . • •.• . . . . •.• PGT Industries .'. .'..'. •• NOTICE OF AWMANCH: U 9UBM rrED D. QUALITY ASSURANCE . . ' • ' .. ' • . ' . • .... . 1. Miami Dade Building Cje tcympV7wje-Ofir.,e.(EtCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring. on 06/28106. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06.0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E -2 ANCHORS DETAIL B" ANCHORS DETAIL B", C" OR D" AT BOTH C" OR D" AT BOTH ANCHORS DETAIL A ENDS AND AT BOTTOMS ANCHORS DETAIL "B" ENDS AND AT BOTTOM "C" OR D" BOTH ENDS ANCHORS DETAIL A 1 i M ULLION ANCHORS DETAIL B ; H C" OR D" BOTH ENDS r T f i Mr H = H1 +H2 MULLIONS 1 MULLION WINDOW MULLED r „/ONE ABOVE MULLIONS FOR DETERMINING MAX ALLOWABLE r DESIGN PRESSW 0 Sg'G TABLES M4 i OAi PAGES 5, 60&*7 *000:0 _ W2 e dPENlNG.' M.OQ H1+H2 •• w J •• AIWtMGTH "4y • •••••• i W = W1 +W2 00009s s •0900• H = H1 +N2 0000 .0000 0 0 W = W 1 +W2 +W3 • • • i ( WINDOWS MULLED x = x1 +H2 W = W1 +W2 9999 9999 •000• WZ0NE ABOVE MULTIPLE WINDOWS MULLED (2) WINDOWS MULLED TOGETHER 99;99; �a�••• FOR DETERMINING MAX ALLOWABLE W10NE ABOVE FOR DETERMINING MAX ALLOWABLE 04 : • DESIGN PRESSURE SEE' TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES : * a : * : • ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 ' 0 • MI) MAX OPENING = H OR Hl +H2 ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 s • • • 9 9 9 0 MULL LENGTH = W OR W l +W2 M3) MAX OPENING = H OR H l +H2 MULL LENGTH = H • • • • • • • • M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = W OR W1 +W2+W3 MULL LENGTH = HI M4) MAX OPENING = WI +W2 OR W2 +W3 NOTES: MULL LENGTH = H1 1. THE 33 1139 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 PG (INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. F.K 30/06 • N OTES 5& 4. REFERENCE — TEST REPORTS: FTL -2902, .2903 AND 2975. oe W. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 F.K. 575/06 C ADD TECH. REFS. ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION °ra ADM -2000 ALUMINUM DESIGN MANUAL INDU ES P.J.P. 4 os� !;58/00 5. ! THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIRE ./� I ? » HEAVY WALL ELEVATIONS ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDfTlON FOR THE HIGH VELOCITY rrr� HURRICANE ZONE (HVHZ). a 6G 10 oKO ALUMINUM TUBE CUPPED MULLION S g 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. PE L � RE P.O. BOX 1529 sfffty d6L s� nrowMg "° R0 V Str,i NOKOMM FL 34274 MULLS NTS 1 7 6221 D PGT Ix MULLION t° 2" OR 4" 112 FH SMS 112 FH SMS . MULL= STAGGERED ON 2' OR 4" STAGGERED ON MULLION CLIP. CUT OPPOSITE SIDES PGT lx MULLION t' OPPOSITE SIDES FLANGES OFF CUP MIN. (SO AS NOT TO (SO AS NOT TO TO FORM A — — J SEE NOTE 3 TO WITH WOOD BUCK INTERFERE WITH EACH OTHER) REMOVED TO WOOD MIN• I EACH OTHER) U" CHANNEL AND f BUCK — — J INSTALL AS SHOWN J(�) L O ® CONCRETE f SEE NOTE 3 - 23u TYP MASONRY ANCHOR PGT lx MULLION X12 SCREW, =� 1(TYP - SEE NOTES 1 & 3 ° •; ..., SEE r :: :. ..: — — — — SEE NOTE 3 S NOFOR 1" MULL j" •.° �- .,._ TYPICAL MULLION TO MULLION INSTALLATION, DETAIL A TYPICAL MULLION TO STRUCTURE WITH WOOD . t " i LICK REMOVE FROM C NC. DETAIL t � 2" OR 4' J12 FH SMS STAGGERED 8 D 0 C " PGT lx MULUON ON OPPOSITE SIDES (SO 2° OR 4" AS NOT TO INTERFERE 112 F7-1 SMS STAGGERED ON SEE NOTES 2 & 3 }� MIN. WITH EACH OTHER) OPPOSITE SIDES (SO AS NOT 3 SEE NOTE 3 r TO INTERFERE WITH OTHER) — — j MIN. SEE tjOTE j • • 1 — _ 0000 0000•• • • • • BUCK �() lb(TYP) O ® SEE NOTES 2 & 3 1 • • s • • • • ANCHOR EMBED. � ( ) 1 (TYP O © MASb?Gkf I Ai�/CHOR, 't•E ROTES 7'&•'3' 0000•. • • • SEE NOTE 2 ;' jai'• a a. . +. •s•• 0•00 • • ,'a..: •• d�: . �. .i� _ 0000 0000 0000• �•` ,,•• ,•s.. 0 0 .•.f• ... �'•L�.•: .,.: ....`; ' •., + SEE :,; :r•'a :, 0000•0 • 0000• • PGT lx MULLION --- NOTE 1 ` F +:.'. • • • ..: _ s s TYPICAL MULLION TO STRUCTURE Wf WOOD BUCK : •:•! 00N1 NOTES• WOOD BUCK, DETAIL B TYPICAL MULLION TO STRUCTURE JNITH • 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADS _ WOOD BUCK AND CONC.. 17L141 VD" • • • • COUNTY APPROVED ELCO 114" TAPCONS OR 114" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 112 MIN. EMBEDMENT: TAPCONS 1 114 CRETE -FLEX 1 314" NOTE . ::' 2. FOR WOOD APPLICATIONS USE #12 SCREWS ELCQ 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. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL- F.K 30/06 D N07ES 3 & 5 TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). F.K. 5 3/04 C EMBED. DETAILS 5. IMPORTANT QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO p P.J.P. 4 728/00 CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL o iron SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING 1 HEAVY WALL, CLIP INSTALLATION DETAIL Me: ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS 6� �o�o tta�N«ocr oarvF ALUMINUM TUBE CLIPPED MULLION APPROVAL ALL STEEL IN CONTACT WITH ALUM/NUM TO BE PAINTED OR PLATED. xoKOW, a 34275 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. Robert L obdt+ P.E. Box is" �J7eB�AfoOaL sans s �fO' K°' aey str,roi2 ruucoMrs Ft 34274 MULLS NTS 2 or 7 6221 D L �4 A/2 JIN.TM -► MIN. JMIN.7YP. 3 M1N. r4MIN. I-- aMIN.TYP. 3 MAX. + O + 14MAX. 1JMAX. 1JMAX. 1 1J2 + .2� TYP 1 JMAX. liMAX. Al2— � 1 " MULL CUP A� MIN. LA- J MIN. 3 L (CLIP TO OPENING) • " "• EXTRUSION DWG 11099 ® TWO _(2) ANCHOR ® THREE (3 ) ANCHOR ©F OUR ANCHOR O SIX (6 ANCHOfj LOCATIONS LOCATIONS LOCATIONS LOCATIONS • • • ; • ; • 0.0. 00 00 0 .0000• 0•.0.0 • • • 000• 0.00 • • • 1 • • •.•• 0000 0000• A/2 MIN.TYP. M1N.TYP. 0 ••TYP. • s ••• (2)EQ.SP.0 (4)EQ.SP.® 16 �•� • I (A- 3/4)/2 (A- 3/4)/4 • • • • • 0 • •• • • 0000•• JMIN. JMI $MIN. A MIN. • • 00 • • • 1 " MULL CLIP ^ /TABS REMOVED O ONE (1) ANCHOR ® TWO C) ANCHOR O THREE LJ) ANCHOR ® FIVE U ANCHOR (CLIP TO MULL) LOCATION LOCATION LOCATIONS LOCATIONS EXTRUSION DWG 11099 CUP LENGTH CHART NOTES: TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ay: FOR 1x MULL 1. IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR F. 5 30/06 D- NO THIS SNf MULL SIZE A' PICTORIAL REPRESENTA77ON ONLY. FOR CORRECT QUANTITY -Rww OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 0 F. . 5 5/06 -REWW, AOD DN.&W 1 x 2 x 318 13116 SHEETS 5, 6 AND Z FIND THE CORRECT MULL SIZE AND Dram 8r f x 2 314 x 3/8 1 15 116 PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. Z DU P 4 28 00 1 x 2 314 x 21/32 1,318 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION 1 " HEAVY WALL, ANCHOR LOCATIONS 1 x 4 x 3/8 3 3/16 SHOWN AS MAX / �J oL Two: 3. REF NOxOMf FL 3 REFERENCE TEST REPORTS. FTL -2902 2903 AND 2975. / 1070 OAf L 3 427 5 ALUMINUM TUBE CUPPED MULLION Robert L. Clorlc, P.E. Sertm /Modal• Sodom °mwMg No. Rew. PE 439712 a o. sox 1 529 342 MULLS NTS 3 7 6221 D Structural NOKOMIS, FL 34274 of 1 1 1 3 8 8 8 4 3 3 4 8 4 • . . .... ...... 2 4 4 7 1 ...:.. 2 1 ?66 .�4 .... .... • L L__j • • ••.•• • lx HEAVY WALL MULLS MAT'L: 6063 -T6 TO BE USED ONLY WITH ey PGT INDUSTRIES PRODUCTS F. a K. �30/O6 KO CHG THS SH! Wiiw F. .755/06 C —NO CHG THS SHT o aim J P. 1 ESi P.J.P. 4 2 �_ j8100 NOTE: 11 HEAVY WALL, MULLION PROFILES TWW 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 S� 3 ° � '° OKOA ! 342 ALUMINUM TUBE CLIPPED MULLION 1 Clink. RE P.O. BOX 1529 $B'l8l Scaix °°� a'�'�B No. Rev: PE NOXO�s rt sa2�s MULLS 7 X 4 • 7 6221 Q CHART 2. -1 x2.75x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 1 110 120 130 160 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 1 (3) B (3) B 1 (3) B 1 (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 11 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 A J — 1 42 170 170 170 1701 170 1701 170 170 170 170 170 170 170 1701 170 170 170 170 170 .170 48 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 �" Length W 50.626 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 w 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 Horizontal Mull _J Z 60 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 Z 63 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 Openin g 66 113 113 97 97 85 85 77 77 72-, 68 68 65 65 64 64 63 63 63 63 Opening Width 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 N 42 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 • J 84 54 54 45 45 40 40 35 35 32 132! 30 28 28 27 27 26 26 24 24 90 43 43 37 37 32 32 28 28 26 24 22 22 21 21 2Q 20 19 19 96 38 36 30 30 26 26 23 23 21 19 18 18 17 1fn 15 15 108 25 25 21 21 18 18 16 18 - - - - - - - - 111 23 23 19 19 17 17 15 15 - - - - - - - •••• •••• ••••• NOTES• • • • Wallis CHART 1. - 1x2x.376 • • • • • w 3. .. QTY. & TYP. OPENING WIDTH IN INCHES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 00000* • ANCHOR 50 60 70 80 90 100 110 120 130 160 � l��' - "" IGN IS BASED ON OPENING WIDTH. FOR MULTIPLE`• UNI : • CLIP TO (2) A (2) A (2) (2) A (2) A (2) A (2) A (2) A (2) A (2) A CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SF 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 • • • 000000 0 • CLIP TO (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 4. ANCHOR TYPES. A. ELCO 114 TAPCONS, EMBED. (1 1/4) OR MULL 114" SS4 CRETE —FLEX, EMBED. (1 314") 42 155 1 142 134 130 1 130 130 130 1 '130 130 130 B. #12 SCREWS - 48 129 116 107 102 100 99 99 99 99 99 5. SEE ANCHOR SPACING DETAILS SHEET 3. w 50.625 94 81 1 73 64 63 62 82 62 62 1 91 85 62 60 60 60 60 60 94 54 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS v 68 Z 60 67 58 51 47 44 42 41 41 41 41 eava 30106 D-NO CHO WS SHT 63 58 49 44 40 37 35 34 34 34 34 T F.K. 5 5/06 R REVISIONS 66 _50 43 38 34 32 30 29 28 28 28 ■ Z 72 38 32 29 26 24 22 21 20 20 20 i�^� 1 D ES P.J.P. 4728/00 . 78 32 27 24 22 20 18 17 17 16 16 '�''�� —� 78 30 25 22 20 18 17 16 15 15 - o ,� 1 HEAVY WALL, PRESSURE CHARTS 1 & 2 g 84 24 20 17 16 - - - - ' °' "O, Lam' ALUMINUM TUBE CLIPPED MULLION 90 19 16 - - - - - - - - Ras*t L Clark. P.F swim/."' s0: mo res xo. x� 96 16 - - - - - _ _ Pe $3e712 nroa t � Ft 74 MULLS NTS 5 a� 7 6221 D CHART 3. - Ix2.75x.650 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 CLIP TO (3) B (2) A (3} B (2), A (3} B (2) A ( B (2) A ( B (2) A (3} B (2) A (3) B (2) A (3} B (2) A (3) B (2) A (3} B (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4)13, CLIP TO MULL ® (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 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 z 54 1522 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 U 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 1 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 = 66 118 135 1 103 118 93 107 86 1 97 81 90 77 85 75 82 73 80 73 79 73 79 72 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 0000 Z 76 91 91 77 77 68 68 61 61 56 56 52 * 00410 0 52 52 49 48 47 47 46 46 45 • •. • • • • 78 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 • ; • 000 •• 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 • • • • 1900 g 90 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 21 0 •• • • e 96 44 44 38 38 33 33 29 29 26 26 24 ?4 23 1 23 21 21 20 20 18 18 •• ••.• • • 108 31 31 26 26 23 23 20 L 20 ] 18 17 17 15 15 - - - - I - I -* ob oe 0000 0000• 111 29 29 24 24 21 21 18 1 18 1 17 1 17 15 15 - - - - - - - - -1000 • W,ra:O • • NOTES: •••••� i Qrb• 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. • 0000•• • 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 • • 0 • • • • • • • • • • 0 • • Vertical MUII Horizontal Mull 4• ANCHOR TYPES: A. ELCO 114 TAPCONS, EMBED. (1 1/4) OR 114 SS4 CRETE —FLEX, EMBED. (1 J/4") _ Mull B. f 12 SCREWS O � Length 5. SEE ANCHOR SPACING DETAILS SHEET J. Length TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Reva F.K. 5 D— NO IM SHT Opening REIMNS Mull I Opening F ea MAR 5 5/0& —K® Width � �Length� Width ,; P.J.P. 4 28 0 INDUSTRIES 0 O�raxon: HEAVY WALL, WALL, PRESSURE CHART 3 / 10 MM F 3 L 42 75 O N O ALUMINUM TUBE CLIPPED MULLION oxe� •�s Robert L Clinic, PZ P.O. 60X 1529 sertes/uanea kale: SMet O.oshg Na. Rer. st 712 a0X0aeM FL 34274 MULLS NTS 6 - 7 6221 D i CHART 4. - Ix4x.376 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 1 0 1 90 1 100 110 1 120 :.130 160 CLIP TO (2) A 1(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) Pj (31A .(2).A (3) A OPENING (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 (6) B (4) B (6) B (4) B 't6) B (4) B (6) B CLIP TO (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 T B. (5) B , 1 3 (5) B MULL® 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 1 170 170 1 170 1 170 170 1 170 170 1 170 170 170 170 170 170 170 170 170 170 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 x 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 x 72 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 76 144 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 0 0 00 Z 78 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 • • W • s eeee eeeeee 84 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 1 69 66 66 62 62 • 0 • • 90 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 • • • • • i • e • 2 96 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 1 42 42 1 38 38 • • • • • • e • • • • • • e 108 64 64 54 54 47 47 42 42 37 37 34 34 32 32 30 30 28 28 25 25 • • • • • • e•eese 111 59 59 50 50 1 43 43 38 38 1 34 1 34 31 31 29 29 27 27 26 26 23 23 • * • e • • • • • • • eeee eee• 144 27 27 22 22 19 19 17 17 15 15 - - - - - - - - � eee* • •eee • • �� r� e NOTES: • • s a- ! 1. MAXIMUM ALLOWABLE PRESSURE IN PSF 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE: Uws,*, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SE� SHF 1. Multiple Mulled Units J. REFERENCE TEST REPORT FTL - 2902, 2903 AND 2975 • • • ; 00 . ;eee •; 4. ANCHOR TYPES. A. ELCO 114" TAPCONS, EMBED. (1 114) OR • • • • • Vertical Mull Horizontal Mull 114" SS4 CRETE —FLEX, EMBED. (1 314) It Mull 0. # 12 SCREWS Len gth ,5. SEE ANCHOR SPACING DETAILS SHEET 3. Length ° n TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K. 0 5 30/06 -NO CCHG THIS Siff ° RevWww � nin Mull Opening F.K. 5 5/06 C- U4RKEA REV�IOHS dfh �Length� Width T V.. D P.J.P. 4 28 00 1 " HEAVY WALL, PRESSURE CHART 4 107 IECHMMOGY OH tMOM 2 ALUMINUM TUBE CLIPPED MULLION 0 ,1 t v P.E. P.O. BOX 1529 s7 Sheet OroMng No. Rer. h*E. X58712 NOKOAftS, fL J4274 M(ill„s NTS 7 7 6221 D Structural % •• • • % •. %: . MIAM AD ••. • + • .• • . • • • • • • • • • • MIAM -DARE COUNTY, FLORIDA • • • • • • • • • • • • • • • • • • : • • •' ' . METRO -DARE FLAGLER BUn DING BUILDING CODE COMPLIANCE OFFICE BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • • • • • • • • • • • (305) 375 -2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NC3AJ'::: % :' 0 0 www.boldinecodeonline com s • • • • s • 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 cane. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.NLI. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/0, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this 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 -0322.06 ^' Expiration Date: March 23, 2011 Approval Date: June.07, 2007 Pagel PGT Industries NOTICE OF ACCEM14CE k%%W SINMITTED .... .. . .... A. DRAWINGS .... .. . •. .. I. Manufacturer's die drawings an&sect1b&.: : • •. 2. Drawing No 4040 -20, Sheet, ttrqug}� 91;0 1 Y lit "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. 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 an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -495$, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 . 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) Manuel Pe P. Product Control Ex6rjjder NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: dune 07, 21017 E -1 •. .. • % •• PGT Industries NOTICE OF ACC &N'GE S'IJBMITTED - . • . • • . . • . • • • . . .•. . S. Test reports on 1) Air Infiltration Test pesMpTAS .202 -94 2) Uniform �%tij -�i Y jjU;e hst 7Lpading per FBC TAS 202 -94 3) Water Reg tdc& Tast, Pei 1=, TAS 202 - 94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b). and TAS 202 -94 along with marked -up drawings and installation diagram of 'an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA 005- 1018.01) 6. 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (.Submitted under previous NOA #05- 1018.01) 7. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05-1018.01) Manuel Pe Product Coutrol r NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -2 PGT Industries NOTICE OF ACC AACE.- k%DE*� SUBMITTED • • • 10. Test reports on 1) Uniform Stati6 Air Ikessure Teat, Loading per FBC, TAS 202 -94 2) Large Missile ��t?I'qq pq�FS • bjm 201 -94 3) Cyclic Wiad Plrelsd e`Lbagi4g p"XBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10105105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12t18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite@ PVB" dated 01/05/06, expiring on 12111/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER I. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on - 03/23/11. Product Co er NOA No. 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A.090 DUPONT 13UTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 5118' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFUDUKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18' LAMI CONSISTING OF (2) LITE$ OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PV13 INTERLAYER. D. 7/16' LAM[ CONSISTING OF (2) LITES OF 3M8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3M8' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. F. 7118' LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. - G. 13118' LAMI IG: (1) LITE OF IV HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. NOR DRAW W G MAP H. 13116° LAMI 10: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIITEEPSAFE MAXIMUM PVS INTERLAYER SHEET GENERAL NOTES.......... SH 1.13118' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6/18" LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS GLAZING DETAILS............ 2 WITH AN .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....... 3 J. 13/18' LAMI IG: (1) LITE OF 11W HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) UTES OF 3M8' ANNEALED GLASS WITH A ELEVATIONS ..................... 4 090 DUPONT BUTACITE OR SAFLEXftO EPSAFE MAXIMUM PVB INTERLAYER. ............ 5 RT. SECTIONS ............. 5 K.13/16" LAMI IG: (1) LITE OF U8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE VE VE RIZ. SECTIONS OF 3M8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. . S 8 ..._...... L-13/1 S" LAMI IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3M8' HEAT STRENGTHENED GLASS E PARTS ARTS LIST....... .................... 7 WITH AN .080 DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL .............. 7 13118' LAMI IG: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 6/18' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR ,&M. SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 2. CONFIGURATIONS:'OX" (1M. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) • • • • A 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) • • • • • • A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. • • • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. w 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 • • • • • • • • • • w • • 5. SHUTTERS ARE NOT REQUIRED. s • • • • • • • • • • s • 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. • • •s s• • s•si•• • ®7. REFERENCES: TEST REPORTS FTL4845. FTL- 4648. FTL4647, FTL -4648, FTL -4848, FTL4860. FTL -4861, FTL4723, FTL -4967. FTL■1968 AND FTL -6083. • s • • • • • • ANSVAF&PA NDS -2001 FOR WOOD CONSTRUCTION • • • • • a • • s • ADM -2000 ALUMINUM DESIGN MANUAL • • P � • • • xe wMYHeFI�ii� • 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • _ • •• � 2.oJ1 9. THIS PRODUCT HAS BEEN DESIGNED R TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). +moTeummuLowOWE GENERAL NOTES FJG 11H38B 8 1 N0laX=.FL34478 ,•" 7" C Fx A . ADD Frt�TO�7 Po egoc,am ALUM. SINGLE HUNG IMNDOW, IMPACT _ RcbwtL W k.P.E. are a.e Nt=rL3 . Va'd817Bers�r a.weaie irc a 11 ��404Q -ZO B P so- OW1 FK 91lPoS L! 7113/07 Si70D NTS. 1 ® NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3118° WITH NO CHANGE IN DESIGN PRESSURE. 112" NOM. 112" NOM. 41 GLASS BITE GLASS BITE ^ a EXTERIOR INTERIOR (ALL SECTIONS) 80,81 � 82 83.84 or 85 70 70 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER V8" ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS 5118' NOM. 711W LAMINATED 5118" LAMINATED GLASS 7/18" LAMINATED GLASS • ! • • 1/2" NOM. Ire NOM. 46 GLASS BITE Q6 GLASS BITE • ! • ! r • t • • • • • • • '•••• 9000 ••!•• 9999!• • • 9999• 38. 38 • S � •• •• • 9999!• 9999!• e • A o • 8688 89,90 ar 91 • • 127 4: 70 70 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS 5118" LAMINATED 7118' LAMINATED AIR SPACE AIR SPACE 118" ANNEALED OR HEAT STRENGTHENED GLASS 118" HEAT STRENGTHENED GLASS 13MW NOM. 13118" NOM. 13111 LAM! IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI P GLAZING DETAILS F.K f1H3!0B B AAD rrEAl92 7VWVLMLaMAWMN ' N MUMFLUM F x n4a6 A CAfA MTIYSWMT P.O.Ofp im ALUM SINGLE HUNG W/NDOW, IMPACT R"b"rtL tMar P E PE 9W12 FJL aH/o8 L R NaaD �34z7a Virtbly Berar Full 2 d 11 4040 8 savoa"e� IM FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TWE 53" or or 70" 72" 74" 78" I V MEETING RAIL 48" A,B,M ® +80.0 - 80.0 +80.0 -80.0 +80.0 -W.0 +w.0 -80.0 +80.0 -80.0 +80.0 . 80.0 +80.0 I -m.0 HT. 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -W.0 +80.0 -80.0 +78.0 79.0 _ 52" A,%M +8D.0 -80.0 +80.0 -80.0 +80.0 -8D.0 +80.D -80.0 +78.8 -78.8 +77.3 77.3 +75.8 75.9 W 831/8" A,B,M +80.0 -80.0 +80.0 -8D.0 +79,6 78.6 +78.2 -78.2 +78,8 76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53118" C,D,E,F;G,H,I,J,K,L +80.0 -80.d +80.0 -8d.0 +80.0 -80.0 +80.0 -80.0 +8D.0 -80.0 +80.0 .80.0 +80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" 44" 508!8" 83" 72" 74" 78" MEETING RAIL 48" A,B,M +80.0 -80.0 +84.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 1 +70.0 -70.0 1 +70.0170 Or A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 °)(^ -H 52" A,B,M,& +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 78.9 +70.0 70.0 +68.8 -88.8 +67.6 -87.6 53118" A,B,M +80.0 -80.0 +80.0 .80.0 +80,0 -W.0 +75.0 75.0 +88.0 -68.0 +68,7 -88,7 +65.5 -85.5 UP TO 63 lir C,D,E,F,G,HJ,J,K,L +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIONA TABLE 3. ® • • • • BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT ( MAX. WINDOW HT. W/ SASH = 7(" FLANGED AND 78" INTEGRAL FIN) INUS • a • • s •• • : • WIDTH GLASS TYPE 171tir 2211M8" 28 3118 33 314" 38rd18" 4413/18" 60 318" 851&18" SASH • • • • • 53 V" D,E,F,J,K,L +80.0 -80.0 +80.0 - 80.0 80 +.0 -80.0 +80.0 60-.0 +70,0 -70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 HT. 6i - - - • • • • • • • • • GLASS TYPES: TEST REPORTS TABLE 4. SH A. 5118" LAM[ - (11WA,.090,1/8"A) FTL -4847, 4648, 4723, 4957 • • • • • • 00000 B. 5116"'LAMI - (118"A,.090,11WHS) FTL 4647, 4648 ♦ • • • • • • • *0:00 C. 6116" LAMI - (1 18"HS,.090,11WHS) - -- - - -� -- FTL-4647, 4648 - • • • • • • ;7 • • • • • • D. 7118" LAMI - (3 /16"A,.d90, 311("A)- FTL -4645, 4885 • E. 7118" LAMI - (3M8"A,.090, 3 /1("HS) 41 F. 7116" LAMI - (311( rHS,.080, 3116 "1-16) FTL -4845 -'- T s1YlMil� G. 13116" LAM[ IG - 11WHS, AIR SPACE, 5/16" LAM[ - (lArA,.090, V8"A) -- - FTL -4646, 4723 • • • • • H. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5118" LAM[ - (118'A,.0W,118"HS) FTL -4646 • • • B4 pr �ZNP 1. 13118" LAM[ IG - 1/B'HS, AIR SPACE, 5/18° LAM[ - (118"HS,.090,118"HS) FTL -4648 pmdwft .131 LAMI IG - 1 /8 "HS, AIR SPACE, 7118" LAMI - (311(rA,.090, 3116'A) FTL4649, 4850 mv K. 13118" LAMI IG - 1l8"HS, AR SPACE, 7/16" LAMI - (3118"A,. 3/1("HS) -- - F11-0849, 4WD, 4968 L 13118" LAM] IG - 118"HS, AIR SPACE, 7118" LAM[ - (3118'HS,.090, 3/1(rHS) ~ -1 FTL4849, 4650 M. 13116" LAMI IG - 1/8"A, AIR SPACE, SMS' LAMI - (llr&.090, 1/8"A) FTL -5083 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. j 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP-TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518' MINIMUM TO 38' MAXIMUM.® x 1trlsoe 8 =roe mnwrvm ADD tlwr r» ►reirsr ' N0KM=FL3 T DESIGN PRESSURES n . ---�.� ALUM. S,.GLE HUNG WINDOW, IMPACT FX 04W A AW - Q=TOGLAWTYPE9AA0GL PO &pc9a�H mweee mr" eae a' RabettL PE. a or FJG WIA8 a Noico6fte. VtdWyBeatty qp NTS 3 a 11 4040-20 8 Swame� 5311W MAX FLANGED WIDTH 521W MAX I.F. WIDTH � 49 OW MAX FIXED DLO (ALL) D ' I C '�I 75" MAX 75" MAX I 75" MAX SEE DLO I.F. A A I.F. I.F. TABLE 0 j p HE ® TABLE 0 j HEI ® S TABLE O C j H EI , 3HT L 78" MAX L 76" MAX 78" � FLANGED FLANGED L FLANGED 38 7/18" HE HT HEI HT HE SEE DLO 7777 TABLE X j MAX H SEE DLO S SEE DLO X S (MAX) HE HT TABLE X / NO 4 TABLE / NO 4 481!4" MAX VENT DLO (AU.) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 111 B E ""i • ••• •tt• •t••.• VERT CAL DA LIGH • • • • 76" 17V AX OPENING ••ts• •• • •••t•• I.F. I.F. FIXED LITE • • • • • • • • .. I LOW •••••• fogy SEE DLO HEI HT E HEIGHT SILL TABLE SEE DLO LL O TABLE O ♦ • • s • • • ® DETAIL 112" *SILL • s // s•t• ••••• / 76" y *MAX B 41 518° a% N4 • • • • • i • • • FLANGED FLANGED C 411/4` HEI HT HEI HT D 52 58" 5211t18° • • • • • : • E 52114° • • SASH • >•iKS • • i • SEE DLO TABLE X j 20" ASH SEE DLO TABLE X j �H LOW • HIGH •� • HEIGHT HEIGHT DETAIL SILL *SRI* z A 3412° 1S" t F s B 277/16" 2718" B C 27 7116" 2718" Do r DETAIL D DETAIL E D 16 38" 15 314" VIEW (CUSTOM SASH RADIUS TOP (CUSTOM SASH) E 16 316° 15 314° TABLE 5. NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS S THROUGH 11 FOR ANCHORAGE INFORMATION. DETAIL 8 ® 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. • aeeupaa ` � ELEVATJONS 3 � 6 � FJG 71/i3/OB B ADDBYSMMFHV . MWIMCMNOMa AWNOTE4. NOtWNIB,FL.j Ae Fx NO ��I, PA.B¢X 16 8 ALUM. SINGLE HUNG WJNDOW, IMPACT ftbwt Clmk PE. _ bFl°A/OQ'! A°Ye i! po°!ip C R °I PE #M2 F.lG �1Affi JJ. 7/6w NpWAaffi. FL34?74 Vtdb& SHM AffS 4 a 11 4040-20 8 Struchm (�- 2.784' -- ►{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8' FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED INSIDE MAX VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 ' INSIDE 9,10,11,15,16 31 MAX 1710" F L ITE 7 , 8 OR 17 TE DAYLIGHT 25 OPENING I 25 I - MAX t FIXED LITE DAYLIGHroPENINo OUTSIDE MAX WIDTH SECTION A A 6 OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS _ INSIDE 23 47 50 MAX 0000 HEIGHT 21 • • 2A 46 • 0000 ••s••• HIGH I • OUTSIDE I St 2. I • • : • : • • LOW • •• •• • ••••s• SILL 0000 • • • 0000•• •• 0000 • • MAX. s • • • VENT 49 48 • 0900 ••••• DAYLIGHT HIGH SILL LOW SILL HEAD• •OUIi61DE • • • s i • • • OPENING _ _ _ _ _ _ _ _ _ •T 68 2.71 ' • ♦ • 26 I.F. FRAME q • • • p9mawn"Ism see** i r Uue �0 2.948° 52 (LOW SILL) (HIGH SILL) SEE NOTE 54 3 30 ONLY IFT 69 ULTRALIFT 12 ONLY SECTION &B 12 ONLY SECTION P (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL -- RAD IUS VERSION) ,orot «,ruwve SEC 77ONS FJC 11haAwX H LF SEarlM &CQ1SOLVA7FBALCOA lV/S K%*Q0 %FL MM T+r 7s;ww ME FIG =4W a AtOCFtAN[iE7tIG98HEET Po egoc,a® ALU M. SIN HUNG WINDOW, IMPACT Robed L.c wk RE. FJL Wm J.J. %&W NoKOi68, Fl. amra �h Bern. �roo Hal S d t 1 �� 4040 -20 B 3wauret IT9N DWG# DESCRIPTION PGT# M34 TRNQ# DESCRIPTION Par# 1 4002A FLANGE FRAME HEAD 812225 60 1635 SCREEN SPLINE -.135 DIA. HARD 61636K 2 1155 #8 X 1.000 QUAD PN. SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 03 505 GLAZING CHANNEL (.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 1B X 1.000 PH. BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE, 1/16 X 12 -7116 LAMS 62BV1610 7 4025 SASH STOP 612244 ® 68 4061A SASH BOTTOM RAIL (HIGH SILL) 64051 - 8 4026 SASH STOP (EGRESS) 1.125 LONG 612244 69 4050A IFLANGE FRAME SILL (HIGH SILL) 64060 9 4029 SPIRAL BALANCE, 3B ", 5B", OR 11/16" 70 SILICONE, DOW 899,996 OR EQUIV. 10 1080 BALANCE COVER, 318" OR 5B" 6BALCVR916 80 A GLASS, SMS' LAM, (1BA.090 PVB,IMA) 11 #8 X.750 PH. PN. SMS 7834AA 81 B. GLASS, 5116" LAM, (1/8A.090 PVB,118"HS) 12 BALANCE BOTTOM BRACKET 78ALTBKT 82 C. GLASS, 5/18" LAN, (1 B"HSA00 PVB 118"HS) 13 085/1086 SASH TOP GUIDE 42504 ® 83 D. GLASS, 7/18" LAN4 (118A,.090 PVB,1/8A) 15 #8 X I PHILLIPS FLAT HEAD S. STL 78X1 FPAX 84 E. GLASS, 7/1 6" LAM, (1B PV3,1B"HS) 16 1080 -1 BALANCE COVER, 11116" 6BALCVR670 ® 85 F. GLASS, 7118" LAM, (1B"HS,.090 PV8,1B"HS) 17 4053 SASH STOP COVER 64053 86 G. GLASS, 13M6"LAN IG;1B"HS, AIRSPACE, 5/1 6" LAM, (1BA.090 PVB,1B A) 18 4029 -1 SASH BRACKET 7ULBRKT 87 H. GLASS, 13/16 LAN I&, iw S,AIR SPACE, 5118" LAN, (1BA.090 Pd I/814S) 19 #6-32 X 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 88 I. GLASS, 13/1.6" LAM IG;1B"HS, AIRSPACE, 5118" LAN, 118"HS,.090 PVB,1B"H8) 21 4054C FIXED MEETING RAIL S4054C ® 89 J. GLASS, 13/16 LAM IG;1B"HS, AIR SPACE, 7 /1 6" LAN, 3118 A,.090 PVB,3M6"A) 23 4006C SASH TOP RAIL 64006 90 K. GLASS, 13116"LAN IG;1B"HS. AIR SPACE. 7116" LAM, (3/18"A,.090 PVB,3M6uHS) 25 1235 W.STP „.170 X 270 BACK, FIN SEAL 67SISG 91 L. GLASS, 13116” LAM IQ I /8"HS, AIR SPACE, 7 /16" LAM, (3116"HS,.090 PVB,3/167HS) 26 1096 SWEEP LATCH 71096 92 M. GLASS, 13M6"LAN IG;1BA, AIR SPACE, 5116" LAN, (1B A•090 PVB,1B A) 27 1016 #8 X.625 PH. FL. SUB 7868 2 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 • • • • 30 1226 VNSTP., BULB VINYL STP249 • • 31 4008 SASH SIDE RAIL 612231 • • sees • • • • • • 34 1268 SASH FACE GUIDE 42501 • • • • • 35 1622 LAM SETTING BLOCK 3)32" X2564" X 1" 71622K 1 • • • • 3 • • • • • so*: • 36 1052 LAN IG SETTING BLOCK I "X3/4"X Ill 6 71052K • • • • 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K • • • • s • 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K .... • • • • • • 41 4039B GLAZING BEAD, 6116 LAM. GLASS. 640398 FRAME, I.F. HEAD • • • • • • • • • • • • • .*so 42 40448 GLAZING BEAD, 6116 LAN W /GRILL KIT 644703 ®47 #407A 6083-T8 • • • • • • • • • • i • • • 44 4222A GLAZING BEAD 7 /16" LAN 64222 FRAME. i.Ft tOW►31LL • • • • • • • 46 985C GLAZING BEAD, T /18" LAN W/GRILL KIT 6986 46 4087 GLAZING BEAD, 13116" LAM I.G. 64067 0 • • • • 47 4071A FRAME, I.F. HEAD 84071 ® ® • • • pmwmmvLv ' v • • •• i • 48 4072A FRAME, I.F. LOW SILL 64072 ® % 49 4073A FRAME, I.F. HIGH SILL 64073 ® • • e _ 1a• • 50 4074B FRAME, I.F. JAMB 64074 ® • • • 28,1 • 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 .082 NOM 53 1088 SPRING, SILL LATCH (EGRESS) 78PRNO THICKNESS 4 1 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 2 1 66 1014 SCREEN FRAME (HOR. & VER.) 81014 .062 NOM WI 66 1630 SCREEN CORNER KEY RINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 ISCR EEN SPRING 7CASP 59 1824 ISCREEN SPLINE -.135 DW FOAM 61624K 50 FRAME, I.F. JAMB FRAME, I.F. HIGH SILL ® #40748,6083- A #W73A. 8083-T6 (USED AS RADIUS TOP HEAD) G"J_ 9F.X 1V=W �B fTFhl g2 l PJION 7 !3 ! NO1CpIM FlF .342/1 P MO. P TS LIST ALUM. SINGLE HUNG W/NDOW, IMPACT !/2MDB A NO t714f!(3ETilf83HEEi' P.O. BQOC 7876 RobedL gatit, P.E i?slb�p Berner �e°'� r w"evK. a,. J L ea'aos a sacra rioo NTS 6 -11 4040-21) 8 �aauw aft a.*.dft Oft 1 or 47 I.F. FRAME SEALANT ALONG ENTIRE JOINT 2 �� I.F. FRAMEQ If- 2.784 T .082 1 383 2,530 2.330 062 8 or 50 O FLANGE FRAME HEAD #4002A,6063•TB I+-- --2.784 1 749 FLANGE FRAME SILL (LOW) WELD #40030, 6063 -T6 6 or 50 ALONG SCREW j SEALANT OR GASKET BOSS (2) 2.710 738 AT HEAD AND SILL --' _=J.490 .040 082 �- 1.4b1•. -{� VIEW D -Q VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB x4025, e083 -T5 #40M, 6163 -T5 I #4004,6083 -T5 (USED AS RADIUS TOP HEAD) - 1.166 I+— • • • • .878 • • • sees sees•• —�{ 1.342 2'326 - 1.Q1 } + • • • • • • • ,� 1.3as GLAZIN 5116" ' • • • : .. • .: • i 1 41 e 45 • • .... 062 155 1.979 1.707 .082 s 31 SASH SIDE RAIL see* • • • • • • .082 l a #4008.6063 -TS ees• s ees• • *sees 21 FIXED MEETING RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL (LO`M e e e e e e e • #4064A, 6MHD -T6® #4W6C, 6MHS -T6 #4007.6063 -TS • • A • • • s • e • 060 • 1 1.096 - 1 • • • — O LAZING 6 a G e e' • 67a 42 �, ��" � 2.326 W "0 '-" 1.096 — I� � I �T {USED l�tiCL 17) Oats - oe2 2. 44 GLAZING BEAD 7116" nre8ast 3.446 O #4222,6063 -T5 �_ 2838 863 OSO 062 1087 2.7&4 H RAIL (HIGH) GLAZI O G G BEAD, T6 /16" IG �-- _-� B EAD , 7 /16" � 8S FLAN F A s SILL (HIGH) 88 SAS 61A,033 -T 6063- `/ (USED W! GRILL KIT) ra.uat aruteue Y Pic 11/13W B LF. Nd RL P X EXTRlIS10NS 8r FRAME CORNER DETAIL y zf 169w — FJC V24Po8 A No G/AAtt�iF�Bt�EE7 PO. BQ7C,878 •.—�— ALUM. SINGLE HUNG WINDOW, IMPACT ROW LClark, RE mar m WoIGOAAB. R Sar► 4 Vbi* Betrw ar.�eat sore ewe > asr PE #38712 pk gy/pb ,�,L 9/E3M7 S117QU 1'/8/I` 7 a f1 4040 -ZO B stru•wal ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 - 114" ELCO TAPCONS 28. 603 34.603 40.603 46.603 52.603 56.603 64.603 76.000 2 - 114" ELCO SS4 CRETE - FLEX SUBSTRATE: ® 3- #12SCREWS ANCHOR TYPE: o U U U U v p U U p U U 0 U U p U U p U U p U U WINDOW GLASS N Z p O N Z Z t7 O N p Z p Z O N Z .Z t� p N p Z Z M N Z Z yo o N Z Z m O N Z Z 2. ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE N U� U N U� U c3 � U U N U P U N 3 S < U N U U� U U `j U� U HEAD 81 I MAX. FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 17112" MAX. FROM TOP CORNERS 15• MAX. FROM BOTTOM CORNERS H,LJ,K,L 1.2 1.1 1 1 1 2 1 1 1 2 2; 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2.2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 6" MAX. BELOW MTG. RAIL 19.125 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL - ANCHORS NOT REQUIRED - AB,M 1 21 1 1 1 121A 1 2221 222222222222 :222222222222222232'233 3. INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. H,WAL 1 2,1 1 1`.2 1.2 1 2 1 2.2 2 1 2 2. 2 2 2 2 2 2 2 2`2 2.2 2 3 2,2 2 2 2,3 2 2 2 3 3 2'2 3'3 24.000 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 21 1 1 2121.21 2221 222222222222 :22223222223222333223:3 AREPLESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 p D ESIGN PRESSURE LIMITATIONS. H,I,J,K,L 1 21 222231 222231 22323222323222 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A AB,M 1 2122.2231.22.2231 2232322232 .3222'333223;3343233343344 OFANCORSIGNPRESSOLD. OTHERWISE, OF ANCHORS SHOWN IN BOUT. OTHERWISE, , THE C,D,E,F,G, 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,LJ,K,L 2:21 222231 2213 232223232223232323342333343334353344 PRESSURE FOR 0000 37.000 RESPEGTIVE SIZE 1 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ANpGLAS§TYPEIS A 0 000• • 0000•• B'M 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 212 3 2 3 2 2 3 2 3 2 33 4 2 3 3 3.4 3 3 3 4 3 5 3 3 4 4 AV . • so PSF 79 • • • • 000096 •• s •••••s C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 • 40.000 H,LJ,K,L 221 222232223232223232323242333342334353 '334453344 0000•• 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 000• • 0 000• • • • A,B,M 0000 0000 0000• 221222232. 2232322232232324233 ',33.42 34353.334453344 • s PSF 79 AO•••• • • 0000• C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T Y. • 0000•• 44.000 H,LJ,K,L 22222223222323223' 324233334233 :334233'4353.334453445 •••40A1(•PSF • •• • ommm A'B'M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DP 28 pp •••••s • ABS A� .rr • 2721 2222 1 23 1 22 1 2:3232233 2.4 233334233:3 3 4 3 5 3; 3 3 4 4 5 3 414 5 JAM9BOiJE 2 3 PSF 791 791 Miaa wa - .�2AR C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW � 48.000 H,LJ,K,L 222222232. 22334233334233434233435333 :4353.345463455 MT'G. A,B M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2; 2 Z 2 2! 3 2.2 2 3 3 4 2; 3 3 3 3 4 2 3 3 4 3 4 3 2 3.4 3 5 3 3 3.4 3 5 3 3 4 5 4 6 3 4 5 5 (FULL DP} PSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 53.125 H,LJ,K,L 2 2 2 2 2 2 2T3 2 2 2 3 342,33!434 2 3 3 4 3.4 3:3 3 4 3 G 3 3 4! 4 4 6344546 5 8 MTGL RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW AB,M 2 2 2 2 212 2 31112 3 3;4 2 3 3:4 3 4 2 3 3 4 3,4 3 3 4 3.5 3,3 4-4 4,5 3:3 4:5 4 6 3;4 4 fir - MEANChUME TAME I � +orom m=w m,, ANCHORAGE SPACING 1/1 WWDOWS FJ1 IN= B DP MAX NRt7�ANCMpR MW=TWBy &R.9/Z/8 M. noww. FJG 124= A N00MNW7H W9ET P m SQx1maa SINGLE HUNG WIAtDOW. IMPACT ( P.E F.K 74M J.L mw r#l/ao ALTS 8 a 11 4040 -18 1 1 B 8humNal ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO $34 CRETE -FLEX SUBSTRATE'-- 29.655 1 37.155 44.6% p 52.155 59.655 U 67.155 74.655 XWO ® 3 - #12 SCREWS 0 1 ANCHOR TYPE. O Z Z t+� Z p Z e+� k Z 2 O Z Z cn Z pp Z Z Z Z O Z Z 2. ANCHOR LOCA ARE BASED ON THE INDOW � N y N U <N y N � N U�U N N U�U N N C) ` U N � N U U N � N U r0vi 0 0 HEAD BNGDIME OM TOP CORNERS - C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 17112" MAX. FROM TOP CORNERS H,I,J K,L 16" MAX. FROM BOTTOM CORNERS 19.125 1 1 1 1 1 1 2221 2' 2222122222 222222,22222222232223232223.2 W MAX BELOW MTG. RAIL ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ® SILL - ANCHORS NOT REQUIRED - 1 1 1 1 1 1122 21 2:22221 22222 .2222;222222:22222322232322.232 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ® NOTE 2. 24.OW H.I,J,K,L 11 1 1 1 1 221 112 2222: 222222222222232322232322232322232 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2 21 1 2 2 2 2 212 2 2 2'2 2 2 32 32 2 2 3 2 3 2 2 2 3'2 3 22 2 2 ®ARE1 "LESS. PSF 66 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,W,K,L 111 1 3 1 3 BOLD ITALICIZED VALUE ABOVE THEvi,INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 i 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 111 1 11 2222222: 322223322333332333 ,32233433243433243 MAXIMUM DESIGN PSF $9 67 7 PRESSURE FOR TH RESPECTIVE SIZE • • • • C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLAS TYPE IS •••••• •• 0•• s 37,0W H,I,J,K,L 1 1 1 1 1 1 2 Z 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 4 3 3 2 4 314 4 3 2 4 3 AV LABiE. • • A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 •• • •• �•� •• 1 1 1 1 1l1 2' 2'2 2 2 2 3 2 2 2 313 3 2 2 3 3 3 3 3 4 3 33 0000•• •• • 0000•• • PSF 54 79 62 79 000000 • • • 0000•• C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0000 0000 • • 40.000 HI,J,K,L 11 1 11 22222.22 3223333223 .3433343333:343443343443353 A,B,M 0 000• • 0 000• • ••00• 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •• LAS••••• • • 0000• 11111122222.22. 322333322334333433333434433434 :43353 T EY: • 0000•• PSF 49 79 56 79 79 • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 D • I a MA PSF s •• 44,000 H,W,K,L 111T111 2222223. 322333 42333443:343443343443343443354 �-—� �� 0••••0 weoap1�w11ti1M1Yr A, B,M 2 2 Z_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 , HE . _ 3 VLI 33 6 , • 1111112222223i32233342 .3334.43:343443343443343443354 • - � • PSF 43 74 51 74 79 79 JAMS BELOW p,�q C,D.E,F,G, 2 2 2 2_ 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 �a RAIL 48.000 HI,J,K,L g 1 1 1 1 2 2 2'.2 2 2 3 3 2 2 3'3 3 4 3 3 3:3 4;4 3 3 4;4 4 4 3:3 4.414:4 4'3 5 4 4.4 4,3 5.4 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 ( FU LL DP) 111111222 :222332.2333143333414334 :44433444',4435,444435'4 HEAD 2 PSF 41 67 46 67 76 79 JA :WB ABO 2 2 C,D,E,F,G, 2 2 2 2 2 Z 3 2 2 3 2 3 3 2 3 3 2 3 3. 2 3 3 2 3 VE 53.125 A,BML 1 1 1 2 222 2 333 33 3'34: 43344443 ,344443:34;45'5435455435:4 BBELOW 3 3 3 4 4 3,3 4'4 4 4 3.3 4 4 4.4 3 3 4 4 5 2 2 3 2 3 3 2 3 3 2 2 3 2 — 3 - T - 3 - 3 2 3 ItiAfG RAIL 111111 2222 3 3 223 44;354544.354 w.a arc wn66s a.at� ANCHORAGE SPACING STANDARD VIEW FJC 11/fSrtNB 8 ADD MAX m'%wwrEvBYBD$ NON *m FLwm ms ALUM. SINGLE HUNG WINDOW IMPACT L E, R FJG 1/2408 A NO CHANGE IM P.o. eQ)C tB/e • rwure a..e n. ,o nw FJC J.J. ,Fl 4 8tnoo ALTS 9 d 11 4040 -� B shmm i ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JANIBft CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS SUBSTRATE: 17. 125 22.658 28211 33.7 1 392% 44.839 50.362 55.925 2-1 ELCO SS4 CRETE FLEX ANCHOR TYPE: o U U o U v o v v o U v c O U O U U 'o U v o v v 3- #12SCREWs WINDOW GLASS N p N O� O c�i N O P O c i 0 C4 O N N O O N "' O H O c3 g N 0" 0 cl ) ' p a N p r O ®DMIENSION LOCA TIONS ARE BASED ON THE FOLLOWING TYPE �g U U U U U U U U U + v U $ U U U U HEAD - 181!2" MAX. FROM CORNERS 19.125 D,E F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS -17 IW MAX. FROM TOP CORNERS - K L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 9 3 111/2" MAX. ABOVE THE MEETING RAIL D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8" MAX. BELOW MT T RAIL 24.000 15° MAX. FROM BOTTOM CORNERS KL 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL - ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 M WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR PSF 79 1 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5® WINDOWS ARE 12 518" MIN. TO 36" MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF T9 79 78 79 A FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 °LESS. KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 S. DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F.J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 RALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KL 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN ¢EA S PSF 78 79 70 79 79 Ti 79 73 76 PRESSURE FO SIZE AND 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 G LASS LASS T YP E IS 0000 E K,L G 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 8 AVAILVLE. • • PSF 71 79 63 71 79 84 74 86 77 69 68 • • • • • • • • • s • ® TABLE 'h K£Y• • 53.125 D.E,F,J, 2 2 _ 2 __ 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 •— • ••• • KL 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ••• PSF ��•• i ••••i• DP 112 • • • ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. JA> HEAD 2 • • • •. • : • • ••; TABLES. •••• ••••• SASH HEIGHT • • SUBSTRATE. 12.776 15.776 18.775 21.776 24.776 27.776 30.776 31.108 ,p y' • ®p • • • • • • • ANC �TM E.NN[''�N"�['�N ^�N ;'�"�N . §" § - 2 8 a e3A �a N�o (PkRL ®P) 4 • ••••:• $Q U ( f( oZ U�3 • ttAARR��• • 2 • • 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mj'G. RA •"'� " 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 • •• �Z� 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 •• • • 37.000 79 ® TABLE 8. KEY: �t«e 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 MA)L PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LMTED) 112 44.000 68 78 JAMB BELOW 72 2 2 2 2 2 2 3 2 3 3 1 3T3 4 3 3 4 — 3T4 5 3 4 5 3 4 MTG. RAIL 72 79 42 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 F( ULL DP) 73 88 68 72 JAMB BELOW P2 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3. 5 MTG RAIL +Pwaes ANCHORAGE SPACING CUSTOM WEW / P -�- =w _ _ l � Fx A NO CHANGE IT T P�1878 � ALU M. SINGLE HUNG YWNDOW, IMPACT Y L aWk P.E. •ien arr m.roa ue� FLSklI4 VtwbbBerur S�imP NTS 10 a 11 1 4040 -20 8 skuctmw Fx 7 J.J. 1I�1Po7 EXTERIOR INTERIOR ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MV4MI -DARE COUNTY ALL HEAD AND SILL DETAIL) APPROVED 114" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13W. 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3)—A 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAM143ADE COUNTY, USE #12 STEEL SCREWS (G6) OR ®(SEE NOTE 4) (SEE NOTE 2 & 3)® 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. • • , ; • 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE •. ,: ; s + 1318" MIN., 114" TAPCON® TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •1.3!4° MIN., 114• CRETE -FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1t2° OPTIONAL 1x THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION„ (SEE NOTE 4) 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114" 1/4" 8083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 318' 1 MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 114° MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1t4° MAX SHIM MIN. 114° MAX. SHIM N 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. IV l I 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT ` i o , • WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2004 CONCRETEANCHOR, WOOD ANCHOR FH BELOW MEETING FH BELOW NIEETNG® 090* RAIL. (SEE NOTE 1 & 3)® RAIL (SEE NOTE 2 & 3) • • • • •••• •••••• 3.35 KSI MIN. CONCRETE INTERIOR " ` `• • • OR 1.5 KSI MIN. CMU ® • • ` ` (ALL JAMB DETAILS) s•N•• •• • •••••• EXTERIOR ` ix BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK • • • • • • • • SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4)® • • • • 00** i *000: • DETAIL DETAIL •••• •••• •09•0 0 TYPICAL FLANGED JAMB ANCHORAGE "• "` ` ` " "• s• •• 114" • MAX- 1w i••.•. • •• SHIM • • •••••• WOOD FRAME MAX. --WOOD FRAME �SH • , !F • .131' DIA. MIN. • • • ' x 2112° NAIL, .131* DIA. MIN. AT CORNERS ►cedaet x 2112° NAIL, AND 6" O C. AT CORNERS WOOD FRAME AND 5" O.C. 114° .131" pIA MIN. x 2112" NAIL, SHIM AT CORNERS AND 5" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ® �� ADDAYIEQliA[.FlN uTE Iyp7Eg 10ATElA8QD1C0YIx2NE ANC40RAGEDEfA1LS / a �/ FJC 11/1.*= 13 NOTES7. 7E W A. 3W5 /`� ALUM. SINGLE HUNG WINDOW, IMPACT 4 �, P.E. FA 1/Y4/OB A )WWOREFIATtlFADANCMWR3. P.O.B¢7C 1419 art are ar�ra. w,e PE T12 .—w aft diaws FX VIVO JJ: ?12M ,Fl sera VLsJ�j Better �fAO mm 11 a 11 4040 -20 � savmura� % .• % •. MIAMI•DADE .. • • • • • • • • • MIAMI DADS COUNTY, FLORIDA • • • • • • • • • *:4 ' •' •' 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 ACCEPTANGY, M ,', ; • •; www.miam�tdade.eovlbuildinecode PGT Industries, Inc. • • • • • -ra 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 Mann—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 MamiDade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02128rXW with the latest revision "C" dated 04/15/207, prepared by PGT Industries, Inc., dated. 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted. herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- (}405.06 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 -0815.09 ©� Expiration Date: December 21, 2011 Approval Date: January.03, 2008 Pagel PGT Industries. Inc. 0:4 • 000 NO' C .6F eCEPTA :•bVIDENCE SUBMf'I°I'ED .. . ... .... • • • ••• • • A. DRAWINGS 1. Manufacturer's die &&ir�s�axd�se�t ---0 . • - • 2. Drawing No. 4127 -1(t ttt1Cd. "PjuQ .1- .b)rizonO1 Roller Window, Impact", sheets 1 through 11 of 11, ( tedb2/2872006'wiffthe latest revision "C" dated 04 /15/2007, Prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 - 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 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, 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. FTL4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, 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. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) Manuel P¢ Product Control NOA No 0'1- .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -1 .• •. . . . .• .• . 0. PGT Industries. Inc. • • • 0% g3 ENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations aAi4 j W1i • analysist'c omplying with FBC- 2004, prepared by PGT Engineering, datd:IW235/46; 9�god an0ealed by Robert L. Clark, P.E. Complies with AS'1U P,1W- 98 - andV2 • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12111/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT. Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12121/2006 and expiring on 12/21/2011. Manuel Pdre4 Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -2 v GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLAB -ICED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6116° LAMI CONSISTING OF (2) LITE$ OF IV ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. SAW 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 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 5116" LAN CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM PVB WTERLAYER. D. 7116° LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 716' LAMI CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F. 7118" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS MATH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. 1 GLAZING DETAILS............ 2 G. 13116' LAMI IG: (1) LITE OF 118" OR 3116' ANNEALED (MIN.) GLASS, 5116" OR 30 AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/18" LAMI IG: (1) LITE OF 118 OR 3116' ANNEALED (MIN.) GLASS, 5116" OR 318° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 5 OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SA-FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER � 9 '4�BT...... ............•••• 6 • • Ii "W ONS....... Z • 1.13116' LAMI IG. (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5116' OR 318" AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTV0 GVS CORNER DETAIL .............. 0 WITH AN A90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. AN 6FrGE .................. S J-11 •••••• •• s •••••• J. 13/16° LAMI IG: (1) LITE OF I V OR 3116' ANNEALED (MIN.) GLASS, 3196' OR 1/4' AIR SPACE AND 7118° LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GL WMtN • • • .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER • • • • • • •••• •••• • • K. 13116' LAM[ IG: (1) LITE OF 118" OR 3116° ANNEALED (MIN.) GLASS, 3116 OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AjVD i1 rL ITE • • OF 3/16 ' HEAT STRENGTHENED GLASS NTH AN .090 DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM PVB INTERLAYER • • • • • • • • • ♦ • L 13116" LAMI IG: (1) LITE OF IV OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1 /4" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITE$ OF 3116" HEAT STRENGTHENED GLASS • • • • • • WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTFRLAYER • •' • • • • • • • • 2. CONFIGURATIONS: O_X XO• XOX i • • • i • • • 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) • • A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTaI E 1300.02. • • • • • • • • • • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA3LE3 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. PRODUCTRHVISED as araplying wHh the Florida 5. SHUTTERS ARE NOT REQUIRED. Au:,:M,r�axao a .tfg' Eapis:tion Date 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BY FtodYCt ®7. REFERENCES: TEST REPORTS F1L 4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03 -0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL ®8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C4? d{1 j44 Dl1VG THE HIGH VELOCITY HURRICANE ZONE "Z). I Ramey. tms a FK. 4H6Po7 C ADD FIL5330 TO NOTES 7& CHG. NOTE 8 TO CURRENTEOIT. ' -: OOY D— � GENERAL t 't "' `d 01 FA 10/f7/OB 8 CHANGE TOASTME1300-02 NO a. x4276 F.K 5/13/06 A ADD AIR SPACE DIM. NOTE 1 , TECH. REF: NOTE 7 & NOTE 8. a.O. sox f62e ALUM. hIORIZONTAL ROLLER WINDOW, IMPACT L Clarx, F.E. --14;c7 i nreim v mts NOKOMIS. FL 94274 Visibly Better ""' " �' °°18° P F.K.. 7128108 Z. 3/23106 HR7f0 NTS 1 m 11 4127 -10 2 50 21 r 50 Ire NOM. 1W NOM. EX (F INTER - G LASS SITE GLASS SITE 51 rIWANNEALED 51 1 63,64,65 i4 D OR HEAT STRENGTHENED GLASS 3M6" ANNEALED OR HEAT STRENGTHENED GLASS OR DUPONT PVB INTERLAYER .098 SOLUTIA OR DUPONT PVB INTERLAYER OR HEAT STRENGTHENED GLASS 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED *000 5/16° LAMINATED GLASS 7/16° LAMINATED GLASS . , ',,,, • ,,,,,, • •••••• • • ••••• 21 50 21 50 •• •• • •••••• e • • •••• •••••• 1 PY NOM. 112' NOM. • • • • • • • • 59 GLASS BITE 59 GLASS BITE • • • • • • • • • 52 52 66,67,68,69,70,71 72,73,74,75,76, PRODUCTREVISID as corV!Ang wn um Florlde 13adin Co& I M14 - - . 118" ANNEALED OR HEAT STRENGTHENED GLASS 3116° ANNEALED OR HEAT STRENGTHENED GLASS z: eMO No A 09 .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER lraLOn na• 11W ANNEALED OR HEAT STRENGTHENED GLASS 3118° ANNEALED OR HEAT STRENGTHENED GLASS 5116° LAMINATED 7118° LAMINATED Pmdocc' 5116° OR 3Ar AIR SPACE 3118° OR 114° AIR SPACE _4 10 OR 311W ANNEALED (MIN.) GLASS 118' or 3116° ANNEALED (MIN.) GLASS 13116' NOM. 13M6" NOM. 13116° LAMI IG GLASS W/ 5116° LAMI 13116° LAMI IG GLASS W/ 7/16' LAM] F.K. 411W7 c No CHANGE THIS T 1o7arEClwolooronrve GLAZINGDE7AILS d F.K 10/17/05 8 NO CHANGE TM SHEET NOK0.4I3, FL 34M . P F.K. 5/13/48 R A ADD AIR SPACE DIM. TO iAARi IG DETAILS P.O. 18� ALUM. HORIZONTAL ROLLER IMNDOW, IMPACT' r � L cam, P.E. @sney p� tm�z NOKOAII$, FL 34274 Visibly Better PE 538772 F.K MUM J.J. 323/00 11R710 FU 2 11 4127 -10 C g � TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WlSAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 S18" S4" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 - 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -58.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 51.7 111" A,B.G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E F, J,K,L +75.0 1 -75.0 TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) �•' •' • WINDOW GLASS WINDOW HEIGHT • • • • s • • • • • • • WIDTH TYPE ALL HEIGHTS UP TO 63 • • i • s • • TO as 7116" A,B,C, • • • • • • 0 - 00 0 0000.. D,E,F, •00 •000 • • T0867/1B" JKL �7tiS(i X75.0 0 000• • 0000• •• • • •000• E3 •000•• OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMLfL9� • • • • WINDOW GLASS WINDOW HEIGHT • • • • • •000 •00000 WIDTH TYPE 26" 36" 38 3!8" 48" 50 SI8" 54" 60" • • 60" A,B,G,H +75.0 75.0 +75.0 75.0 +74.0 1 75.0 1 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 •75.0 • • 0 • • 66" A B,G,H +75.0 -75.0 +75.0 -75.0 +7$.0 1 -75.0 1 +75.0 -75. +75.0 1 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 70.2 0 • • • 0 0 72" A B,G,H +75.0 75.0 +75.0 -75.0 + .0 1 -75.0 1 +75.0 X5.0 +75.0 1 -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 + 5.0 -75.0 +75. -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 z' -^ "'y ' C,D E,F, gg�� e�ia��sLn� mu0morlm UP TO 74" I J K, L 6/ �' e, 1 E-1 +75.0 -75.0 n 7- o8ts.o�q GLASS TYPES: TEST REPORT FTL -4858 QU4 FTL -4859 (OX& XD) AND FTL. -5330 ft A. 5/16" LAW - (118" A, .090,118" A) G. 13116" LAMI IG -118" OR 3116 "A, 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8 "A) 9 B. 5/16" LAMI - (1 /8" A, .090,118" HS) H. 13116" LAMI IG -1/8" OR 3/16"A, 5116" OR 3/8" AIR SPACE, 5116" LAMI - (118"A, .090,1 /8"HS) C. 5/16" LAMI - (118" HS, .090,1 /8" HS) I. 13118" LAW IG -1/8" OR 3116"A, 5/16" OR 3/8" AIRSPACE, 5116" LAW - (118 "HS, .090,118"HS) D. 7/16" LAMI - (3116" A, .090, 311(r A) J. 13116" LAMI IG -1/8" OR 3116 "A, 3116" OR 114" SPACE, 7/16" LAMI - (3/16"A, .090, 3/1("A) E. 7/16" LAMI - (3116" A, .090, 3116" HS) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16 3/16 F. 7/16" LAMI - (3116" HS, .090, 3116" HS) IL 13116" LAMI IG -1/8" OR 3/16"A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3116 090, 3116-HS) o FJC 4M6+07 C ADDWTEQRALFINOPT ION &UPDATEA37MEf300.OZOPs DESIG PRESSURES �� d7 F.K 10117106 B REVISEDP TABLES TOASTME4300.02 NO ONS��2778NE P' -�- ' . r �- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K BM3/OB A DAIR No SPACEDIMENSION GLASS TIDES O THRUL. P.O.Pgxl 9 �a �, �� nn, Rabe P L. iKila712P.E. FFK 2/28/06 J.J. 3123708 iCONA8.FL3427a v;�,try rm7ro NTS 3 m 11 4927 -10 C shmhnvi 27 318" 27 318" 27 318' MAX. DLO 54 5/18° MAX DLO FRED MAX. DLO MAX. DLO �Q VENT VENT FIXED D D e e e e X O X X O X IL 000.0• +r 110° MAX WIDTH I.F. FRAME I� 85 7118" MAC. Y4/WTFY.F. FRAME —� © • �+ --111" MAX WIDTH FLANGE FRAME I Q x+-86 7/1 S° MAX WIDTH FLANGE FRAME• • • • • s • 000.0• •• • 0000•• DETAILS - XOX (1 J4 -112 -1 i4) DETAIL C - XOX (V34LV3) • • • 0000•• NOTE: • • • • 0000 •.•• 0000• 33 8118" MAX 33 9118• MAX 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • DLO FIXED DLO VENT •• i•••s• 0000• 0. • ••.0•• • • . MAX SEALANT OR GASKET • • • • — — FLANGE AT HEAD AND SILL • • 0.0.0 • *00000 A I A FRAME • •••• • • ALL 1 • • . • • 57 3W CONFG. • • • • • • • • MAX, MAX © • • • DLO ALL / / DLO ALL -- 15 I.F. FRAME FIXED W :4 with QIe Fioride LITES I.F. FRAME O I X ALL uukmDaW 8 ;, 9 CONFG. B I ® » 1 13 FLANGE FRAME _ c — 73" MAX. WIDTH I.F. FRAME ® VIEW D-D Q 74" MAX WIDTH FLANGE FRAME — -I (FRAME CORNER CONSTRUCTION) �...�- DETAIL A - OX OR XO • e F.K 4/15107 C CONSTRUCTfONDETAfI FROM SIT. B. ELEVATIONS �rL1 d 1070 TECHNOL08Y DROtE FA 10/17/05 8 NO OHANOE TMS SHEET NOKWIS. F. 34270 ALUM. HORIZON ROLLER WINDOW, IMPACT F.K 5/13M A NO CHANGE THO SHEET P.O. SOX 1820 _ _ _ L. Clack, PS F.lC �Z1P510S J.J. 23/05 N01COAO8. FL 34274 Yis Better HR7f0 NTS 4 ^� 114127 -10 C S Giv¢12 INTERIOR 37 32 35 22 39 1 22 Q q 16 2 EXTERIOR INTERIOR 13 21 n on MAX. VENT DLO �+-- MAX. FIXED DLO — ►� MAX. VENT DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B © 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE s FRAME) •••0 • MAX INTERIOR 17 • • • • • 0 0 • • • 0 HEIGHT 35 32 �7 . . 39 • FLANGE 0 0 0 ' ' FRAME ( • • • • 600900 VENT a 00 DLO 16 • • ... • MAX. • • • • • 0 FIXED DLO • •• • ••0 •0• 0• • • •000• • •00.0• • • 22 f� MAX FIXED DLO --►� MAX VENT DLO •0 0 0 43 • 0s0 0000• • • • ••000 0 0 MAX. WIDTH (I.F. FRAME) • • • • • • 21 EXTERIOR SECTION A A • • ' • • • • • • (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FI 41 Iy FRAME)•, • ; 0 24 [�� • • • as 8 22 21 Q 22 2 PRODUCrRr:MM 12 8 eon,: ns � a. P1«tae .: coao 24 EXTERIOR INTERIOR J SECTION Dme z i o r 21 EXTERIOR INTERIOR R 6 10 C-C © ©42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME), (VERTIC SECTION, I.F FRAME), F.K 4/ ?S/07 C ADD INTEGRAL FIN M tRA ITEM 4J .4zAND43,�1 �,, .�.. SECTIONS j � / /Q' A1 F.IG 10117103 B NO CHANGE THIS SHEET J NOKahne� 4V5 rma- / J! -- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113108 A NO CHANGE THIS SHEET P.C. BQX 1828 Robert L CIli* P.E. mez — NOKOMI%8. 34274 Visibly Better PE smix sbc oaxv+a. PE $38712 F� 2rAW J. J. 31 05 110 Haft 5 a ll 4127 -10 C shuduroi DWG# R19V DESCRIPTION MAIL PM r M DWG# DI SCPJFMN MAIL PGP# 1 4102 A FIANGEFRAME HEAD 6063 -T6 AL 612237 66 GLASS 13/16" LAMI ICY-118"A, 3 /8"AIR SPACE 5/16" LAMI (] /8"A, .090 PVB,1 /8 "A 2 4025 SASH STOP (STD. ) ANTI LIFT CLIP 6063 -T5 AL 612244 67 " 13116" IAMI IG- 1 /8 "A, 3/8" AJR SPA 5116" LAMI 118 "A, .090 M 1/8 3 #8 X 314 PH. PAN HEAD 7834AA 68 13116" LAMI IG -1 /8 "A 3/8" AIR SPACE, 5116" LAMI I /S "HS, .090 PVB, Vr 4 4053 SASH STOP COVER SASH STOP 6063 -T5 AL 69 13116" LAMI IG•3/16"A, 5116" AIR SPACE, 5116" LAMI 1 /8"A .090 P 118 "A 6 4136 FIANCE FRAME SHL 6063 -T6 AL 64136 70 " 13116" LAMI IG-3116"A, 5116" AIR SPACE, 5/16" IAMI (1/8-A,.090 PVB, I/8-HS) 7 4137 SILLADAPTOR 6063 -TEAL 64137 71 13/16 " IAMI IG -3/16 "A, 5116" AIR SPACE, 5116- IAMI 118 "HS,.090PV3.1 /8" 8 4131 JRQUERTRACK 6063 -T6AL 64131 72 " 13/16" LAMI IG•1 /8"A,1/4" AIRSPACE, 7/16" LAMI (3116"A,.090 PVB, YWA 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/]6" IAMI IG•1 /8 "A,1 /4" AIR SPACE, 7/16" IAMI 3116 "A, .090 PVB, 3116-HS 12 1626 ADHESIVEOPEN CELLFOAM PAD 7PAD1626 74 13/16" LAMI IG •118 "A,1 /4" AIRSPACE, 7/16" LAMI 16 "HS, .090PVB, 3116 "HS 13 4002 A FLANGEFRAMEJAMB 6063 -T6 AL 612225 75 13/ 16" LAM IG• 3/ 16" A, 31 16" AIR SPACF ,7 /16" IAMI 3/16"A,.090PVB,3 /16 "A 14 4134 CASKET FOR MAIN FRAME SILLJOINT 74134W/K 76 13/16"LAMIIG•3 /16 "A,3 /16 "AIR SPA 7/16" LAMI 16 "A,.090M3/16" 15 1 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 13/16" LAMI IG•3/16"A, 3/16" AIR SPA 7/16" LAMI 3/16"HS, .090 PVB, 3/16" 16 4110 G SCREEN ADAPTOR (063 -T5 AL 6411OG 90 1014 1 1 SCREEN FRAME (HOR & VEIL) 3105 -H14 AL 17 4054 B FIM MEEI'INGRAIL 6063RD -T6 AL 64054A 91 1630 1 ISCREENCORNERKEYW/RNGS POLYPROP. 19 4066 WSTP.„187 X .230, FIN SEAL 640660 92 1631 ISCREEN CORNER KEY W /OUT RING POLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.S14 • • 22 1683 WSTP.,.250 X.270 BACK, FIN SEAL 616830 94 1624 SCREEN SPLINE -.135 DIA. FOA ENI • • • • • • 23 225.1 ROUERHOUSI NG& GUIDE 421UM 95 1635 SCREEN SPLINE -.135 DIA. HARM• • FI41 P 24 226 BRASS ROLL Et WHEELS BRASS 7BRWHL2 96 SCREEN CLOgH • • 29 4128 HORIZONTAL R0U- ER.SASH TOP GUII}E POLYPROP. 44128N • 32 4006 D ISASHMEEMORAIL 6D63HS -T6 AL 64006 271 • • • • • 33 1235 WSI'P,.170 X .270 BACK, FIN SEAL 67S160 • • • • • • • • • 35 1096 SWEE' LATCH DIE -CAST 71096 • • • • • • • • • • • • • • • • 36 1016 #8 PH. FL. SMS 7858 • • •• • • • ••••• 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 • • • • • • • 38 1683 WSTP,.250X .270 BACK FIN SEAL 61683G 282 • • • • • • • • • • • 39 7070 BULB WEAT HER.STRIP .187X .275 67070K 1 • • • • 40 LIFT RAIL COVER CAP 74078 "C" L OR R i_ • • • • • • 0***:* 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 Q • • • • • • • • • 42 4140 LF. FRAME SILL 6063 -T6 AL 64140 Q 41 © I.F. FRAM HE • • • • • • • • • 43 4141 I.F. FRAME JAMB F 6063 -T6 AL 6414I1 • • • 50 GLAZING SILICONE, IOW 899,995 OR LEN F • • • 51 1224 VWYL G LAZ I NG BEAD BULB MUC K G"7W,K 52 1225 VINYL( ifAZINGBEADBULB 6TP24W, w x plyi rxEV9sED 53 4039 B GLAZING BEAD -5/]6" 6063 -TS AL 64039B 2.784 3.1 9ymg�7w,u�r9«;a" Huildic�Codn 54 4044 B GLAZINGBEAD -5116" W /GRiiLKrr 6063 -T5 AL 644703 A o - at 52 55 4222 A GLAZING BEAD - 7/16" GC AL 64222 6063 TS sy 56 985 C GAZING - 7/16" W /GRILL KIT 6063 -T5 AL 6985 .062 LA 59 4067 GZINGBEAD - 13116" 6063 -T5 AL 64067 1.988 60 GLA 5 /16" IAMI UB" A,.090 PVB, 118" A 4g I.F. FRAME JAMB 61 5/16" LAMI 1/8" A, .090 PVB, 1/9" HS) © #4141,6063-T6 62 5116" LAMI 1/8" HS, .090 PVB, 1/8" 63 " 7116" LAMI 3/16" A .090PVB,3 /16" A 2.710 64 7 /16 "IANH 3/16 "A,.MPVB, 3/16" 42 I.F. FRAME SILL 65 " 7/16" LAMI (3116" HS, .090 PVB, 3/16" #4140,6063-TS r�mrsr. nms t 10117106 F.K 4/13107 C ADD ITEM341, 42843 P T PARTS Llsr z F.K 8 NO CHANGE TMS SHEET 1070 O 275 HNOL�Y FJC 5113/06 A ADD SPACE DIh1ENStoNS7TEMS�7HRU 7- At(!M. HORIZON ROLLER WINDOW, IMPACT P.O. BOX 9820 L. .E. FK �1J26/O3 J.J. 323!06 NOKOh08, F134274 Yuibly Better IVT$ 6 0' 11 .4127 - � - - PE �3B712 C B9m x .513 —►�� •062 —►{ 1.187 1-+� --• � ,[-'� +� .738 3.'62 I Ili 1�A43 —j 1. 3 • � ]l 3 3 O SASH STOP COVER #4053,6063-TS O FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER 2.7e4-- y #4102A,6063 -TB #4136,6083-78 J 114137,8083 -T6 1.363 .082 0e1 1.1a 7 13 FLAN JAMB -- 4--.062 � #4902A, 606&76 480 437 • • ••a• •••••• I I • • • • 4 F 1.451 —� th 403 ril • • • • • • • • O SASH STOP O 2 6 HORIZ. ROLLER TRACK 17 FIXED MEETING RAIL ... • • • • #4025,6063-T5 #4131.6063 -TB #4054B, 6083RD:M • • • • • • •••• •••• • • •••• •••• ••••• • • •••••• • "349-4 279 •••••• • • �� 2 .050 t • •••••• •••••• 83 1 � 1 • ------sss ` • • • • • • • •,s78 • • • • • • 1 � • { • • • L l. � 1.081 '�'�i 1.096 I _ _ � � • • • SASH TOP & BOTTOM RAIL SASH MTG. RAIL SASH SIDE RAIL O GLAZING BEAD, 5/16" 21 #4133,6063-TS 32 #4006D.6063H3 T6 37 #4126,6083-T5 53 #40308, 6063--5 PRODUCTREVISED ffi�am'- rmtl smwcnE; cede _ (( 050 t� � � Product 878 683 1.086 -1 T 1.115 - T - 1.097 • GLAZING BEAD, 5/16" 55 GLAZING BEADS /16" GLAZING BEA , 7116" 5S GLAZING 5 13116" #40446,6063 -T5 �:/ (USED W! GRILL KIT) (USED W/ GRILL KIT) rtwmar aaK rteww� F.K 4!15707 C NO CHANGE THIS SHEET o P EXTRUSION FK 10M7/05 s NO CHAN6E THIS SHEET ' oTECHSECl TECHNOLOGY E om -- . WINDOW, IMPA ftK 5/13/ A NO CHANOE THIS SHEET P.O S. FL S ALUM HORIZONTAL ROLLER �, CT RoL+a L. Gunk, P.E. sy 02 M NOKOUIB. FL 34214 Visibly Bever sew s� OA° °" 4 ' - ""' PE #W12 FK 2/28/QB 1.1. aw HR710 HHIf 7 a 11 4127 C shmbx t ANCHOR QUANTITIES,= (1/4- 112114) WINDOWS TABLE 4 NOTES: GLASS TYPES A B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYRE 2,3, WOOD Z CONC 1, CONC 2,3, WOOD Z CONC 1, CONC 1- 114" ELCO TAPCONS 2 -1/4 ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5) &SUBSTRATE ES NES S S m m m rn m 2. GLASS TYPES: WINDOW 812E HEAD & SILL f HEAD & SILL HEAD & SILL m HEAD & SILL HEAD & SILL 2 HEAD & SILL mm A. 5/18" LAMI - (118° A,.090, V8' A) W v ' `d ¢ > B. 5/16' LAMI - (I V 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 +(2+1 +C2 +1 2 1 +(2+1+02 +1 2 D .5/18 ° LAM[- (1/8 1 A) D. 7116" LAMI - (3116° A,.0900, , 3118` A) 48.000 1 +C2+1 +C2 +1 3 1+C2 +1+(2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +( +1 3 E.7/18 LAM - (3/16 HS) 50.625 1+C2 +1+02 +1 3 1 +C2+1 +C2 +1 3 1 +(2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 F. G. 1 13/1311 8 LAMI IG -1/8 OR LAM[ - (311 I H 3(16' HS) OR3/ 3118" A, 5116° OR 3V SPACE, 5J18" LAMI - (118" A,.090,1/8' 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 +02+1 3 1+C2+1+C2+1 3 H. 13116" LAMI IG- 10 OR 3/16" A, 5118 OR 318° SPACE, 5/16° LAMI - (1/8' A,.090,1W HS) 80.000 1 +C2 +1 +02+1 3 1 +C2 +1+(2+1 3 1 +C2 +1 +02+1 3 1+02+1 +02+1 3 1 +(2 +1 +(2+1 3 1 +C2 +1 +02+1 3 1. 13M8" LAMI IG -1/8" OR 3118' A. 51.18' OR 318" SPACE, 5118" LAMI - (1/8° HS,.090,1/8" HS) J. 13/16" LAMI IG -118" OR 318" A, 3116' OR 114" SPACE, 7118° LAMI - (3116 311(" 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 +C 3+1 +C3+1 3 K. 13116" LAMI IG -1I8" OR 3/18' A. 3116' OR 114" SPACE, 7/16° LAMI - (3116° A,.090, 3116" 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. 13118" LAMI IG -118' OR 3118' A, 3118" OR 114' SPACE, 7/16' LAM- (3116° HS,.(90, 3M6" HS) 48.000 1 +C2+1 +C2+1 3 1 +C2+1 +(2+1 3 1 +(2+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 50.826 1 +C2 +1 +C2+1 3 1+02+1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2+1 +(2+1 3 1 +(2+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 +(2+1 3 1 +(2+1 +(2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +(2+1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CEPWBRk1/1E. 80.000 1 +(2+1 +C2 +1 3 1 +02+1 +02+1 3 25 3/4' MAX. FROM CORNERS. 1+(� +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +(+1 3 1 +03+2+03+1 3 ••♦• • • •••••• JAMBS: 9" MAX. FROM CORNERS ANQ 221eM1�4X. O.C. • 63.000 1 +C2+1 +02+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +(2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C3 +2 +C3+1 3 TABLE KEY_ ♦• • ♦••• • 74.000x3 &375 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+(2+2 +C2 +1 2 1 +C2+2 +C2 +1 2 1 1+C2 +2+(2+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 +(2+2+02+1 3 1 +C2+2+C2+1 3 1 +C2+2+C2 +1 3 1+C2+2 +C2 +1 3 1 +C3+4+p +1 3 ANCHOR QUAI0T# 0 0 0 JAMB •♦ • • 50.626 1+C2+2+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C 2+2 +t*t1 3 1 +C2+2 +C2+1 3 1 +C2+2+C2+1 3 HEAD AND 81 ANCHOR S •••••• 54.000 1 +C2 ±2+C2 +1 3 1 +C2+1+C2 +1 3 1 +(2+2 +C2+1 3 1 +C1 +2+C2+1 3 1 +C2+2 +C 2+1 3 1 +C3+2 +C3+1 3 A CLUSTER OF (3) ANCW S CE41TERED •• ♦••• • AT EACH MEETING RAIL 141.081(4) *000 • • • • • 60.E 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 +03+2+03+1 3 ANCHOR AT EACH OPF • • PLUS • • ••••• 83.000 1+0.2 +2+02 +1 3 1 +C2 +1+C2F1 3 1 +(3+2+C3+1 3 1 +C3 +2 +p+1 3 1+02+2 +02+1 3 1 +C +2+p+1 3 (4 ) ANCHORS AT I N. 000090 (12) ANCHORS TOTAL AirIEAD*ND SILL • • • • • • • 84.000x 38.375 1 +C2+2+C2 +1 2 1 +C2+2 +02+1 2 1 +02 +2 +C2+1 2 1 +C2 +2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3+C2+1 2 • 48.000 1+C2+2+02+1 3 1+(2+2+C2+1 3 1+C2 +2 +(2+1 3 1 +C2 +2 +C2 +1 3 1+(2+2+(2+1 3 1 +C3+3+C3+1 3 (3 MIN. O.C. ANCHOR1�GRI�(,� • • • 00.826 1 +(2+2 +(2+1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2+1 3 1 +C2 +2+(2+1 3 1 +C2+2+C2 +1 3 1 +C3+3+C 3+1 3 • • • • • • • • • • • • 64.000 1 +C2 +2+(2+1 3 1+C2+2+C2 +1 3 1 +C2 +2+C2 +1 3 1 +(2+2+(x+1 3, 1+C2 +2+C2+1 3 1 +04+3+C4+1 3 25 314 " max • • *000 • • ►1�+ - 3" MIN. • • .• 60.000 1+02+2+02+1 3 1 +02+2+02+1 3 i +C3+2+(S+1 31 1 +03+2 +03+1 3 1 +C2 +2+02 +1 3 1 +04+3+04+1 3 • • •• • • • • • • 83.000 1 +02+2+(2+1 3 1 +02+2 +02+1 3 1 +CS+2 +p+1 3 1 +03+2+03+1 3 1 +CL +2+(2+1 3 1+04+3+04+1 3 9' REF. � X O X •• • 10&376x 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 48.000 1 +C2 +3+(2+1 3 1 +C2+2+C2 +1 3 1 +C3+3+03+1 3 1 +C3+3+C3+1 3 1 +C2+3+(2+1 3 1+C3+4 +(3+1 3 P"olx!C MTG. RAIL, TYP, ns ccra; ; a 13'.hh w h ft 8m Florida 50.625 1+(2+3+02+1 3 1+(2+2 +C2+1 3 1 +(2+3+(3+1 3 1 +C3 +3+C3+1 3 1 +C3+3+C3+1 3 1+C3 +4 +p+1 3 _ E_XAMPLE CLUSTER W/ QTY. OF (3) ANCHORS .;tnz ria o oq 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 +(3+3+03+1 3 1 +04+4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1 +C3+3+C3+1 3 1+C2+2+C2+1 3 1 +C4+3+04 +1 3 1 +C4 +3+C4 +1 4 1 +C3+3+C3 +1 3 1 +C4 +4+04 +1 3 63.000 1 +63+3+(3+1 3 1 +C2 +2 +C2 +1 3 1 +CA +3+04+1 3 1 +C4+3+C4+1 411+04+3+C4+1 3 1 +05+4 +05+1 3 25 3l4" MAX. 111.0002 38.375 1+C2+3+C2+1 2 1 +C2 +2+C2+1 2 1 +C2 +3 +02+1 2 1 +02+3+(2 +1 3 1 +C2 +3+C2 +1 2 1 +C2+4+Cx +1 2 2"TYP. �F 1 1/ + - 3" MIN. 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1 +C2+3+C3+1 3 1+C3+3+C3+1 3 1+(2+3+(2+1 3 1 +C3+4+C3+1 3 9' REF. 50.626 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 +E3 4+C3+1 3 y- X O X 54.E 1 +C3+3+C3+1 3 1 +C2+2 +C2+1 3 1 +(3+3+(3+1 3 1 +C3+3+C3+1 3 1+C3+3+C3+1 3 1 +04+4 +C4 +1 3 i 60.000 1 +C3+3+C3+1 3 1 +(2+2 +C2 +1 3 1 +C4+3+04+1 3 4 1 +C3+3+C3+1 3 1 +04+4 +04+1 3 MTG. RAIL,TYP. 83.000 1 +C3+3+C3+1 3 1 +C2+2+C2 +1 3 1 +04+3+C4+1 3 1 +CA +3+C4 +1 4 1 +CA +3+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS FA 411W7 � C UPDATETABLE 4, 3E[EcT vALuE3 DUETO AHCHOR GW. ApJ. 107oTECHNaoarORNE ANCHORAGE SPACING XOX 1/4- 9/2 -9/4 FK 10/17/ae 8 REVISEANCHORAOEFGRMAT, Haw &Sn CLUSTERS NOKCMIS,PL34278 T� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K 5M9lOB A ADD SPACE DIMENSIONS GLASSTYPES Q MW P.O. eqX 1628 Robert L 3 9 71 , P.E. .8. FL 34V4 Vtslbdy Better �" �"" �" PE S3B712 F14 �p,/2g/pg J.J. 3l2310B NR7l0 ALTS 8 > t t 4127 -40 shudi t ANCHOR QUANTITIES XOX 18-113 -113 1AiINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J K L ANCHOR TYPE 23, WOOD 2, CONC 1, CONC 2,3, WOOD Z :ANC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 412 STEEL SCREWS (Gi) 2. GLASS TYPES: WINDOW SIZE HEAD & SILL 4 HEAD & SILL a HEAD & SILL � HEAD & SILL g HEAD & SILL 2 HEAD & SILL � A 6116' LAMI - (118' &.090,1J8° A) W v H B. 6/16° LAMI - (1/8'A,.090, Iff 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. 5/16° LAMI - (10 HS,.090, IV 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 E .7116"LAMI- (3/16'A,.090,3M6" A) E. 7116' LAMI - (3/16'&.090,3116- HS) 50 825 1+02 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +C2+1+t2+1 3 1 +02+1 +C2 +1 3 1 +02+1 +C2+1 3 1 +C2 +1 +CL +1 3 F. 7116' LAMI - (3118° HS,.O�, 3118° HS) - 54. 1+02 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13116" LAM! IG -1(8° OR 3116'P, 5/16° OR 3B° SPACE, 5118° LAMI - (1/B' 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+02+1 +C2 +1 3 1 +(2+1 +C2+1 3 1 +C2+1 +C2 +1 3 H. 13118° LAMI IG -118' OR 3116" A, 5MS" OR 318" SPACE, 5118" LAMI - (1%° A,.0 W, I1W HS) 83.000 I +C2 +1 +C1 +1 3 1+02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02+1 +fx +1 3 1 +03+1 +03+1 3 1. 13118' LAMI IG- 118° OR 3116" A, SM 6' OR 318" SPACE, 5118' LAMI- (118' HS,.090,118° HS) J. 13/16° LAMI IG -118' OR 3116' A, 3116° OR 1/4° SPACE, 7116" LAM! - (311(r A,.090, 3118° A) 5&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 K. ISMS" LAMI IG -118' OR 311 8° A, 3118° OR 114" SPACE, 7/16" LAMI - (3118" A,.090, 311(r HS) 48.000 I +C 2+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. 13118° LAMI IG -118' OR 3116' A, 3116° OR 114' SPACE, 7116° LAMI - (3116" HS,.09D, 3116' HS) 6D.625 1+C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1+62+1 +C2+1 3 1 +C2 +1 +C2 +1 3 I +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 I +C2+1 +C2+1 3 1 +C2+1+C2+1 3 I +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 I +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 83.000 1 +C2+1 +C2+1 3 1 +C2+1+C2+1 3 1+02+1 +C 2+1 3 1 +C 2+1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CQE % aW 60.00Dx 38.375 1 +C2 +1 +C2+1 2 1 +C 2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C 2+1 +C 2+1 2 1 +C2 +1+C2+1 2 1 +C2+1 +C2+1 2 JAMBS: 9' MA 25 MA FROM CORNERS* • 0000 • • • • : • MAX X. FROM CORNERS AND 2211@" MWC. O.C. 4&000 1 +C2 +1 +C2+1 11+(2+1+ 1+C2+1+C2+1 3 1+C2 +1 +C2+1 3 1+C +1 +C 2 +1 3 1+C2 +1 +CZ+1 3 1+C2+1 +C 2+1 �. 3 TABLE . • • • • • • • • 5D.S25 1+02 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 I +C 2+1 +CL +1 3 1 +C2+1 +C 2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 X O X • •• • 54.000 I+C 2 +1 +C2 +1 1 +C2+1+C 2 +1 3 1 +C2+1 +C Z+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 QUA= :"JAMB � • • 60.000 1 +C2 +1K2+1 02+1 3 1+C2+1 +C2+1 3 1+G2+1+C2+1 3 1 +C2 +1+C2+1 3 1+C3+1 +03+1 3 HEAD AND SILL ANCHORNLSA N'ITIES 63,000 1 +C2 +1 +C2 +1 1+C+1+C2+1 3 1 +C2+1 +C2 +1 3 1 +03+1 +(3+1 3 1 +C2 +1 +02+1 3 1 +( +1 +03+1 3 •••••• • • A CLUSTER OF (3) ANC QR$L RED 88.000 x36.375 1+02 +1 +C2 +1 2 1+02 +1 +(2+1 2 1+02+1+C2+1 2 1 +C2 +1 +(2+1 2 1 +(2 +1 +02+1 2 1 +(2 +1 +C2 +1 2 ON EACH MEETING RAIL 00�3LL�Tjj §§ 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 +C 2+ I +C2 +1 3 1 +C2 +1 +C 2+1 3 ANCHOR AT EACH OPEVJ41"VBNT' • • ••••• 50.625 1 +C 2+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 F Et1 eTION. •••••• 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 +(3+1 3 (9) ANCHORS TOTAL Al D SILL. • • • • •: • •••••• • • 80.000 1 +C2 +1 +C 2+1 3 1 +C2+1 +C2 +1 3 1 +C 2 +1 +C2 +1 3 i +C3+1+C3 +1 3 1 +C2 +1 +C 2 +1 3 1 +C3+1 +C 3+1 3 (3" MIN. O.C. ANCHOR SPACIWG) • • *000 63,000 1+02 +1 +C2+1 3 1+(2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1+C3 +1 3 I+C2+1 +C 2 +1 3 1 +C3+1 +C3+1 3 • • • • • • • 74.000x+38.375 k1+-C2+1+C2+1 1 +C2+1 2 1 +C2+1+C2 +1 2 1 +C 2 +1 +C2 +1 2 1+ C2+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 25 y4• MAX, • • • • • • s • 4&000 1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C 2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 I +C3 +1 +C 3+1 3 -.--3° IMIN. • • • • • • • • • • • 60.825 1 +C2+1 3 1 +C2+1 +C2+1 3 I +C2+1 +C2+1 3 1+C7 +1 +02 +1 3 1 +C2+1 +C2 +1 3 I +C3+1 +C3+1 3 • • • 54.000 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 r REF. O SO.= 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 63.000 1+C2+1 3 q 1 +(2+1 +(2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 ++1 3 1 +C2 +1 +C2+1 3 1 +CS+1 +C3+1 3 p "n�U �� MTG. RAIL. TYP. a; cm:ni, cCt wiU: ti:e Flotide 84.000 38.375 1 +C2+1 2 1 +C2+1 +C2+1 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2+1 3 1 +C2f1 +C2+1 2 1 +C2 +1+C2 +1 2 8u id %::dcuk 48.000 1 +C2+1 +C2 +1 3 1 +C2 +1 +C 2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1+C;2 +1 3 1 +C 2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 EXAMPLE CLUSTER W! QTY. OF (31 ANCHORS 50.625 1 +C2+1 +C2 +1 3 I +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 I +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1+C3+1 3 i +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1+C3+1 +C3+1 3 DadoPraiuct 60.000 1 +C2+1 +C2+1 3 1 +02 +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 +03+1 3 25 314' MAX. S&OW 1 +03+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 +04 +1 +C4+1 4 - 11 /rTYP' .}I I MIN. 86.437x 38.375 1 +C2 +1 +02 +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 48.000 1+(2 +1 +02 +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 +CS+1 +C3+1 3 WRIER X_ 0_ X_ 50.625 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 I +C2 +1 +C2 +1 3 1 1 +C1 +1 +C2 +1 3 1 +C3+1 +C3+1 3 64.000 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1+C3+1 +03+1 3 1+C3+1 +C3+ 3 1+C2 +1 +C+1 3 1+C3+1 +C4+1 3 00 .(100 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +03+1 +C�+1 S 1 +03+1 +q+i 4 1+03+1 +033 +1 3 1 +CA +1 +CA +1 4 � �' 63.00 1 +C3+i +C3+1 3 1 +C2+1 +C2 +1 3 1 +CS +1 +C3+1 3 1 +C3 +1 +C3+1 4 1 +C:9+1 +C3 +1 3 1+C4+1+C4 +1 4 E MPLE CLUSTER Wt QTY. OF (4) ANCHORS +per F.K 4115417 C I UPDAM TAKE 5 , SELECT VALUES DUETO ANCHOR CAP .AW. � ✓� ANCHORAGE SPACING, XOX 113- 113 -113 /?7 � FJC 10117/08 8 REWSEANCHORAGEFORIWAT, HEAD &SILL CLUSTERS 10 NOKONS, FL 34275 Tom' F.K 5113/06 A te. ADD SPACE DIMENSIONS MASS TYPES G THRU L P.C. BOx 1528 ALUM. HORIZONTi4t. ROLLER WINDOW, IMPACT Robert L Clmk, P.E. r Des NOKOMIS, FL 34274 Visibly Better arrme�r earn �" PE#38712 AK 2/mw J.J. 323/08 HR710 NTS 8 � 11 4127 -10 C Stmoftow ANCHOR QUANTITIES, XO & OX WINDOWS TABLES (VOTES: 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 2,3, WOOD 2, CONC 1 1, CONC 1 -114' ELCO TAPCONS 2 - 114" ELOO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES I ZONES 2. GLASS TYPES: m - m g m � m m m A. 5116° LAMI - (10 A,.090,118' A) WINDOW SUE w co d y 2 y B. 6118" LAMI - (11W &.090, 1B' HS) W v H = ° -� = e _ ° _ °a Q i = "� -a = a C. 5MS' LAMI - (lAr HS,.090,11W HS) 37.000x 36.375 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+02+1 2 D.7116° LAMI - (3118"A,.090,3M6'A) E. 7116' LAMI - (3118' A,.OW, 311(° HS) 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +(2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2tl 3 F. 7116° LAMI - (3118° HS,.090, 311(' HS) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 G. 13118° LAMI IG -118" OR 3/16"A. 5118' OR 318' SPACE, 5116° LAMI - (1l8° A,.0W,1/8' A) H. 1311W LAM[ IG -118° OR 3118" A, 5118° OR 3W SPACE, 6116° LAW - (118° A,.090,118° 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 I. 1311W LAMI IG - 118° OR 3116" A, 5118" OR 318" SPACE, 5118° LAMI -(I18' HS,.090.118' 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. 13116" LAMI IG -1B' OR 3116'& 3116" OR 114" SPACE, 7118° LAMI - (3M W A,.090, 311(° A) K 13116" LAMI IG -118" OR 3/16'& 3118° OR 114° SPACE, 7118" LAMI - (3116" &.090, 311(r 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- 13116° LAMI IG- 11W OR 3118• A, 311(r OR 114° SPACE, 7116° LAMI - (3116° HS,.090, 311(r HS) 48.000x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 l+C2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +(2 +1 3 1+C2+1 3 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 +C2 +1 3 1 +C2 +1 3 1+C3 +1 3 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 i +C2 +1 3 1 +C3 +1 3 HEAD &SILL 1012° MAX: ON EACH SIDE S. R MEETING RAIL CENTE • 18314° 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 22 62' MAX O.C. • • • • • • • • • • • • e s 53.000 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- 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+03+2 3 -°-- ANCHOR QUANM%IZ3M6 •• • •••••• 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +0+1 3 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 HEAD AND SILL ANCHO ! TRIES ••••• s 54.000 1 +q +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) A • •••••• • • CENTERED ON THE ME"bORAIL • • • • 00 • • • 50.000 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 • VENT AND FUND SEC1T • • • • • • • 63.000 1 +C3+1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 ANCHORS TOTAL ATMSAO#W5 SILL. i • • • • • • • • • • • 60.000 x 38.375 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 • ' MIN. O.C. ANCH • • 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 0 ��1 • 50.525 1 +C3 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 3 1 +C2 +1 3 2+C3 +2 3 • • • • • • • • • • • • 18 3 -- MAX • • 64.000 1 +C3+1 4 1 +C2 +1 3 2+C3+2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 3 � ` 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 . . • •• ••••• w 8 °REF. •••••• 63.000 x O 1 +C3+1 4 1 +C3 +1 3 2+C4 +2 4 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 � - - 66.000 x 38.375 2+C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 ±C2 +2 3 PRODUCT si wsw 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 MTG. RAIL ae cony: ., ^, Hd nflw FIGIMa 50.625 2 +C3+2 4 1 +(2 +1 3 2 +C3 +2 3 2 +C3+2 4 1 +C2 +1 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS «� -� S•a9 rvcpeatioaDoM tt 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) 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3 +1 3 2 +04 +2 4 aao Frcaacc 63.000 1 +C3+1 4 1 +C3 +1 3 2+C4t2 4 2 +C3 +2 4 1 +C3 +1 3 2+C4 +2 4 8 314" MAX. 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 12° TYP. 1+-3° MIN. 48.000 2 +C3 +2 4 2 +C2 +2 3 2+03+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 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 80.000 2 +q +2 4 1 +C3+1 3 2 +C4 +2 4 2 +C3+2 5 2 +C3 +2 3 2 +C4 +2 4 MTG. RAIL e l" 53.000 2 +q +z 4 1 +C3+1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3+2 4 2 +C4 +2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS aw�sr• nrets .2+ / FJC 15/07 aiGr ABLE6ro6 ,ssELECruaLUESDUETOANCHORCAP. ,575 TECHNOLOGY DIM ANCHORAGESPAC /NG, OXANDXOWINDOWS �� F.K 10/17/06 H REVISE ANCHORAGE FORMAT HEW &su CLUSTERS NO CUS, FL 34275 rur %• FK �13RI6 A AOD SPACE DMRMIOHS TO GU43S TYPES G THRU L P.C. BOX im ALUM. HORIZONTAL ROLLER WINDOW, IMPACT EftW L. cam, P.E. ey; p NOKCNS, FL 34274 visibly Bems a HR amic aiwr aawarm awe PE 635712 F 228/00 J.J. 323108 7to NTS 10 m 11 4127 -10 Q suuchww © A 1 314' MIN.. E.D. TYP. WAD BUCK NOTES: MIN. 3.4 KSI r I 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO CONCRETE ! NOTES — 13V © TAPCONS EMBEDED 1 318 MIN. OR 114" SS4 CRETE -FLEX EMBEDED 1 314" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13(4 FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTEIA lx WOOD v = 2. FOR WOOD APPLICATIONS IN MIAMI -OADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114' S84 CRETE -FLEX WITH BUCK }) — ` © #12 TRIMFIT HEAD. NOTES - 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4' 1/4 THAN 1112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD BUCKS DEPICTED AS 2x ARE 11/2 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6053 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DE TAIL 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 RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX . 1147 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM I 30 114° MAX. SHIM 1 14° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING OW11,4EURRENT . !! II I (1.5KSICMU) • • •••••• N••• OR • • • • PER NOTE 1 © • • • • • • • • (3.4 KSI CONCRETE) •••••• •••• a ••••a• WOOD CONCRETE • • • a • • • s • ANCHOR ANCHOR „ < °� _ • • • • • • NOTE 2 NOTE 1 a 13W l EXTERIOR INTERIOR = -- • • • • • • • C • • • • • • • MIN. ED $SILL DETAILS A, B, C, D, &H} •••• •••• ••••• TYP. s • 2x WOOD BUCK NOTE 3 1x WOOD BUCK NOTE 3 SEE NAILING • • • • • • • • I NTERIOR _ .... ...... DETA E DETAIL F _ - *00:0: • • — _ (JAMB DETAILS E, F $ I} • • TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR • • • • • • • • • • •• • • CONCRETE WOOD R DETAIL H (HEAD •• • • • • • NOTE 1 NOTE 2 s • • NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5 O.C. 114° 114° TYPICAL DETAILS G. H & 1. MAX. MAX- Ac �c,vca .OA SHIM SHIM 1 rv. cnDaD !! .�i T � t } $Y • � II I • i --77- — - NAILING Pcodca • • '• �_ _. 13/8'MIN.Q If 13/4' MIN.© _ - -' ED.TYP. 2x WOOD _� CO SEE NAILING MIN. 3.4 K31 ° g j. _ 'L .i' c 1 W - — CONCRETE B • DETAIL C B DETAIL D © — -- NOTES -°— �— DETAIL G (SILL) DETAIL I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS ® TYPICAL INTEGRAL FIN FRAME SECTIONS Ra.d F.IC 4/96/07 C NN FRAME CHD. NOTE6T0 EDITION •� ANGHORAGE pETAILS T FA 10h7/� Rem REVISE EDOEDlST. , EMSEDMEN'f & Sifl: REFERENCES 107 NOKOMI S , I �ZIR8IYE r� fl F.K 51137W A - ADDNOTE5. P.O. WX Ian ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. aatk RE omm ora offia: NOKOMIS, FL 34274 Visibly Better ro,nax am° u e u""xo. ter. PE #39712 F.K ?1261 JJ 3am NR >t0 Haff 11 a 11 4127 -10 C struuckxel MIAMDl�►DE • • MAW- DADE COUNTY, FLORIDA .... •.. • i i• i i i ° • ° i i i 0 �p -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) ° ° 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • • • • • • • :00 • • (305) 375 -2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE ° : ° w".buildmecodeonline.com PGT Industries • • • • • • • 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable riles and regulations governing the nse 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 (AHD). 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 AHD 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 Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. 7045.8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12117/02 with revision IUD" dated 06123/05, prepared by PGT Industries, signed and sealed by Lucas 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. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stage and fallowing 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 NO A 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. 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 inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The miffed documentation was reviewed by Herminio F. Gonzalez, P.E, Director, BCCO }} 0 NOA No 05- 1129.11 p'�1 Expiration Date: May 22, 2008 - Approval Date: Febraery 23, 2006 Page 1 • • • ••• • • • ••• PGT Industries • • •• f. • • • • • • • N0710FAW Af OLMANt�: 83 ENCE SUBMITTED A. DRAWINGS 00 0 1. Manufactur k;jn s pnK s ns. 2. Drawing No 7DOA 4 i&d "Al&minu& Casement Window, Impact' sheets 1 through to 6 13 of 13, dated 1$/7/02 wtth revision 61 D" dated 06/23/05, prepared by PGT, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05110105, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 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 dated 05110(05, signed and sealed by Edmundo Largespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated. 2128103, 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 Aix 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 3587 dated 10/8/02, signed and seated by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 E -2 • • • • • • • PGT Industries ... .... .... NQ1,('sEet,& AC(sEPfiANCQ &U ENCE SUBMITTED 5. Test reports on 11 Air Infiltration Tes yer FBC, TAS 202 -94 . 2)�T�r�n $t�.ti „ Airr'ressure Test, Loading per FBC,TAS 202 -94 • :1)7 -%a* k9istahce Test, per FBC, TAS 202 -94 4) Large Missile Gpact 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. FTL 3582 dated 10/3 /02, signed and sealed by Joseph Chan, P.E. "Submitted under. NOA# 03- 0611.02" 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3 /02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated. 01/05/06, expiring on 12/11/10. F. STATEMENTS I. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. Herminio F. Gonzalez, P.E. " r, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 E -2 PGT Industries . .... ... . ... . NO CADENCE SUBMWED G. OTHER .. , . ... ♦. 1. Notice of Adi pt6e:Ip. '0310*0 *11.01, issued to PGT Industries, Series "640" Aluminum Cakmek WIA OW, av,v�ro*d on 10/09/03 and expiring on 5/22/08. 2. Utter from the consultant, dated 01725/06, stating that the product is in compliance with the Florida Building Code (FBC). Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date. February 23, 2006 E -2 N OTES: LARG MISSILE WINDOWS CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS 1. GLAZING OPTIONS: SHEET A. 5146" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8' X } NOTES ............ ............................... 1 ANNEALED GLASS AND 1) LITE OF 1/8' HEAT STRENGTHENED 0 x x o x X O x GLAZING DETAILS ........................ 2 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. - - UNEQUAL LITES B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8' ELEVATIONS .......:.............. 3-4 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF x Q x o DESIGN PRESSURE TABLES....... 5 -9 SOLUTIA OR DUPONT PVB. SECTIONS ....... ............................... 10 UNEQUAL LITES CORNER CONSTRUCTION........... 11 C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16' EXTRUSION PROFILES ................ 11 -12 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED a O X EE PARTS LIST ..... ............................... 12 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" UNEQUAL LITES ANCHORAGE .. ............................... 1,3,4,13 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13116' I.G. GLASS COMPRISED OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 5116' LAMINATED COMPONENT WITH A 318" AIR SPACE!. * 416' LAMINATED GLASS COMPRISED OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYEJ ` "" " "`• ` ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE• �7 /t6" LAMjf�4T D GLASS • COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUMA4Rr1PLIF `WYB INfERLA�. % A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPJCF,;,$/.16' LAMINAVD GLASS, • COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. • • • • • • 2. CONFIGURATIONS: X , XX , X0 , OX , XOX AND 0 • S • * Sao 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: • • • • • • ' i �' • 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. ® • • • • • • 14 • • • • • • C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 00000# •' D. FOR "X" CONFIGURATIONS SEE SHEET 5. ` ` ^III ` E. FOR"= CONFIGURATIONS SEE SHEET 6. • F. FOR W-a "XOX" & "O' CONFIGURATIONS SEE SHEET 7. • • • c • • • . G. FOR j "XOX' & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. • �•�. a • • H. FOR UNEQUAL LITE'XOX, "XO" &'OX" CONFIGURATIONS SEE SHEET 9. 00, • ®4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14112' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3' APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 114" TAPCONS OR 1/4"884 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. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL 3729, FTL4607 AND FTL -4608. j 1 /2f /v FK 32M B ADO MW I..Q. & M0W GL MG DETAftSTO SH�72 tol AtOKOA OtoaroRrvE 1�107ESAND TABI E OF CON TENTS FfG 7/10703 c NOCNANGETHlS SHEET NOKOF9S,R342 76 � o� ALUMINUM CASEMENT WINDOW, IMPACT F.K. B22m D ADD 70'HT., GLASS NPESFAND O. REVISEANCHORAM P.O. SOX its Lucas A Tww. P.E. rnnn a� NOKOMIS. a 34274 Vhibb, -; Ts s � PE #Ml F.K J2lt7/02 'CA -740 NTu J ^� 13 7045 -8 D 6{echaa�cal ® 1/8" ANNEALED OR .090 PVB INTERLAYER 13/16" HEAT STRENGTHENED 118" HEAT STRENGTHENED GLASS 43 3/8" AIR SPACE 86 5/16" LAMINATED COMPONENT g=GLAZING� 1/8" HEAT STRENGTHENED GLASS 46 ,pgp PVB INTERLAYER 30 31 1/8° HEAT STRENGTHENED GLASS 118" HEAT STRENGTHENED GLASS 40 .65" NOM. 43 46 GLASS SITE 85 .65" NOM. 44 GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT ' • ' • ' • • • • INATED • • . • • • . • • DETAIL 5 • • • • • • • • : • • • •: 13116° I.G. W15/16" LAW .••• ••s•• 32 33 .090 PVB INTERLAYER GLAZING DETAIL• • • • : • • • • • : • • • 87 88 .• W 3/16" ANNEALED OR HEAT STRENGTHENED 3116" HEAT 3/16" ANNEALED OR HEAT STRENGTHENED 7116" LAMINATED CONalCS GLASS I'" STRENGTHENED GLASS GLASS AIR SPACE • 118" ANNEALED GLASS 3/16" HEAT STRENGTHENED GLASS V • • Ole 0 41 .65" NOM. 43 48 GLASS BITE 85 65" NOM. 44 GLASS BITE 44 46 5 7116" LAMINATED GLAZING DETAIL 5 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL t �l21/a< " Fx 3am a rtavanwouaNOVErnussaDnrsne*ta GLAZING DETAILS HMO— lo7o TECM40LOOYDRIVE AK 77x0/03 C NO CHANGE THIS SHEET NOKOM14 ft. 34276 Tbs — ALUMINUM C ASEMENT WINDOW, IMPACT _ FK &/2M D ADD f$1frtAMl I.O. W171167- M! & CORNECT8fW U Mf DETAR P.O. Box law _ U004 A. Tumor, P.H. F k 03JZ5/03 .amp NOKOMIB, FL 34274 Visi6Fy Better X740 NTS s 2 13 704.x$ D Mechmitr l DENOTES HINGE 74' MAX. WIDTH ANCHOR LOCATION AT HEAD & 30° MAX. LOCATION SILL OF ')V PANELS, DAYLIGHT ANCHOR TYPICAL. SEE HINGE OPENING 1 11T LOCATION TYP' DETAIL SHT. 4 TYP. CENTERLINE SEE MID -SPAN ANCHOR DETAIL / \ 1 1/2° TYP. {2) / y 69° MAX. 7" 7' / DAYLIGHT 3" 4" MAX. OPENING A 4" MAX 13" MAX. O.C. — — 76" MAX. MID-SPAN ANCHOR DETAIL } \ SEE MEETING HEIGHT 0000 MEETING RAIL DETAIL RAI • moo • (SEE SHT. 1 NOTE 4} \ � ETAIL 0 • • (SEE SHT. 1 NOTE 4) • 0 • ♦ • • •• • • • 4" MAX. •• a 0000 0000• • : 000* SEE MID -SPAN 4'MAX.� 141/2" MAX. �v 0000 • ANCHOR DETAIL 0000 0000 0000• TYP. {2) ELEVATION °T3" - °XX" 0 • 00000 ANCHOR 134° MAX. WIDTH (SEE SHEET' 7 FOR P 0 0 • �S) • LOCATIONS 3d" MAX. 53" MAX. 30" MAX • • • • • • � %db 0 . 0 (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE: 'X" PANEL MAY SWING • I • NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION • • • �.� • • • • • �4ks • s • • SEE MID -SPAN / \ ANCHOR DETAIL / \ TYP. (2) 69° MAX. DAYLIGHT OPENING 13" MAX. O.C. X X A \ / 76' MAX. 0 / HEIGHT 4" MAX 4� ° MAX— 13" MAX. O.C. �-- ►� -14 VT MAX. O.C. VENT HEAD & SILL ONLY 3T MAX 60" MAX FIXED VENT TYP. SEE MEETING RAIL DETAIL TYP. (4) ELEVATION °A" - - "XO)(' (SEE SHEETS 7 -9 FOR PRESSURES) ftX sros a ctuxoesNr�Txo. rENCES" & 'XOX" ELEVATIONS 10707ECFSYOLOOYDRIVE •' FX 7/17303 c AW LOCATM VETAIS ° FL ALUM/NUM CASEMENT WINDOW, IMPACT FX B12470b O CMNCEMAX HT. TO MMV MAX DLO TOW P.O. 1b2B Lm "/L T=W, P.E. V— m": ama NOXOMI3. FL 3974 y s mms o..WW w" PE1fSM F1c t?JnA72 u+aan NTS 3 13 70458 D i DENOTES HINGE 37° MAX. WIDTH 60" MAX. WIDTH LOCATION AT HEAD & 30" MAX 53" MAX. SILL OF "X" PANELS, DAYLIGHT HEIGHT MAX DAYLIGHT OPENING TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN MID -SPAN ANCHOR / ANCHOR 69" MAX. DETAIL / ® DETAIL DAYLIGHT AMAX SHT.3 / OPENING SHT. 3 TYP. (2) / DAYLIGHT TYP. {4} OPENING ® / 76° MAX. 13" \ 76" MAX. 13" • • . HEIGHT O • • i MAX. \ O.C. i ••• •• • •••«.• 25 O.C. X •• • •• •: •• 4 "MAX. •• • •••••« 4 AX 141/2 �I �� a i•aa•i —►1 4" MAX, --- ►►►III a • • • • • • • • • 4" MAX I+ MAX. O.C. • • • s ELEVATION "D "_°X" ELEVATION °E"_ "O * ••• •••• •• :a•� (SEE SHEET 7 FOR PF�S t14tS) . • a • • • HINGE LOCATED APPROX. (SEE SHEET 5 FOR PRESSURES) • a • • • PFA)SgcrRev"& • • • • • FLUSH AGAINST JAM, °» a• der • TYPICAL HEAD & SILL 97" MAX WIDTH • • • • • • O 30" MAX. NOTE. X" PANEL Y SQVII'$G HINGE •• E L CATION DETAIL 53 MAX. hA� DAYLIGHT IN EITHER DIRECTION • OPENING DAYLIGHT OPENING • a • • i • s SEE / SEE MID -SPAN MID -SPAN ANCHOR DETAIL ANCHOR / SHT. 3 TYP. (2) DETAIL / 69' MAX SHT. 3 TYP. (2) DAYLIGHT OPENING X O 13" \ 76" MAX MAX. \ HEIGHT SEE MEETING RAIL DETAIL SHT. 3 O.C. TYP. (2) 4" MAX - ��--►� 13" O.C. 14112" MAX. O.C. VENT 4° MG MA HEAD & SILL ONLY – 37" MAX MAX VEPt � 60" FIXED X. — ELEVATION "F"- °XO° & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) Raatl Bp Uals Ra118611C FA 925M a CHANGE SHEEM0.ROWZENCPS ;ALU O° °XO "& "OX"ELEVATIONS r0m rOLOGYCWW FX 823108 C ADD H7NGEDEfA4 &NMGEtOCAT10NNOTEB NOK OM19, F! 94278 FX - aw D OwwGEMAX hT. To ao. eox Im CASEMENT IMNDOW, IMPACT 78'Ai1�D MAX DLO TO �' sate u"w°l Lu"�ATUma; P.E. _ MXONS, FL 34274 PE 1 FK 12!47102 FK NTS 4 13 70455 D M°"hani""I COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5116" LAMI (118 "A,.090,1 18 "HS) B. 5/16" LAM[ (1/8 "HS,.090,1 /8 "HS) E. 13116" LAMI (1'/8 "HS,318" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) HEIGHT 7C" 26 31 36 3831.8 43 48 505/8 54 57 60 63 66 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.01-84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 1�2 A - 90.0 70.0 -90.0 70.01-90.0170.0 -90.0170.01-90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 - 69.9 69.9 -67.8 67.8 - 66.2 66.2 - 65.0 65.0 -63.7183.7 fiB -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 - .0 70.0 • -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70:0 - 68.4 68A - 63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53 53.4 -51.3 51.Z .8483 48.3 -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. -90.0 70.0 70.0 - F 70 -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 58.1 - 53.8 53.8 -50A 60.41-4 7 47.7 -45.6 45.9 43� .9 -422 2�2 . -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 - .0 70. -90.0 70.0 7.8 0.0 -64.4 TOO -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 A 42.4 • • • • • • 34 • 0000 • • -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 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 5.0 70.000 '*000 . *0000 4.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 7 -75.0 70.0 L-75.0 70.0 - 75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 5 • • • : • • • -75.0 70.0 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. -75.0 -75.0 70.0 70.0 -73.7 70.0 - 67.9 67.9 -59.0 59.0 -52.8 52.8 49.9 49.9 -46.4 46A - 43.5 43.5 -41.1 41 -38.6 t -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7 .0 -75.0 70. • TABLE 2. W WINDOWS TEST REPORTS: -3580, FTLNWI e • GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090, 6`H[S) • • • • • ALL W SIZES UP TO 3T' WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" IGH -90.0 70.0 TABLE 2A. "X" WINDO S TEST REPORTV71GH 07, FTL -4608 GLAZING OPTIONS: C. 7/16" LAM] (3/16'A,.090,3/16"HS) F.1311$ I (118 "A,AIR SPACE,7116" LAMI -W/ 3116 8"HS) ALL "X" SIZES UP TO 37" WIDE x 55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.t f amnia.: FK s2�nv a ADD COUASS TM = _ TO P , �. QctIREo_X rrrro �ECrwocooraxrve AX prams c NO ( HAWETW SHEET MXO& iB, FL Sam *� FJG ' D tX -VMANC :FORS& ADD7VWJoxrOPTM P.awxrs� � ALUMINUM CASEMENT IMPACT Luces AL Tumor, P.E. aawnar. a oma: NOxOM7$, FL sacra vGstbty e a �" a ' °' ° "" b ""°' •" PE MM F.K tait�ro2 cA44a NTS 5 �+ 73 70458 D nrea,aniow COMPARATIVE ANALYSIS TABLE 3. `XK WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) X X HEIGHT 26 31 36 38 318 43 48 505/8 54 57 60 63 OS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -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 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 • • • 48 A -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 70.0 -75.0 70.0 - - . 70. ' • • • • • • • 531/8 A -75.0 70.01-75.0 70.0 -75.070.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 7 70.0 - 69.5 69.5 $!.5 67.5 • • • • • • 57 A - 75.0 70.0 -75.0 70.01-75.0 70.0 - 75.0 70.0 -75.0 70.0 -74A 70.0 -69.6 69.6 - 65.2 65.2 - 6'3.0 63.0 - 60.8 60.8 .0 58.0 • • • • • • • • • 60 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -68A 68.4 -63.9163.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 �.4 53.4 ' • • •••••s 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 68.9 - 56.1 56.1 - 53.8 53.8 -50.4 50. �4t.9 47.7 • • • • • • 88 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.8 45 2 45.2 �IZ.�I 42.4 • • • • • • • • • • • 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70A 70.0 - 60.4 60.4 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.$ 42.2 .1 39.7 • • •' • • • •• e 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 57.9 67.9 -59.0 59.0 -52.8 52.8 49.9 49.9 48.4 46.4 - 43.5 43.5 -41.1 41.T -3f�.B 38.6 • %A1 0 • fs TABLE 4. 'AX' WINDOWS TEST REPORTS: FTL-�82, FR -3729 • • • • • • GLAZING OPTIONS: B. 5116" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,318" SPACE,5116" LAMI -W/ 1/8"HS,.0901 /8"HS • "70 • •• ALLC" SIZES UP TO 74" WIDE X 63" HIGH X15.0 7 .0 • •' • • • • •s • TABLE 5. "XX" WINDOWS TEST REPORT: FTL -35W GLAZING OPTION: C. 7116" LAMI (3116"A„090,3/18"HS) ALL ")W SIZES UP TO 74" WIDE x 83 "HIGH 1-90.0170.0 TABLE 5A. ")W WINDOWS TEST REPORTS. FTL -3580, FTL -4607, FL-46M GLAZING OPTIONS: C. 7116" LAM] (311 WA,.090,3/16 "HS) F.13/16" LAMI (IIWA AIR SPACE,7 /16" LAMI -W/ 3116"A„090,3116"HS) ALL"= SIZES UP TO 74" WIDE x 76" HIGH 1-55.0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114° TAPCONS OR 1/4"M CRETE -FLEX ANCHORS. 2. IF INSTALLWG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. l - V;2 -f /a5 • 1979TECHMXCWDRVE PRESSURI=S_ XX CONFIG. WINDOWS Nolcos, PL s4z75 ALUMINUM CASEMENT WINDOW, IMPACT DD FK 8/23/93 D REVIWANCHORS B A TABLW M'HE7OHT OMON P.O. BOX 1579 Lucas A. Tw w, P.E. per tma< a"ama By ow. NOKOW FL 30774 Vutbdy Better e�awe: ems m.. • twa"+w /ro.: PE ON= 74740 NTS 6 a 13 7046-8 D Meotuan�el COMPARATIVE ANALYSIS TABLE 6. °0" & °1(4.1!&114 XOX" WINDOWS TEST REPORTS: FTL -3862, FTL3729, FTL4607, FTL -4806 GLAZING OPTIONS: A. 6H8' LAMI (1/8"A,.090,1)8°HS) B. 5116" LAMI (1189iS,.090,118"HS) C. 7116" LAMI (3N6"A,.090,3/16"HS) E.13/16" LAMI 1/8°HS,318° SPACE 5116° LAMM/ 118°HS,.090,1/8°HS F.13116° LAMI 118"A,AIR SPACE,7 116° LAMI-W13116"A,.OM 3/16°HS 1 1 1 HEIGHT WIDTHS 26 31 36 38318 43 48 5058 64 67 60 63 67 72 76 4 2 4 °0 ° "WS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P03 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P03 X 0 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 70.4 70.0 -BOA 60A -54.3 64.3 -51.1161.1 -47.9 47.9 445 44.8 -422 422 - 39.7 39.7 36 72 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0170.0 - 75.0 70.0 - 75.0 70.0 -75.0170.0 -76.0 70.0 C F 90A 70.0 �.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -80.0 70.0 - 90.0 70.0 - 90.0 70.0 90.0 70.0 90.0 70.0 55.0 55 0 - 55.0 66.0 55.0 66.0 A -75.0 70.0 -76.0 70.0 -73.7 70.0 - 67.9 67.9 -59.0 59.0 -W-8 52.8 -49.9 49.9 46A 46A - 43.5 43.5 41.1 41.1 38.8 38.6 37 74 B,E - 75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 O - 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 -X.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -55.0 66.0 - 55.0 55.0 - 56.0 56.0 A -75.0 70.01-75.0 70.0 -87.8 67.8 -62.1 62.1 -55.7 58.7 49.8 49.8 - 48.9 48.9 - 43.8 43.8 41.1 41.1 38.6 38.6 36.5 36.5 3912 79 B,E - 75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -76.0,70.0 -76.0 70.0 -75.0 70.o.-76.0 - 75.0 70.0 - 76.0 70.0 -76.0 70.0 - C F -80.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -9D.0 70.01-87.4 70.0 -832 70.0 -66.016&0 1-55.0155.0 -55.0 166.0 A - 75.0 70.0 -75.0 70.0 -824 814 -WA 58.4 -63.3 63.31-56A III 68.4 53.4 53.4 -50.01 50.0 4&9 46.9 -44.31442 41.9 41.9 *000 42 84 S,E - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 78.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 =76.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 7&0 • 0 CF - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -84.5 70.0 -79.7170.0 -75.6 70.0 -56.0155.0 55.0 55. 55.0 #55.0 0 000 sees** A - 76A 70.0 - 70.3 70.0 - 56.0 68.0 - 54.6 64.6 59.3 59.3 - 53.6 53.6 - 50.9 50.9 - 47.5 475 - 44.7 44.7 42.1 42.1 39.7 39.7 * 00 • 46 90 S,E -750 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 • • • • C F 1 90 Q 70.0 -90.0 70.0 -90.0.70.0 -90.0 70.0 -9 10 70.0 -90.0 70.0 -882 70.0 - 81.8 70.0 -78.9 MO - 72.4 70.0 - 892 692 -M01 55.0 - 65.0 55. - 0 • • • • • • • • • A -75.0 70.01-65.0 65.0 54.3 54.3 51.1 51.1 55.1 65.1 -51.4 61.4 48.8 48.6 -45.3 45.3 42.6 42.6 -40.4 40.4 - 36.4 38.4 • *000 • • • 48 98 BE -76.0 70.01-76.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 70.0 - 75.0 70.0 -76.0 70.0 750 70.0 -75.0 70.0 • • • • • • C,F -W.0 70.0 - 90.0 70.0 -00.0 70.0 -90.0 70.0 -80.0 70.0 4MW 70.0 - 80.9 70.0-75.0. 70.0 - 70.7 70.0 -67.3 67.3 - 84.1 64.1 -55.0 66.0 55.0 55 • • • • • • A -750 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 43.6 41.3 41.3 392 392 -37.1 37.1 000 • • • • 5012 101 B,E -76.0 700 - 75.0 70.0 -7&0 70.0 75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 700 -75.0 70.0 - 75.0 70.0 -74.3 70.0 • • • • 0000• CF -90.0 M. -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 - 75.7 70.0 - 70.3 70.0 -88.8 68.8 -635 635 50.5 605 - 56.0 65.0 52 48 .6 62.8 .6 48.8 • • • • • • A -75.0 70.0 -58.7 88.7 48.7 48.7 45.4 45.4 - 500 50.0 46.1 46.1 442 44.2 -422 422 40.1 40.1 38.0 36.0 - 982 362 • • • • • : • 53118 106 318 BE - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -7 &0 70.0 -75.0 70.0 -760 70.0 -750 70.0 -72.4 70.0 • 0000 a• Ne Ws1k • C F -900 70.0 -90.0 70.0 -� 0 70.0 -90.0 70.0 58.6 70.0 -76.4.70.0 -71.1 70.0 -W.6 665 - 83.0 63.0 -80.0 80.0 -57.3157.3 -63.8163.8 49.4 49.8 402 492 • A - 75.0 70.0-682 562 47.9 47.9 44.5 445 49.1 49.1 46.3 46.3 43.4 43A -41.9 41.9 39.8 39.8 375 37.6 -3&9 35.9 t 0 • • 54 106 B,E - 75.0 70.0 -75.0 70.0 -75 0 75.0 -75.6 70.0 - 75.0 700 - 75.0 70.0 -75.0 70.0 - 76.0 70.0 - 76.0 70.0 750 70.0 - 71.8 700 • • • • C F -90.0 70.0 - 900 70.0 - 90.0 70.0 - 90.0 70.0 -88.9 700 - 75.0 70.0 - 70.1 70.0 - 68.4 65A -81.8 81.8 -59.1 69.1 5 &4 58.4 52.8 52.8 48A 48. .2 • 0 • A - 75.0 70.0 - 67.1 57.1 46.4 46A - 43.3 43.3 47.5 47.6 43.9 43.9 422 422 -40.8 40.8 38.1 39.1 372 372 35.4 35.4 0p� • 0 5512 111 B,E 75.0 70.0 - 76.0 70.0 -75.0 70.0 - 75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 74.3 700 -70.8 70.0 • • 0 F C -90A l� 70.0 &4.0 70.0 .0 70.0 W.0 70.0 84.3 70.0 -72.6 70A 68:4 8&4 �i.8 835 Sd 1 1 575 b75 54 - 64.8 8 51.1 51.1 48.8 46 8 43 8 43 8 A -76.0 70.0 562 562 44.8 44.8 42.1 421 462 462 42.6 42.5 412 412 k-35.7 39.8 385 38.5 38.7.38.7 34.8 34.8 57 114 BE - 760 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 - 76.0 70.0 - 78.0 70.0 - 76.0 70.0 700 - 76.0 70.0 - 73.3 700 -69.6 69.6 C F - 900 70.0 -90.0 700 -90.0 70.0 -9Q.0 70.0.-81.8.70.0 - 70.7 70.0 -68.7 8 &7 81.8 -5&7 68.7 -65.9 562 532 532 49.4 49.4 -452 462 42 8 42 8 A - 742 70.0 -55.0 56.0 43.4 43.4 -40.9 40.9 .44.8 448-413.41.3-40.2 40.2 38.7 37.6 37.6 38.1 38.1 - 342 342 5812 117 B- 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 0 70.0 - 75.0 70.0 -76.0 70.0 70.0 - 75.0 70.0 - 722 70.0 - 88.4 68.4 .0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 79.4 70.0 - 69.0 690 - 64.9 64.9 80.4 -57.3 57.3 - 545 545 51.6 5 47.8 47.8 43.6 43.6 41.7 41.7 -WA 63A 422 422 39.7 39.7 43.5 43.5 40.4 40.4 39.2 392 37.6 38.7 3&7 385 355 33.7 33.7 120 -75.0 70.0 - 75.0 70.0 - 76.0 70.0 - 76.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 70.0 -73.3 70.0 -71.0 70.0 67A 87.4 -90.0 70.0 -90.0 7Q.0 - 90.0 70.0 -W.0 70.0 - 77.1 70.0 - 67.3 67.3 - 63.3 63.3 59.1 69.1 -56.9 66.9 -63.0 53.0 50.0 60.0 48.3 48.3 42.8 40.8 40.8 TABLE 7. "O" & "114 1 2 -1 14 XOX° WINDOWS TEST REPORT: FTL-m GLAZING OPTION: D. 7118° LAMI (3116"HS,.090,3116"HS) ALL "O° SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4 -12 -114 XOX° SIZES UP TO 120° WIDE x 83° HIGH -F0 70.0 TABLE 7A "0" & "114-12 -114 XOX° WINDOWS TEST REPORTS FTL 4807, F FLAWS GLAZING OPTIONS: 0.7118" LAMI (3/1S"HS,.0W 3116"HS) G.13M S" LAMI (1/8"A)AIR SPACE,7/18" LAMI -W/ 3/1("HS,.090,3116°HS) A ALL "O° SIZES UP TOW WIDE x 76" HIGH AND ALL "114-1/2 -114 XOX" SIZES UP TO 120" WIDE x78° HIGH 550 65.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR [� IW S84 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. rf f /i9,r FA Z W a Anatllass PRESSURES- 0A U4- 912- 114XOXCONFIG. WINDOWS ,:.x maw C NO CHANGE SHEET 1 �N � R � OPVON P.O. SOX 9 � MW CHANC}EAWHORSAMAM 7W Hr. 678 ALUMINUM CASEMENT WINDOW, IMPACT FJG Lwae A Tumm•, ME Gram, ep. Bare l4+eded mez' AMOM. FL 34274 Ulstb$Better mranmae spa: m.,e mworo. �" PE 858209 F.K 12117/0 raaa0 NTS 7 13 70454 D nteanenme� COMPARATIVE ANALYSIS TABLE 8. '7(O" OR "OX" & 1/3- 1/3 -1/3 XO)(" WINDOWS TEST REPORT: -FTL -3582 GLAZING OPTION: A. 5H6" LAMI (1/8"A,.090,1/8"HS) 3 3 3 HEIGHT X O X "XO° 7WDTH 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 WIDTH NEG POS NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 X O 49113 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 53118 79 213 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 - 72.1 70.0-69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 87.7 - 64.9 64.9 -62.7 82.7 -60.4 60.4 • • • • • 06 • 60 90 A -75.0 70.0 -75.0170.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 68.4 68A - 63.9 63.9 -60.0 60.0 - 58.5 58.5 -562 58 .4 53.4 64 96 A -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -71.1170.0 -61.8 61.8 - 58.9 58.9 - 58.1 56.1 - 53.8 53.8 -50.4 50.0 ,pj Z 47.7 • �• X • • 67.333 109 A -75.0 A70.O-76.01 .0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66A - 58.2 58.2 - 55.8 55.8 -52.6 52.6 - 49.4 49.4 45.9 46,j y 43.1 • • • 70.917 106 318 A -75.0 .4 70.0 -75.0 70.0 -71.8 70.0 61.8 61.8 -55.1 56.1 -551.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 40.3 *0000 • •••• • • 72 108 A -75.0 .0 10.0 -75.0 1'70.0 -70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42! - 39.7 • • 74 111 A -75.0 70.0 1-73.7170.0 -67.9 67 .9 -59.0 59.0 -52.8 52.8 - 49.9 49.9 -46A 46A - 43.5 43.5 -41.1 41.1 - 38.6 38.6 • • • • • 0:99 TABLE 9. %(O" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL -3729 • PA004clawwD • • •: • GLAZING OPTIONS: B. 5/16" LAMI (118"HS,.090,1/8"HS) E. 13/16° LAMI (11WHS,318" SPACE,5/16" LAMI -W/ 118 "HS,.090,11WHS) • • • �°� • • ALL "XO" OR °OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "V31/3 -1/3 XOX" SIZES UP TO 111" WIDE x 67 HIGH - 75.0 70.0 • • • • • • • TABLE 10. 'XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT`. FTE -3580 • GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) •i • • ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 63" HIGH 1 TABLE 10A. "XO" or "OX" & "1/3- 1/3.1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7118" LAMI (3116"A,.090,3/16"HS) F.13116" LAMI (1/8"A,AIR SPACE,7 116" LAMI- W13/1("A,.090,3/18"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113 -1Y3 -113 XOX" SIZES UP TO 111" WIDE x 78" HIGH - 55.0 55.0 ® �I NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 884 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. sr FJI sasia3 a ADD SLAW MEETO TABLE a � � PRESSURES -XO, Ox & IM- 113- 113XOXWWNDO xeraesx O tte waix tam7ECHNOLOG7DRN2 FK 7/10/03 O NO CHANGE 7H1SS NOKaW, FL 342m rm: ALUMINUM CASEMENT WINDOW, IMPACT F.K B/24/OS D CHrWGEANdWRSAIVDADD78 "NEIGMOP7tON A.0.80X t� LucasA Tumor. RE orewn CMp`"tl mrc NOKON9, FL 34714. V1s1bb Better am" ms u°"oan as" PE#S=l F. .._ . 12117/02 cA-7aa NTS 8 m 13 7045.8 D medumw. COMPARATIVE ANALYSIS TABLE 11. 'XO" or "OX' & "XOX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL- 3729,FTL- 4607,FTL4608 GLAZING OPTIONS: A. 6/16° LAMI (1!8"A,.0W,118"HS) B. 5/18" LAMI (18'HS,.090,1 /IFHS) C. 7116" LAMI (3M6'A,.090,3/1('HS) E. 13/16" LAMI 18'HS 3/8' SPACE .5 /10" LAMI -W/ 1J8"HS,.0w1/8"HS F.13M8" LAMI 1/8"A,AIR SPACE,7M6" LAMI -WJ 3116" .090,3 /19"HS X 0 X HEIGHT - - - WIDTHS 26 1 36 $83/8 43 48 5058 64 67 80 63 67 72 78 %COX" I VENT I FIXED I 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 -76.0 70.0 -75.0170.0 -75.0 70.0 -74.1170.0 -64.9 64.9 -603 60.6 - 58.1 58.1 - 58.1 56.1 -53.3 63.3 -50.5 50.5 89.264 18.125 31.014 B,E -75.0 70.0 76.0 70.0 -75.0 70.0 -76.0170.0f -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 :a-0 -90.0 70.0 -90.0 70.0 -00.0170.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 - 90.0 70.0 -80.0 70.0 -80.0 70.0 -56.0 55.0 55.0 55.0 55.0 55.0 A - 75.0 70.0 -88.1 88.1 - 63.4 63.4 - 66.6 66.5 - 50.4 60.4 -47.5 47.5 - 44.1 44.1 -41.8 41.6 -39.2 392 - 36.9 36.9 X O 88.919 24 38.818 BE 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 1 - 75.0 70.0 -75.0 70.0 -73.8 70.0 C F -80.0 70.0 -80.0 70.0 -80.0 70.0 -80.0 70.0 -90.0 170.0 1 -90.0 70.0 - 90.0 70.01-90.0 70.0 -89.4 70.01-852 70.0 -66.0155.0 1-66.0155.0 -56.01 55.0 A -75.0 70.0 -60.6 60.5 - 57.2 572 462.1 821 -562165.21-52.a 52.8 - 49.1 49.1 -48.2 462 -43.8 43.8 -41.1 41.1 UNEQUAL LITES 96.973 27 42.973 BE 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -76.0 70.0 -76.0 70.0 C F - 90.0 70.0 -80.0 170.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.8 70.0 -772 70.0 -73.1 70.0 -56.0155.0 -W.01 55.0 -M.0155.0 A - 75.0 70.0 -53.5153.51-50.4 50.4 - 54.5 54.5 - 50.7 60.7 - 482 482 - 44.9 44.9 -42.0 42.0 40.1 40.1 - 38.0 38.0 • 106.649 30 48.649 B,E - 75.0 70.0 -75.0 70.0 r_44.0 70.0 -76.0 7D.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 i • • • • • • • • • • • • • C F - 90.0 70.0 -80.0 70.D 70.0 -90.0 70.0 -84.7 70.0 -795 70.0 - 73.6 70.0 - 88.7 08.7 -66.3 66.3 -63.1 63.1 - 55.0 65.0 a47.7fi • •� • X • • • • A -75 0 70.0 49.8 49.9 48.8 51.3 51.3 -47A 47A -0.6 45.5 -427 427 - 40.7 40.7 - 38.6 38.6 - 38.6 38.8 • • • • • • • • 115.892 32 51.892 B,E - 75.0 70.0 - 76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C F -90.0 70.0 -90.0 70.0 70.0 -9D.0 70.0 - 78.6 70.0 732 70.0 - 88.3 68.3 -64.8 64.8 -81.4 81.4 -58.8 68.8 55.0 55.0 UNIIOUAL LITES A -75.0 70.0 -47.3 47.3 44.0 -48.4 48.4 - 44.7 44.7 -42.8 425 -41.4 41.4 - 395 39.5 -37.6 37.5 - 35.7 36.7 • • • • 122 33.687 54.827 B,E -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -76.0 70.0 75A 70.0 -75.0 70.0 -75.0 70.0 74.8 70.0 -71A 70.0 C,F -90.0 70.0 -90.0 70.0 70.0 -86.8 70.0 -74.0 70.0 - 69.4 68.4 - 64.7 64.7 -81.0 61.0 - 58.4 68.4 55.7 55.7 521 52.1 • • A -75.0 70.0 - 46.8 46.8 . 43.6 -47.8 47.9 - 44.3 44.3 -42A 42A -41.1141.1 - 39.3 39.3 -37.3137.3 - 36.5 35.5 ° ° ° • • • • • •••••• 123.135 34 55.135 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0170.0 -75.0 70.0 -71.0 70.0 • • • • • pRE�RS9� • • • : - CF -90.0 70.0 -N.0 70.0 -90.0170.0.-85.0,70.0 -73.1 70.0 -68.8 68.8 54.1 64.1 - 60.5 60.5 - 57.9 57.9 - 652 652 -51.5 51.5 - 472 44.0 rM er�ynlYil� A -76.0 70.0 - 45.5 45.5 -42.8 42.6 -0.7146.7 -43.1 -41A 41.6 . 402 402 - 38.7 38.7 -36.9 36.9 - 35.0 36.0 • • • 128.000 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 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 ° • • M • C F -�.0 70.0 -80.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 52.5 02.5 - 592 692 - 68.5 58.5 53.8 53.6 -50.1160.1 16.8 4>0.8 43A 43.0 • • • ° A -74A 70.0-43.6 43.6 -412 41.2 45.1 45.1 -41.5 41.5 40.4 140.4 - 38.9 38.9 -37.7 37.7 - 362 382 -34.3 34.3 • • • • 130 35.896 58.209 B,E - 75.0 70.0 -75.0 I 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -724 70.0 -68.8 68.8 • • • ° ° C F -90.0 70.0 -90.0 70.0 - 80.0 70.0 78.9 70.0 - 88.3 69.3 - 65.3 65.3 . 60.8 80.61-57,6167.6 - 54.7 54.7 -61.9 61.9 -48.1 48.1 -43.9143.9 -41 .1 41.8 • A -74.3 70.0 - 43.5 43.6 -41.0 41.0 45.0 45.0 11.4 41.4 - 40.3 40.3 - 38.8 38.8 -37.8 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 -75.0-70.0 - 75.0 70.0 -723 70.0 88.8 68.5 . 9 , F -90.0 70.0 -80.0 q70-0 -90.0 70.0 -79.6 70.0 -69.1 09.1 -85.1 65.1 50.5 80.5 57.4 57.4 - 54.8 54.8 51.7 51.7 18.0 46A - 43.8 43.8 11 8 418 A 729 70.0 122 -39.7139. 7 -43.6 43 6 10.4 40.4 -392 382 -37.7 37.7 - 38.7 38.7 -35.5 35.5 - 33.7 33.7 134 37 80 B,E -750 70.0 -75.0 76.0 70.0 -75.0 70.0 -75.0 70.D -75.0 70.0 -76.0 70.0 -T3.3 70.0 -71.0 70.0 - 87.4 67.4 C F 90.0 70.0 - 90.0 -90-0170.01-77.1170.0.-07.3,07.3.-83.3,63.3.-69.1 68.1 55.9 55.9 - 63.0 5350 50.0 50.0 1-483' 12.8 42.8 40.8 40.8 "XO' &'OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12 O" or "OX" & %COX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7116" LAMI 3MS"HS,.090,3116"H ALL IXOX" SIZES UP TO 134" WIDE x 67 HIGH WITH 37" MAX. VENT WIDTH AND SO" MAX. FIXED WIDTH AND 90.0 70.0 ALL 'AD' or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80' MAX. FIXED WIDTH TABLE 12A. "XO" or "OX" & 'XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 FTL -4807, FTL- 4808 Qo GLAZING OPTIONS: D. 7118° LAMI 18"HS,.090 3/16"HS 0. 13118" LAMI 118 A,AIR SPACE, 7 /18' LAMI -W/ 3/16"HS,.D90,3/18'HS ALL 'XOX" SIZES UP TO 134" WIDE x 76' HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND - 55.0 55.0 ALL %(0" or'OX" SIZES UP TO 97" WIDE x 78' HIGH WITH 37" MAX. VENT WIDTH AND 6D' 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 ® 1/4' SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 68.6 P.S.F. I (A f e r FX 9"'m 8 ADD GLASS TYPE 7O TABLE!! toro TEOhWaLOOYDRNE PRESSURES- UNEQUAL CONFIG. XO, OX $ XOX F.K. C NOCHANGETHISSM%7 NOKOMIA FL S42n P - ALUMINUM CASEMENT WINDOW, IMPACT F.K D CHANGEANCHORSAWAOD 78"HEIGHTOPMN P.O. SOX Im BCC Lu� RE R NoxoMls, A 34a7a h E 1 ca 7aa N7YU 1 9 13 7045.8 Q Mecna ae• e7 REFERENCE "XO° &'XOX" FRAME g7 REFERENCE °XO° &'XOX° FRAME ASSEMBLY DETAIL, SHEET 11® 83 ASSEMBLY DETAIL, SHEET 11® A8 1 40 41 85 40 41 MAX. VENT MAX. FIXED LITE I 86 DAYLIGHT DAYLIGHT OPENING ---�I 5 (SEE SHT. ) 5 eo (SEE SHT. 3) 5 5 MAX WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 97 REFERENCE "XX° FRAME f ASSEMBLY DETA%L+: i EET 11 • • 1 ® • 7 1 MAX. VENT 85 a s 80 � (+DAYLIGHT OPENING—] • 5 (SEE SHT. 3) 5 5 •••••• • 5 ••• i MAX. WIDTH (SEE I-IT•Aj• • • • • s • • 25 5 85 40 41 ••s• •• ••••• HORIZONTAL SECTION - XX • • 12 ••• • • ••••• 40 41 83 •• i to r 1 •• 15 43 . .. W fe • • • MAX. DAYLIGHT �� • • • �! • � •: MAX s OPENING FIXED & 85 40 41 • • • HEIGHT OPERABLE VENT MAX. VENT I • • • • • • (SEE SHTS. 3 & 4) (SEE SHTS. 3 & 4) 5 LDAYLIG OPENING -•-I 5 SHT. (SEE SHT. 4) MAX WIDTH (SEE 4) 14 19 HORIZONTAL SECTION - X C 46 45 24 5 25 1 &lO — 17 18 VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT rr2t�oS PK 321btti a ADD lsire*c ° °caaN °sFn°rt' SECTIONS FJC 7/70813 C SHOW TOP AWGE ggg }7, ra° FA amm D ONG 8X . NO. REF: IM AM MM 99 P.0. 80X 1529 ALUMINUM CASEMENT WINDOW, IMPACT ft-ar am MKONS, 8. WM ' Visibly Better amn�e s� srwr mwea'n. mr. Lu PE 1155291 P.E F.7C 12/17/02 CA -749 NT3 10 a 13 70458 D nteaheM°et #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. S (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 TUBE, MATL: 6063 -T6 3" APART AT MID -SPAN 1.376" "X" FRAME JAMB r"X" FRAME JAMB r } ® .095" t 89 CASEMENT BACKING PLATE 067 SASH FRAME TOP MATL: 6063 -T6 NOM. 2.919' 514- OR BOTTOM RAIL DWG# 7071 ')W FRAME ASSEMBLY DETAIL �,_�• #8x1 QUAD PH SMS ' #12x1 PH TEK SMS (2) PER CORNER FRAMEJiEAD SILL, JAMB 4 34° ' • 1 e _ • FRAME ASSEMBLY MAX. O.C. W/ (2) SCREWS • TUBE, MATL: 6063 -T6 1 13' 3" APART AT MID-SPAN • s • s M�i''�" �i-T6 SASH FRAME .062" • • • • • • DWG# 7002A "X° FRAME JAMB "0" FRAME JAMB SIDE RAIL NOM. • • •. e • •. : • •' • 1.159" e•e• ••e• •s:•• 2.139" ••�••� • s•••s S SASH FRAME HEAD, SILL, JAMB • • • y,W y � "+rr►wiy� • MATL: 6063 -T6 ; • ; • DWG# 7003A • • • SASH FRAME ASSEMBLY DETAIL • • • • e " •,�„ • • "XO" & "XOX" FRAME ASSEMBLY DETAIL • • • #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL FRAME JAMB 3.51W .062" NOM. .438" L — 2.784° FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL FK 32m 8 NO EFOUYOE TH/SsH✓=ET 1070 TECHAMa».DwvE EXTRUSIONS & ASSEMBLY DETAILS F.K 711010 C NO CHANGE THM SHEET NOKGM FL SUM T°•' F.K Bmww D A0017FA488 p0•sgximg ALUMINUM CASEMENT WINDOW, IMPACT teaan thra nmr ARMWIS, R 34274 Ylribdy Better acwxaa,e ea. an.e ome"�. �: PE 088201 F.K lzinroz CA-740 NTS 11 13 7045.8 D modw� w PARTS LIST PARTS LIST CONT. ITEM DWG # PGT..4 DESCRIPTION ITEM DWG # PGT. # DESCRIPTION I 7002A MAIN FRAME - BEAD SILL & JAMBS 73 7025 MAM SINGLE LOCK 2 1155 781PQA #9 X I QUAD PH SMS 74 7016 SINGLE LOCK KEEPER 3 7008 FRAME CORNER KEY 75 70834A #8 X.750 QUAD PN SMS 4 1/2"Xl/2°XIW CLOSET- LFOAMTAPE 80 7005A FWD WINDOW FRAME- BEAD, SILL &JAMBS 5 7003A SASH -TOP, BOTTOM & SIDE RAILS 81 1155 781PQA #8 X I QUAD PN SMS 6 1155 781PQA #8 X 1 QUAD PH SMS 82 7010 FI FRAME CORNER KEY 7 7017 67017K BULB WEATIJERSTW[P .187X.240 83 7007 INSTALLATION HOLE COVER 8 7009 SASH CORNER KEY 85 7047 67407 GLA23NG13EAD(13 /16 "LG.) 9 7024 MAXN MULTI -POINT LOCK , 13116° I.G. GLASS (118°HS, AIR SPACE, 5/16 LAND 5/16° LANG = 10 7026 LOCK SUPPORT PLATE ( 2) LTCESOFI/ 8" HS GLASS WITH AN. 0 90INTERIAYER- SOLUTIAOR DUPONT PVB 11 #10.24 X.562 PH. PN. TYPE F 87 13116° LG. GLASS (W ES, AIR SPACE, 7 /16"LAMl) 7/16" LAMI= 12 7014 MULTI-LOCK KEEPER (R.H. & LH.) 3/16A & 3/16HS GLASS WITH AN.090 3NTBRLAYER - SOLUTJA OR DUPONT PVB 13 1157 78X78PPSMS #8 X.875 PIL PN. SMS 89 13/16" I.G. GLASS (1/94M AIR SPACE, 7116 "IAMI) 7/16" LAM - 14 7013 TIE BAR GUIDE 3/16HS & 3/16HS GLASS WTCH AN.090 TNTERLAYER - SOLU UOONT PVB 15 7015 TIE BAR ASSEMBLY 89 7071 67071 CASEMENT BACKING PLATE (SER 4, gMET 13) • • 16 7028 MAXIM DYAD OPERATOR • • • • 17 7027 MAXIM DUAL ARM OPERATOR .706 9RI1 w • • • 18 7030 OPERATOR GASKET •'ii • • 19 7031 BACKING PLATE • • 8� INSTALLATION H0L?85W 20 #8.32X 375 PEI. PN. TYPE B 050° .865" 040 w • • w MA TI: 6063 -T6� • s • •: 21 7032 SCUD BRACKET & R H tf 22 78597A #8 X 5/8° FLT. Fill. SMS • • • • • • w 7x07 • • 23 7033 OPERATOR TRACK & SLIDER (DUAL • • 24 7022 SW-ON HANDLE O 5/16" GLAZING BEAD J ,177• • 0 • i • • w i • • • • • • 25 7023 12" HINGE WAVY D MAIL: 6063, -T6 • • • • • p 00000* 26 7l Oxl2FP #10 X.500 PH. PBL DWG# 7036 .870" • • • • • • w >�p • • 30 511W LAMINATED (1/8A & 1/8HS GLASS) ,Q�" • • .090 INTERLAYER - SOLUTLA OR DUPONT PVB • • •,• • • 31 5/16° LAMINATED (USIM & I/SILS GLASS) ( �.- -• 9" • 1 • . 0901NIERIAYER- SOLUTIAOR DUPONT PVB - •• • • •••• •• • • 32 7 /16- . 090INTE R LAYE -SO L UTIAORDUPONT) PVB 523 " 13/16" GLAZING BEAD • 90IIVTELAYR- SOUTIAORDUPONT I _I •• • 33 7/16" LAMINATED (3116HS & 3116US GLASS) .050" 865 MAIL: 6063 -T6 090 INTERLAYER - SOLUTTA OR DUPONT PVB DWG# 7047 40 7036 GLAZING BEAD 5/16' 41 7042 GLAZING BEAD (7/16') 1.124" 43 1224 6TP247 VINYL BULB WS P MOCK 44 SB - novv coRxnvG sue, 9ss OR EQun ® 41 7116" GLAZING BEAD icGNE 45 PARABOrro MAIL: 8063 -T6 46 1634 6163K SETTING BLOCK DWG #7042. 50 7006 SCREEN FRAME 2.701 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH .062" 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEIvIMSCREEN CLIP .040" 1.00W 55 78xl2PSI W/B #8 X.500 SQ. PN. TER. SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 423" .0s3" 68 712X1PPT 412X1 "PR PHIL.TEK 69 7011 LOCK SUPPORT PLATE 67 CASEMENTFRAME .ry" 70 7012 LOCK SPACER 50 CASEMENT SCREEN FRAME ASSEMBLY TUBE ch 71 7019 711573 SNAP-ON THANDLLKNOB MAIL: 6063 -T6 MAIL: 6063 -T6 n 1 7018 1 7FLDHD IFOLDINGHANDLE AG DWG# 7006 DWG# 7004A a F C 328/03 s ADD 1306*1.U. GLASS S GL 42M BEAD � PARTS LIST & EXTRUSIONS 1070 TEMWOLOGY FJC. 7/10/03 C NO CNMNGE 7HL9 SNEET NOKOW, FL 34275 rm" FJC a2m 0. WDEQWV. TOITEM44 ,SILICANE AND ADD ?EW87,W AND 09 P.0. BOX 1028 ALUMINUM CASE'ME'NT 1MNDOW, IMPACT UXMA.I "W;P.e mmmey v NOKOMI3, FL 34274 VWbly B"ner PE#B=l F.X 12/17/02 CA -740 NTS 72 d 13 7045$ D Mechanical r t A 2x WOOD BUCK A 1x WOOD BUCK A 1x WOOD BUCK (SEE NOTE 3) ® 2x WOOD BUCK (SEE NOTE 3) (SEE NOTE 3) 114° MAX. SHIM (SEE NOTE 3) 1/4" MAX. SHIM 114 MAX. SHIM 114° MAX SHIM --►i t-'— ®SEE NOTE 1 SEE NC9TE 4 ASEE NOTE 2 I ASEE NOTE 1 ASEE NOTE 2 I I SEE NOTE 4 SEE NOTE 4 4 - e 1 ®E NOTE 4 1 112" 1 1/4° 1 112" 0 . 0 0000 1 114 •••0• MIN. MIN. MIN. •• • • 000 MIN. 0 OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME riw"lNTT FRAmro TO iit TO WOOD BUCK TO CONCRETE W/ WOOD BUCK TO WOOD BUCK r V46illBUCK LESS THAN 1 1!?•THICK. 11/2' OR MORE THICK LESS THAN 1 1/2" THICK 1112" OR MORE THICK 0000 0000 : • • • • 0000 • • 0000•• • • 00000 114 " MAX. SHIM � 1 /4 "MAX. SHIM � ® • • •000.0 •• •• • X0000•• ASEE NOTE 1 SEE NOTE 4 •00.00 ,Mwry ASEE NOTE 1 • • • • A • • - •• s EEN O TE4 NOTE: ALL•P6fAILS • APPLY TO HEAD, ••• •• ' SILL, AND JAMB. 1114 MIN. MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR AZ GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. t Ill lv� 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. nor.4w a4 fu bi r FJC srzs/os a "'°a""" °eT"`saHM-T• �,, .�•. ANCHORAGE DETAILS FX 7/law c raw CHANGE rails SHE'Er f NOKOMI OVOLOGYDRWE , FL 342 Tom . F.K. B2m 0 REVISE NOTES AND P"OVE.3/18 TNPCONS &A14 SCREWS P.O SOX im ALUMINUM CASEMENT WINDOW, IMPACT Lomas A. Turt ,P.E. pan er: ams p4s: NOXOMI3, FL 34274 visibly 1%tter 8wrvm" �t � PE NSM �x 12117102 CA740 NTS t3 t3 704" D meohenim� I r •• •• • • • •• •• • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • ••• • • • • •• • •• • • • • • ••• •• JOB NAME : IZ _ V _ iI_ 1245 NE 98TH ST MIAMI SHORES , FL C . . . . . . . . . . • • • . • • • • • 000 REVISION. • • ••• • • • • • •• • • . • . • • • • • • • • • • • • • • • : : : : REAR ••• : : •o• •• •.• .. • • • .• • • lfcr PART' • • • • • • • OF TFIIS PERNIIT NOT FART t G I (17 1) O �(gYYOTIIERS) OF THISP&uff EXISTING STEEL COLUMN BY OTHERS} EXISTING STEEL NOT PART / � BATH COLUMN{BY OTHERS} OF THIS PERMtT W jC N STUDY � V f ''• B A w BEDROOM D BATH I� PLAYROOM UEFT GARAGE EXISTING SZffi. NOT PART COLUMN(BY OTHERS} OF THIS PERMIT BEDROOM (VENTILATION) /P § =M*N MWING LIVING RIGHT CL NOT PART OF THIS PERMIT BA TH D ROUND ROOM _ FOYER CL NOT PART G . OF THIS PERMIT NOT PART BEDROOM OF THIS PERMIT FRONT NOTE' MEAN ROOF HEIGHT: 13' -6" ROOF TYPE .4.12 j E&S KGB mss) � DATE. 04118J08 GROUND FLOOR SCALE. 3,16 " = 1` DWO, BY: M.RZ. JOB 0. 76 1 of 5 REVISION: ... .... .... • • • NO 1:i}Q�.FRAM�S}I41L1ON ANCHORAGE TO MAiN 3TRUCT[7RE SHALL BE IN STRICT' ACCORDANCE ' ft " MA UNITS NO CE OF ACCEPTANCE -REFER TO PQ2f}DUCfS CONTROLS. N OTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DEMON • : • • ,9WD $M ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS ••• • • •• • • • NQTP 3 ? VM;&N INM FACE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMWG=,) SHA'LL D TO wnusTAND THE LOADS POSED BY THE GLAZING NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR l" X 2 -3/4" X 3/&" X 63" ALUhM M TVW MLLUORS BY PCFr rA 11 El u NOT PART NOT PART NOT PART OF THIS PERMIT OF THIS PERMIT OF THIS PERMIT EXISTIXG " " " FRONT ELEVATION COLUMN(BYGTHERS) « A M.O. 111 X 63 (2) 26 -1/2" X 63" (X)(LATERAL,S) "B" 74" X 50- 518 " {XX) SERIES C- 740 ALi fl►[INUM CASEMENT WIlND4W- IMPACT SERIES C- 740 ALUNM UM CASEMENT WINDOW- DAPACT N.O.A.: 05- 1129.11 N.O.A.: 05- 1129.11 ZONE 4: +54.7 -59.3 ZONE 5: +54.7 -73.2 GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER ,090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LI'1`E: 1/8" H.S. GLASS INTERIOR LITE: 1/8 H.S. GLASS 58" X 63" CENTER {1 ) (]"IXND){ ) SERIES C- 740 ALLM]NUM FIXED CASEMENT WINDOW- LIVIl'ACT E1 74 X 50 -5/8 (XO) N.O.A.: 05- 1129.11 "HR- 710" ALUMINUM HORIZONTAL SLIDING WDMW -WACT RESISTANT ZONE 4: +54.7 -59.3 N.O.A.: 07- 0815d9 GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS ZONE 5: +54.7 -73.2 EXTERIOR LITE: 1/8" H,S.GLASS GLAZING: 5/16" LAMNATED IMPACT RESISTANT GLASS ,090 SOLUTIA OR DUPONT PVB INNERLAYER EXTERIOR LITE: 1/8" ANN.GLASS I INTERIOR LITE: 1/8" H.S. GLASS .090 DUPONT BUTACITE OR SAFLE.X/ KEEPSAFE - -- -- - - - NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: MAXIKUM INTERLAYER. 5 2008 1" X 2 -3/4" X 318 "X 63" ALUMINUM TUBE MULLIONS INTERIOR LITE: 1/8" ANN.GLASS A P P ` BY PGT. N.O.A.: 06- 0125.07. DATE: 04/18/08 SCALE: 3/16"=I* , DWO. BY M.RZ. JOB #: 76 2 of 5 • ... • ... NOTE 1: WAWAwMESIMULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. REVISION: • • : ' YO 2: O NLY 02S S SIZE ARE PART OFF THI PERMIT. ALL CONTROL THER OPENINGS ARE NOT PART O THIS NO't S: THE'!►4AIN• m FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRANIINO,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. • • I;cp..4 : � B SS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE MUSHED FLOOR • • • • • • • • •• • • • • • ••• •• E F E EXISTING EXISTING » " COLUMN(BYOTHERS) RIGHT ELEVATION COLUMN(BYOTHERS) c 37 "t x 5 "" (x) .. SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT ' "D" 37" X 38- 3/8 "(XO) N.O.A.: 05- 1129.11 "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT ZONE 5: +54.7 -732 N,O.A.: 07- 0815.09 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS ZONE 4: +54.7 -59.3 EXTERIOR LITE: 1/8" H.S.GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER EXTERIOR LITE: 1/8" ANN.GLASS INTERIOR LITE: 1/8" H.S. GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE ' "E1" 74 X 50- 5/8 "(XO) MAXIMUM IN'TERLAYER. "HR- 710" ALUMINUM HORIZONTAL SLIDING WESIDOW -1WACT RESISTANT INTERIOR LITE: 1/8" ANN.GLASS N.O.A.: 07- 0815.09 "E" 74"" X 50-5/8 ""(XO) ZONE 5: +54.7 -73.2 " "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS N.O.A.: 07- 0815.09 EXTERIOR LITE: 1/8" ANN.GLASS ZONE 4: +54.7 -59.3 .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS MAXIMUM INTERLAYER. EXTERIOR LITE: 1/8" ANN.GLASS INTERIOR LTI'E: 1 /8" ANN.GLASS ,090 DUPONT BUTACITE OR SAFLEX/ KEEPSAF$ " "F" 37 X 50-5/8" MAXIMUM INTERLAYER. IN'T'ERIOR LITE: 1/8" ANN.GLASS "SERIES PW- 701" ALLt��lINiJM FIXED WINDOW-LMI - - - -__ - -. -_ -_ -� N.O.A.: 07- 0418.06 ZONE 5: +54.7 -732 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR SAFLEX KEEPSAFE N OML' tM INTERLAYEP, INTERIOR LITE: 3/16" H.S.GLASS DATE: 3/16" = SCALE: 3/I6" � i' DWO. BY: M.R.Z. JOB #: 76 3 of 5 . . . • . 00 go a 0 • • • : : •' • "K" M.O. 111" X 63" (1)74" X 63 "(OX)(LEFI') REVISION: .0 0.0 . •. .: .,. . "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT • • • • , N.O.A.: 07- 0815.09 • • • ZONE 4:+54.7 -59.3 0 GLAZING: 5/16" LAMINATED WACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS • • V. • :00 „ .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE . • MAXIMUM INTERLAYEIL ..... , • • . • ... INTERIOR LIM:1/8" ANN.GLASS • • • :00 • • (1) 37" X 63 "(RIGHT) "SERIES PW -701" ALUMINUM FIXED WINDOW -LMI N.O.A.: 07- 0418.06 ZONE 4:+54.7 -59.3 NOTE 1: WINDOW FRAMES/ 9=CN ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCURDANGE GLAZING: 7/16" LAMINATED BWACT RESISTANT GLASS WrfH 71M UNrP NOTICE OPACCEPTANCE -REPER TOPRODWTS CONTROLS. EXTERIOR LITE: 3/16" ANN.GLASS NOTE a : ONLY �� D PERMIT. OTHEROPENINGSARENOTPART .090 DUPONT BUTACITE PVB OR SAFLEX KEEPSAFE MAXIMUM PERMrr. INT 11LAYFIL �$ NOTE 3: THE MAIN WIND PORCE RESISTING SYSTEM OF THE STRUCTEW(M BEAWCDLUXI NS,PRAMMETC.) INTERIOR LITE: 3/16" H.S.GLAS$ SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BYTBE GLAZING, NO CALCULATIONS HAVE BEEN PERFGIRMED TO MIFY T NEIN ADEQUACY. NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: NOTE4: ALL EGRESS WINDOWS SHALL HAVE A SILL MMIrNWMEXCEED4 , rABOVETfMFD SIMPLOOR 1 "X2- 3/4"X3/8 "X63" ALUMINUM TUBE MULI.lON EXISTING VX2,3 a"XWX63' BY POT. N.O.A.: 06-0125.07. ww COLUAIN(BYCYIFTBRS) . $ywT,INUMMUtLtsnVS U NO? T NOT PART OP PERMIC OF THIS PERMIT V S V1 N 1a-e• j 1 9 L!' �:1 l'=1 K L 6'- COL OTBER (SlYOTHERS) REAR ELEVATION "Gl" 37" X 50- 5/8"(X0) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT `H' 53 -1/8#' X 50 -5/8 „ (XXALUMINUM N.Q.A.• 07- 0815,09 SERIES C- 740 ALUMINUM CASEMENT WINDOW- R&ACT ZONE 5:+54.7 73.2 N.O.A.: 05- 1129.11 GLAZING: 5116” LAMINATED IMPACT RESISTANT GLASS ZONE 4:+54.7 -59.3 „ ., GLAZING: 5/16 LAMINATED DeACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE EXTERIOR LITE: 1/8" ANN.GLASS MAXIMUM INTERLAYER. .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" ANN.GLASS INTERIOR LITE: 1/8" H.S. GLASS "L" 74" X 63"(X0) "G" 37" X 50- 5/8 "(XO) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT N.O.A.: 07-0815.09 N N.O.A.: 07- 0815.09 ZONE 4:+54.7 -59.3 N ZONE 4:+54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS �J GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SA,FI.EX/ KEEPSAFE .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXBdUM IIVTERLAYER. R+IAXIlVIUM INTERLAYER 8 INTERIOR LITE: 1/8" ANN.GLASS INTERIOR LITE: 1/8" ANN.GLASS "M' 36 X 37 "(XO) 7? 37" X 63" "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW -BeACT RESISTANT "SERIES PW- 701" ALUMINUM FIXED WINDOW-IM N.O.A.: 07-0815.09 N.O.A.: 07- 0418.06 ZONE 4:+543 -59.3 ZONE 5:+54.7 -732 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS DATE: 04/18/08 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS SCALE: 3/16" to 1' EXTERIOR LITE: 3/16" ANN.GLASS 090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE DWO. BY: M.R.Z. .090 DUPONT BUTACITE PVB OR SAFLEX KEEPSAFE MAXRRUM MpAXD" INTERLAYER. INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 70B 76 INTEMOR LITE: 3/16" H.S.GLASS 4 Of 5 REVISION: • • • • • • • • • • • • + • ••• • • NOTE 1: WINDOW FRAMES/MLILLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNSYRA'MING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR WW Was U A • d 4 '• f NOT PART OF THIS PERMIT (VENTILATION) lilt LEFT ELEVATION NOT PART NOT PART OF THIS PERMIT OF THIS PERMIT "N" 18" X 37" "SH - 700" ALUMINUM SINGLE HUNG WINDOW - IMPACT N.O.A,: 07- 0322.06 ZONE 5: +54.7 -73.2 -- -- GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTIE:1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB RWERLAYER INTERIOR LITE: 1/8" ANN.GLASS I � DATE: 04118108 SCALE: 3/16" ut 1 DWG. BY: M.R.Z, JOB k: 76 5 of 5 REVISION: • •.. • • • • s • • • •. • • • • • • • • • • • • • • • . • • . • •.• • • 0 00 0 0 00 006 0 00 • • • • • • . • NOTE 1: WINDOW FRAMESjMULISON ANCHORAGE TO MAIN STRUCTURE SHALL BE IN ITR=ACCORDANCE i "x 244" x 3/8 " x63' WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. A� TUBE nN L--j NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTLFtED WITH IBM PRODUCTS CONTROLN O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARENOTPARTOFTHIS BUILDING — - NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E BEAMS CONTINUES SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING, NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THM ADEQUACY. _. =STING NOTE 4 : ALL EGRESS WINDOWS SHAId. HAVE A SILL. FIGHT NOT TO EXCEED 44" ABOVE THE FR+tISM FLOOR COLUMN(BY OTHERS) ELEVATION B B � � "T' M.O. 138" X 63" (2) 69" X 63 11 (OX) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW -IlOACT RESISTANT N.O.A.: 07 -0815.09 01 [D ZONE 5-.+54.7 -732 � BUILDING GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS NOT PART / CONTINUES EXTERIOR LITE: 1/8" H.S.GLASS o f THIS PERMIT _.�. .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE _MAXIMUM IN'l U AVER. ELEVATION A -A INIIaRIOR LITE: 1/8" H.s, GLAS s NOTE: WINDOW UNITS SHALL BE WJLLED TOGETHER USING: "D" 37" X 38- 3/8"(X0) 1" X 2 -3/4" X 3/8 "X 63" ALUMINUM TUBE MULLIONS "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW-IMPACT RESISTANT BY PGT. N.O.A.: 06-0125.07. N.O.A.: 07- 0815.09 ZONE 4:+54.7 -59.3 GLAZING: 5/16" LAMINATED Z PACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE - -- -- - - MAXIlVIUM INTERLAYER. r INTERIOR LITE: 1/8" ANN.GLASS DATE: 04/18/08 SCALE: 3/16"x: 1' Dwo. BY: M.R.Z. JOB #: 76 SA o f 5