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WS-09-162Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSP- 11.2268 Permit Number: ', '&2-09-162 Scheduled Inspection Date: May 04, 2009 Inspector: Bruhn, Norman Owner: AUVERT, DIANA Job Address: 1223 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050250140 Phone: 305 -892 -6507 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 111713. CREATED AS REINSPECTION FOR INSP- 109692. CREATED AS REINSPECTION FOR INSP- 105715. Mullian connections are cover and must be inspected Anchors missing. NB Photos of mullians show anchors Same comments NBmissing. NB zlbJq Nam' 5118l01 \IAA' BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 750.8972 Permit Type (circle): Building Roofmg Owner's Name (Fee Simple Titleholder) b l A k () )/Ekr Owner's Address t 3 AJ E [ .S T CityHIAl( SHop'S State FL- Tenant/Lessee Name liECT4ELVILTha BY:''"J' Permit No. S 0 Master Permit No. P h o n e # ? o - ' GM- 3932. Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Zip 33138 Phone # 0 County Miami -Dade Zip I� Contractor's Company Name Contractor's Address City /V L._ City `1 deco low G Phone # � e9 a6&T0 -- Qualifier Name Ga State Zip's I� f Phone # State Certificate or Registration No. (6rc t)O Y/63 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type . (lilt Dew'. e 4ie. Work ['Alteration Repair/Replace ❑ Demolition © , * * * * * * * * * * * * * * ** * * *�z * * * * *********Fees*********** * * * * * * * * *** * *** *� *** * *�::xa�*** * ** ** ID 0 0��1� ,��gg�� Submittal Fee $'�/ll Permit Fee $ /do CCF $ C Notary $ ff -- Training/Education Fee $ 0 • ) Technology Fee $ .(1) Scanning $ Ul'00 Radon $ DPBR $ Zoning Bond $ Structural Review. $ Double Fee $ Total Fee Now Du FEB: 20D9 ery0 MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State yi Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ty 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, BOTT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At'FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature pots, h i u 4, k O uriz{ Signatur Owner or Agent f Co The fore of g instrument was acknowledged before me this `� The foregoing instrument was day of , 2001, by Di AO A A Vve-r " , day of rj , 201) who is personall own to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: edged before me this by l .br Jer►.Sj) Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) PU UC 7A`fE OF FLORIDA 5...,.7-\777.A U. tT_A.RT `; acopr,c . 403300 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: may p UOTA 'E OF FLORIDA SANDRA D. RAR'F CONNISSIO'i # DD403808 EXPIRES: APRIL 02, s. My Commission Expires: * * * * * * * * * * * * * * * * * * ** Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. £9'7ii.2 Job Name Date d-6Of STRUCTURAL CRITIQUE SHEET y6aueilafteek)d 1/0/‘/L.D.,a / V ce/rr- bje eid ( o 5.72zS "( -65p2 0 2e-46 4.) tea_ Iige c APPROVED P�1 ami Shores Village BY ZONING DEPT add BLDG DEPT DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND FtEGULATIO OWSIDOORS /SHUTTERS D LOAD CALCULATIONS Please fill in the information requested: ADDRESS OF HOME z.2, me too 5-flpeior HIGHEST POINT OF ROOF 15 1 EAVE HEIGHT OF ROOF 1.0 BUILDING WIDTH 5 3 .05 BUILDING LENGTH t 0 Z1 MMgrEEWEI 130E 26.9 d, BY: ‘/Si The site specific plan must show the distance of the openings from the nearest corner. Wind Loads per RFBC 301.2(2) & 30L2(3) 150mph exposure C Mean Roof Height 1' — 15' 15' -2U' 20' — 25' + 54.7 Zone 4 ( -) - 53.1 - 56.6 - 59.3 - 73.2 *Zone 5 is any opening within the corner distance from any corner. *Corner distance is .4 x mean roof height or .10 x width , but not less than 3' ge dk CV1 ek31 Ili w l t D i T +f T'i 0 L4 7.OtS M ?&T 1 V G V A ' `4 0 ht i A- C • • • ":' .. • • 1 '1C- 6g, ba_5 ?(- 63 630t.600 ol�� 0?60i NOr I (TN ?I/G-5500-C FoCI-H67ou °""6:42S9 ?PoDoci iv-Mc-ft el) • • • •••• 15 ALLEY "IWIMPOIA) DPENI P.P. T PAVEMENT .35' a. Fnd. 1/2'. J.P. No I.D.) 4' CU' 25.40' LLL.LL ,a41■11.0ffrA"'" 15:35; 5.45' One Story Residence No. 1223 Fnd. D,H. / / 16.70' 7.05' 7.20 .2' Enc. CLF GATE Note: Measurements are to face of building not to decorative bricks 24' PARKWAY • • • • • • • • • • --11,1i'hal ( 1-1141' 11 1 .11 • , -'4,:-. 4 aiii,„ 1:11 - • •, • 141,61. 15-rell MR:iiRiPiriF1171Fiaiikri;Igie.W, /E .14 ' . • • • • • M clearances and/or encroachments shawn hereon are of apparent nature. Fence ownership by visual means. Legal carlerrthip of tencalttal determirSett: • • Encroachments Noted: 4 • • • • • • • • • • • • • • • • Underground structures, if any. not located. • • • • • Bearings, If shown, are based on assumed meridian or Plat of Record. • • • • Lands shown hereon were not abstracted for easements and/or right-of-ways of record. • • • • • • • Legal description provided by client. • • • • • • • • This certification is only for land as described. It is not a certification of title, zoning, easements, or freedom from ericunitarliteit ABSTI.A RE 'V€ RltMfii • There may be additional restrictions not shown on this survey that may be found in the public records of this county. ABSTRACT NOT litEll!VD. • This BOUNDARY SURVEY has been prepared for the exclusive use Of the entities named hereon. The Certificate does not extend to an unnamed party. • This survey was based on the monuments found on the field. No construction tn any manner should be made without the prior written consent of the Surveyor. • • • • • • MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildinscodeoniine.com PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 Scan: 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) andlor 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 -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, impact", sheets 1 through 11 of 11, dated 02/28/06, 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 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 manufgsmor its ; • • • • distributors and shall be available for inspection at the job site at the request of the Buildiegaficial. This NOA consists of this page 1 and evidence page E-1, as well as approval document mooned abase. The submitted documentation was reviewed by Jaime D. Gascon, P.E. •••• • • • • • ••• • • • • • .1j104 No 01446.di Expiration Dales •December 21, 3011 • • Approval Dare: 1Seoember 2d•2006 • • .Rape • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and scaled by Robert L. Clark, P.E. B. TESTS 1. Test reports on I) 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 2411 3.2.1, 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 -4858 and FM-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptant= No. 05- 1208.02 issued to E.I. DuPont DeNernours for "Dupont Butacite PVB Interlaycr" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida •„ Building Code (FBC) E -1 • • • • • •• • • ••• • ' • •••• •• • • • • • • • •• s • • • •••• .iaia►e D. v �P•V. Chief, Pnodae■Control MAW •.1110A No 06414536 Expiration Data. December 214011 Approval Date: bccember 212006 • • • • • ▪ • •• • • •• • • • • • • • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OP IONS: (SEE DETALS ON SHEET 2) A. 5/18' LAPS CONSISTING OF (2) UTES OF VW ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. B. 61W LAMI CONSISTING OF (1) UTE OF 118' ANNEALED GLASS AND (1) LITE OF 153' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB IITERLAYER C. 5118 LAMI CONSISTING OF (2) UTES OF 1/W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER D. 7/18" LAMI CONSISTING OF (2) LITES OP 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. E. 71W LAMI CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) UTE OF 3118" HEAT SAD GLASS WITH AN .090 DUPONT BUTACITE OR SAREXIKEEPSAFE MAXQMIMA PVB INTERLAYER F. 7116' LAMB C ONSISTNK CF (2) UTES OF 3116 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAMMA PVB INTERLAYER. G. 13118 LAMI IG: (1) LPE OF lir OR 3118 ANNEALED (MIN.) GLASS, 5/18 OR 318 AIR SPACE AND 5118 LAMI CONSISTING OF (2) UTES OF VB ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIIDEEPSAFE MAXIMUM PVB INTERLAYER H. 13/18' LAMI NI: (1) LITE OF iA' OR 3118 ANNEALED (MN.) GLASS. 5118' OR 31W AIR SPACE AND 5118' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 153' HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERIAYER. I. 13/1W LAIN 10 (1) UTE OF 118' OR 3/1W ANNEALED (MIN.) GLASS, 5118' OR 3I8 AIR SPACE AND 5/18 LAMI CONSISTING OF (2) UTES OF 153' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT OUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18 LANG KG: (1) UTE OF 118' OR 3/18 ANNEALED (MN.) GL ASS. 3118 OR 1/4' AIR SPACE AND 7118 LAMI CONSISTING OF (2) UTES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFUEXACEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116 LAMI 10 (1) UTE OF 153' OR 3118 ANNEALED ( MIN.) GLASS, 3116' OR 1k 6.1R SPACE AND 718 LAW CONSISTING OF (1) UTE OF 3116 ANNEALED GLASS AND (1) UTE OF 3118 HEAT SHIED GLASS WITH AN .090 DUPONT BUTACITE OR SAFL AFE MAXIMUM PVB INTERLAYER. L 13118 LAMI 10; (1) UTE OF 118 OR 3118 ANNEALED (ANN.) GLASS, 3118 OR 1/4' AIR SPACE AND 7118 LAMI CONSISTING OF (2) UTES OF 3118 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAPLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABS ASTM E 130042. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1310-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASI.T. 7. REFERENCES: TEST REPORTS FTL4858 AND FTL-4859. • • goo • • • ELM TpRRIA) NOk 04-0721.01, 03.0228.05 • • • • • ANNSNAR&PA ON NDS -2001 FOR WOOD CSTRUCTION • • • • • ALUMINUM 0ES10N MANUAL • •• • • • .• • • • • B.iTCNIS PR00UCI HASBEEN 17!SIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILONG CODE, 2004 EDITION INCLUDING THE HIGI4 VELOCITY - HURRICANE ZONE (HVHZ). •• • • • ••• • • _ *_ • • 11140. t • • • ▪ • • • fTcw Ar9plfI F.K. &79408 Duey twr rtrsrei+ I E'T1: J L ••• • ••• • • • • • • • ••• • 1i.4"ae A NOA DRAWING MAP BHT GENERAL NOTES.— 1 GLAZING DETAILS. .... 2 DESIGN PRESSURES.»-3 ELEVATIONS _ 4 VERT. SECTIONS_.._ 5 HORIZ. SECTIONS............ 5 PARTS UST ---- 6 CORNER DETAIL._.......... 5 ANCHORAGE.---.......... 8-11 e' !B;IA•ODIA• • J�1 • • • • • • • � wtevediOn* yaE 190002 ADO AIR SPACE 081. NOTE 1, TECH. REF NOTE 78 NOTES 1070 TECHNOLOGY DIVE NON. FL 34178 P.O. BOX 1429 NOKOMIS, R.34234 Vdrb& Batter GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a�r•rr iw ae,e r•r71O j NTS 1 r 11 4127 -10 8 /offer Robert L. Clark P.E. PE 530712 Structural •• • • •• • •• • • • • • 1f8' ANNEALED OR FEAT STRENGTHENED GLASS .090 SODA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT s11 N 1 NED GLASS 9116' NOM. 5116' LAMINATED GLASS VT NOM. GLASS BITE ••• • • • • • •• •• • • • • • • ••• •• 11 • iliUmolieliblor • • 1 PIC 10/17AN MINOT A,b:• • • F.K NOM Fx ->:.r• • • zve 66,67,66,69,70,71 <PRIMO MENSEE> (ALL SECTIONS) 3118' ANNEALED OR HEAT STRENGTHENED GLASS 90 SPUTA OR DUPONT PVB INTER AVER 9118' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 7/16" LAMINATED GLASS 1/7 NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 9118" LAMINATED 9118' OR NW AIR SPACE 118" OR 3116' ANNEALED (MIN.) GLASS • • • 13118' NOM. :1111 &d;ANIL* GLASS W/ 5/16° LAMI • • • • • • • • •• • ••• • 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTLA OR DUPONT PVB INTER LAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 3116' OR 1/4' NR SPACE 1/8' or 3116' ANNEALED (MIN.) GLASS 13116' NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI •,.u. • • • as A er J.J. • . • • • • -1 • • • NO MA E PHISINISEET ADO AIR SPACE OW TO LAW nt DETAILS ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • psin sa�oe 3/ 1070 TECHNOLOGY DRIVE NN(ORES, FL 34275 P.O. 139X 1329 NOIOIIS. FL 34274 Fm" VLt1b1y Beuerr GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT •rame MAIM ••• • • • • • • • • • • • • • •• •• ••• • • teak Full tat* 2 s 11 Jae.x.4127 -10 • 1 B Robert L. Cftdlt. PE. PE s39r12 SWANN (XOX 114,112.114) DESIGN PRESSURES TABLE 1. WINDOW WIDTH 84" GLASS TYPE WINDOW HEIGHT 26" 36" A,B,G,H +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 +60.0 -60.0, 38318" 48" 50 518" 64" 60" 63" +60.0 -60.0 +60.0 -60.0 106 318" 108" 111" A,B,G,H +80.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 .60.0 +60.0 -80.0 +80.0 -60.0 +60.0 -60.0 +60.0 -80.0 +59.1 -59.1 +56.0 -58.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 +52.1 -52.1 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +51.7 +50.9 -51.7 -50.9 UP TO 111" LP TO 111" C,I +60.0 D,E,F,J,KL +75.0 460.0 -75.0 (XOX 1131/3.113) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW INIGHT 28" 38" 38 3/8" TABLE 2. WINDOW WIDTH GLASS TYPE 60" 53" _- „. WHC1OW HDGHT A,B,G,H +75.0 -75.00 28" 1 36" I 38 318" 1 48" 1 60 619" 1 54" 60" 63" TO 86 7/16" A,B,C,G,H,I -75.00L_+75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 . +60.0 -60.0 TO 88 7116" D,E,F,J,KL +75.0 -75.01 +75.0 -75.00 +75.0 75.00 + . , +75.0 -75.0 , (0.4 AND DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW INIGHT 28" 38" 38 3/8" 48" 50 518" 64" 60" 53" _- „. , 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00L_+75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0_ -75.00 +75.0 -75.00 +75.0 -75.01 +75.0 -75.00 +75.0 75.00 + . , �., A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 M• A,B,G,H +75.0 -75.00 +75.0 -75.00 +75,0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +68.6 -68.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 70.E LP TO 74" D,E,F,J,K L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (0:00, FTL -4859 (OX& XO) A. 5/18" LAMI - (1/8" A, .090,1/8" A) • • BB 84161U11101. 111131A,:090'178" HS) • • C. 6J46"4LJiMI: (1V"44 .000,1/8" HS) • • • • • • • • • • DP i/M6" WW1 - 1'3/1& A! .066, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) • • F. 7118" L MI - 0/16" H,90,3/16' Hs) • " •"W ••• • • •• • • • • • • 4w" • • • • • sass •b4• . • ►,, ".. • • • • • • • =,s6 ! • • • • •• • ••• • • .• • ••• DL • • • • • • .• • • • • • • • •• • • • DETAIL B - XOX (1/4112 -1/4) ••• • DETAIL A - OX OR XO •• • ar440* Niece • .rids •• • • • • • • • ••••• 4•. • • a•.°rt • • • • • • F.K, 10/1 • B • NO MANSE 7HI9Ct/EET e 114.11# Dot • • • •rrbec • s F.K Lf.3f06 A NO CHANGE IRIS SHEET o.war a°. Vorsadf Opr F.K 2/28636 Jed. 3123/02 B MAX, DLO L no oo 0 VENT '- 1 r • III! I 1 o X I x I SS ALL MA. AU CONE IA IAX �p TES3 ALL • • //IVEPTSHEIG O •• • X A MAX. DLO • . —z • • • • • • c • •• 74° MAX. WIDTI I ••• • DETAIL A - OX OR XO •• • ar440* Niece • .rids •• • • • • • • • ••••• 4•. • • a•.°rt • • • • • • F.K, 10/1 • B • NO MANSE 7HI9Ct/EET e 114.11# Dot • • • •rrbec • s F.K Lf.3f06 A NO CHANGE IRIS SHEET o.war a°. Vorsadf Opr F.K 2/28636 Jed. 3123/02 B MAX, DLO L 49 3/4° MAX DLO FIXED r • III! I 1 o X I x I 111' MAX. WIDTH • • • • • • • 88 716° MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. r DRIVE P.O.89X 167. NOKO S.R 34274 EG.T Visibly Baser ELEVATIONS ALUM. HORIZONTAL ROLLER IMNDOW, IMPACT at.raeec HR710 I NT▪ s 4 • 11 4127 -10 IB � /O" 4 L.Q k. PE. PE $39712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F---- MAX. FIXED DLO 4 MAX -- . WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) MAX. HEIGHT •• •• • • • • •• •• • • •• • • • • • • SECTION A A (HORIZONTAL SECTION - OX) INTERIOR SEALANT OR GASKET AT HEAD AND SILL • • • ••• • • • • •••/1[,• • • • •• SECTION C-C (VERTICAL SECTION) • • • • • • • NIS:SHEET NO CANOE n&s&e r w aloe cov 1 ion,* t_Le FJ( Z2A'V8 VIEW D-D (FRAME CORNER CONSTRUCTION) a•e J.J. 3/l3R$ WO NOKOMIS. FL 31278 P.O. BOX 1829 tiO IMS. FL 34274 c, r Via* Betier SECTIONS a. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT anweu6C I aa! SE�k •W1a aue Haf 5 a 11 4127 -10 ///e' R5004 L team, PE. PE 139712 SMlnheal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DW(111 DESCRIPTION MATT, PGT0 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL . 612237 2 4025 SASH STOP (STD.) (ANTI LIFT S.!) 6063 -T5 AL 612244 3 08 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SIILADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOEC)VER POLYPROP. 71298 12 1626 ADHES1VE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FIANCEFRAMEJAMB 6063 -T6 AL 612225 14 4134 GASKET FORMAN FRAME SILL JOINT 74134W/IC 15 1155 #8 X 1.000 QUAD PN. SMS 7811? 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXE)MEETINGRAIL 60631D -T6 AL 64054A 19 4066 WSTP,.187 X RR FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,250 X .270BAIRC, FIN SEAL 61683G 23 225-1 ROBE]( HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL RIMER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMFETINGRAIL 6063HS -T6 AL 64006 33 1235 WSl'P,.170X.270 BAOQC, FIN SEAL 673166 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL. SINS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.2KX.270 BASK, FIN SEAL 616836 39 7070 BULB WEATHERSTRIP .187X.275 67070K 40 1IFT RAIL COVER CAP 74078"C" L ORR 50 GLAZING SILICONE, DOW 899, 995 OR 1QUIVALFNT 51 1224 VINYL GAZ1NGBFADBULB(T}ACK) 611:247W,K 52 1225 VINYL GLAZINGBFAD BULB (THIN) 6TP24$K 53 4039 B C AZINOBFAD- 5/16" 6063 -TS AL 64039E 54 4044 B 6LAZINGBEAD -5/16" W /CRIILKIT 6063 -T5 AL 644703 55 4222 A GLAZINGBFAD - 7/16" 6063 -T5 AL 64222 56 985 C GIAZINGBEAD -7/16" W /GRULLKIT 6063 -T5 AL 6985 59 4067 (BAZINGBFAD - 13/16" 6063 -T5 AL 64067 60 5/16" LAM11 /8" A, .090PVB,1/8" A) 61 " 5/16" LAMI (1/8" A, .090 MI, 1/8" HS) A •" • 5/1j" LA,Mkyrip, .090PVB,1/8" HS) 633 t! 7,61.1.443/16" A, .090 PVII, 3/16" A) 64 •" • 7P16`111A 1[3/16.6,.090 PVB, 3/16" HS) ss • "• • 7710 LMMII3/L6( HS, .090 PVB, 3/16" H8) 66 " 13/16" LAMI IQ1/8"A, 3/8"AIR SPACE 5/16" LAMI (1/8 "A, .090 PVl, U8"A) 67 13/16" LAMI IG U8"A, 3/8" A IR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"136) ITEM DWG# REV' DESCRIP1ffiN 1 MAIL 1 PGPM 68 G1ASS,13/16" LAM103- 1/8"A, 3/8" AIR SPACE, 5/16" IAMI (1/8"11S, .090 1/8"HS) 69 13/16" IAMI i43/16"A, 5/I6" AIR SPACE, 5/16" LA MI (US"A, .090 PVB, l/8"A) 70 " 13/16" LAM' 1G3/16"A, 5/16" AIR SPACE, 5/16" LAM! (Ur A,.090 PVB, I /8"HS) 71 " 13/16" LAMI LG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/89-18, .090 PVB, 1/8"HS) 72 13/16" LAMI 104/8"A,1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 73 " 13/16" IAMI 10I/8"A,1/4" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 74 13/16" LAMI 1GU8"A,1 /4" AIRSPACE, 7/16" LAMI (3/1611Sf .090PVB, 3116"14S) 75 " 13/16" LAMI 1G3/16"A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16"A) 76 " 13/16" LAMI IG3/16'A, 3/16" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 " 13/16" IAMI 16-3/16"A, 3/16" AIR SPACE, 7/16" LAME (3/16 "HS, .090 PVB• 3/16"HS) 90 1014 SCREEN FRAME(HOR. & VFR) 31054414 AL 91 1630 SCREEN CORNER KEYW /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT PJNGS PINGS POLYPROP. 93 1073 SCREEN SPRING STST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM FM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD 1314 PVC % SCREEN CLOTH • s • • • • • • •• • • • • • • • • • SHEEP ADD SI4C:E 0e NS ITEMS se PIRU 77 ion awi owe,„ (nye PARTS LIST NOKOMIS. R 34t278 Av P.0. I®• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT mates s. F .$4V4 Viably Baer It ieieff FF 0011 ••• • • • • ••• • • • • -• • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • • •• 1 L__2710- .i 1 FLANGE FRAME HEAD #4102A, 6063 -T8 —*4-• -052 aia F- t.451 -I SASH STOP 14028.6083 -T5 21 SASH TOP & BOTTOM RAIL 44133, 606375 .050 • • • • •.096•} -•-.•j T. • • . • ::*•4•GI:A2N BEAD 5/16" • ••e •• •o ��? •• ••• • • • • • • •• • • + • i•i • ter OF IC Stk. kq nab SHEET 9, • ilk /ogle Dot F 2/W-7848,1..--113 . ¢ 0 V$ 3.* Q FLANGE FRAME SILL 44138, 6063 -16 O HORIZ. ROLLER TRACK 44131, 8063 -T6 -+� 1.081 k- 0 SASH MTG. RAIL 440060. 6063118 -T6 uou 1.096 —I • --•I 0 GLAZING BEAD 7/16" 94222A, 6083-75 62 C) FRAME SILL ADAPTER 84137, 78 L1 17 FIXED MEETING RAIL 440548, 8083HD-T6 1.149 294.-1 37 SASH SIDE RAIL 44126, 8063 45 .878 .050 1.115 O GLAZING BEAD, 7/16" 4985C, 6063-T5 (USED W/ GRILL KIT) r1.513� FM° 738 .443 I 0 SASH STOP COVER t�4053, 6063 -T5 13 FLANGE FRAME JAMB #4002A, 608348 IL 178 1.0964 2 0 GLAZING B , 5/16" X8,6083 -T5 .83 Q GLAZING BEAD, 13/16' 44067, 6083.75 1H70 TECHNOLOGY COVE N•OKOMIS. FL 34275 P O. BOX 1828 NOKOMIS, FL 34274 FiGT EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better &MY.r .u" a.e a.pw wR ,H�jio Halt 17 a 11 I 4127 -10 I B ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • 6 • • • • • • • • • •• •• ••• • • ANCHOR QUANTITIES, XOX (1/4- 112114) WINDOWS TABLE 4 GLASS TYPEa ANCHORTYPE3 2.3. W000 2. 00N0 D,E,F,J,K,L 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES zoNes ZONES WIKKIVY SIZE 'HEAD 8 Sal r 53.125 x 38375 1+C2 +1+02+1 48000 1+02+1+02+1 50.626 1+02+1 +02+1 54.000 1+02+1 +02+1 60.000 1K2■1 +02+1 63.000 1+02+1+02 +1 60600 x 38.375 1+2+1+42+1 48.000 1+02+1 +02+1 50.626 1+02 +1+02 +1 54.000 1 +0x+1 +02+1 60.000 1+42+1+02 +1 63000 1+C2+1+241 74:000x 38.375 1+(2+2+02+1 48.000 1 +C2.2+041 50.875 1+01+2+02 +1 54.000 1 +02+2+02•1 60.000 1 +02+2+42.1 83.000 1 +0.2+02+1 3 1 +02+1 +02+1 3 1 +02+2 +C2.1 31+0+2+0+1 3 1 +02+2+02 +1 3 1 +03+2'C3+1 84.0004 38.375 1+02+2+2+1 2 1+0242+02+1 2 1 +02+2+02+1 2 1 +02+2+42+1 2 1+C2+2+02+1 2 1 +02.2+02+1 48.000 1 +C2+2.0.1 50.626 1 +02+2+02+1 54.000 1+02 +2112 +1 3 1 +02 +2 +02 +1 3 1+02+2+02+1 60.000 1+02 +2+02+1 3 1 +02+2+02+1 3 1+42+2+02 +1 63000 1 +02+2+42+1 108375x 38.375 1+02+2+02+1 48.000 1+02+3.02+1 50.626 1+02 +3+42+1 54.000 1 +C3+3+0+1 60.000 1+03+3K3+1 63.000 1+C3 +3+C3+1 111.0002 38.375 1+02+3+02+1 • • • 6100;11 '• )25 i •j2 j+c8.1 to HEAD 8. SIl HEAD & SOl HEA0.8 SILL HEAD 3 GILL HEAD 1. SILL 2 1 +12 +1 +02+1 2 1.02+1.2 +1 21 +02+1 +02+1 2 1 +02+1+02+1 2 1 +02.1+C2+1 3 1 +02+1 +02+1 3 1 +02+1+0241 31+02 +1 +02+1 3 1+02+1+02+1 3 1+02+1+02 +1 3 1+02+1+0 2+1 3 1 +02+1 +02+1 3.1+C2+1442+1 3.1+02+1+02+1 3 1 +241+02+1 3 3 9 1+02+1 +02+1 3 1+42.1K2+1 3 1.02+1 +02+1 3 1+02.1 +02+1 3 1+02+1+02 +1 3 3 1+02+1 +02+1 3 1+42+1+02+0 3 1+C2+1+C2+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 3 1 +2+1+02 +1 3 1+02+1 +02+1 3 1+2+1+0. +1 3 1 +02+1 +02+1 3 1 +02+1+42 +1 3 2 1.02 +1+02+1 2 1+02+1+02+1 2 1.42+1442+1 2 1 +0„ +1+02+1 2 1+C2.2+C2+1 2 3 1 +02+1+2+1 3 1+02 +1+02 +1 3 1+02 +1+2 +1 3 1+02+1+02+1 3 1+02 +202.1 3 3 1 +02+1+02.1 3 1+02+1 +02+1 3 1+02+1 +12+1 3 1 +(2+1+(2+1 3 1 +02+2+02+1 3 3 1+02+1 +2+1 3 1 +02+1 +02+1 311 +02+1 +02+1 3 1 +02+1+02 +1 3 1402+2+02+1 3 3 1.02+1+03+1 3 1+42+1+2 +1 3 k 1.42 +1 +42+1 3' 1+02+1+02+1 3 1+03 +2+03+1 3 3 1+42+1 +02+1 3 1+42+1 +02+1 3 1+2 +1+02+1 3 1 +02+1+02+1 3 1 +03+2.03+1 3 2 1 +02+1 +02+1 2 1+2+2+C2+1 2'1+2+2442+1 2 1 +02.2+02+1 2 1 +2+2+02+1 2 3 1+43 +1 +02+1 3 1 +42+2+02+1 3-10242+C2+1 3 1+02 +2+02+1 9 1+42 +2+02+1 3 3 1.02+1+02+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1 +2+2+02+1 3 1+C2.2032+1 3 3 1+02.1+0.1 3 1+02+2+02 +1 3 1 +02+2+02+1 3 1 +03+2+02+1 3 1 +02+2+42.1 3 1+02.1+02+1 3 1+02 +2+02+1 31+02.2.0 +1 3 1 +C2+2+42 +1 3 1+03+2 +03+1 3 3 2 3 1 +02+2+02+1 3 1 +42+2+02+1 3 1+02 +2+02+1 3 1+03+2+02+1 3 1 +12+2+02 +1 3 3 1 +02.2+02.1 3 1+C2+2+C2+1 3,1+42+2+02+1 3 1 +02+2+02+1 3 1 +02+2+02.1 3 3 1+02+2+03+1 3 1 +02+2+02+1 3 1+02+2.03+1 3 3 1+03 +2+03+1 3 1+12.2+02+1 3 1 +03+2+03+1 3 3 1+02+2+C2+1 3 1 +03+2+03+1 3 1.C3+2+C3+1 3 1+03 +2+12+1 3 1+03+2 +03+1 3 2 1+42.2+02+1 2 1+02 +3+02.1 2 1 +02.3+03+1 2 1 +02+3+02+1 2 1+02+3+02+1 2 3 1 +(2+2+02+1 3 1+C3+302.1 3 1+0+3+0+1 3 1+02+3+02 +1 3 1 +pM+03+1 3 3 1+02 +2+02+1 3 1+03+3.03+1 3 1+03+3+43+1 3 1 +02+3+02+1 3 1+03+4 +03+1 3 3 1+02.2+02.1 3 1+03 +3403+1 3 1+03+3+03+1 3 1 +2+3+02+1 3 1 +04+4+04.1 3 3 1 +02.2+02+1 9 1.04+3+04.1 3 1 +C4+3.04+1 3 1 +02+3+02+1 3 1 +04+4+04 +1 3 3 1 +02+2 +02+1 3 1404 +3+04 +1 3 1 +04 +3+04+1 3 1+03 +3+03+1 3 1 +04+4+04+1 2 1+02.2K2+1 2 1+42+3+02+1 2 1+02+3+(2.1 2 1!22+3+02+1 2 1 +2+4+02+1 2 • 1:02+20412+1 3 1+03 +3+03 +1 3 1 +03+3+03+1 9 1+02 +3.02+1 3 1+03+4+03+1 • 2+2+1 3 1+03+3 +02+1 3 1 +03 +3 +03+1 3 1+02+3+02 +1 3 1+03+4+03+1 +8 *C2.2+82.1 3 1 +0+3+0+1 3 1 +0+3+03+1 3 1+02 +3+02+1 3 1+01+4+04+1 • 60.000 1 +03.3+0 +1 3 1 +C2 +02+1 3 1 +04+3+04 +1 3 1+04 +3+0441 3 1 +02+3+02+1 3 1+04+4+04+1 3 3 3 83000 1 +C3+3+03+1 3 1+02+2+12 +1 3 • a • g•- • •F.IO • •+ *1 AK Dowdy AK ••• • • • • ••• • • 4+• • 311341E • • • • • • • • • •• •• • • • • itA ri+.mdr, J.L • • • • ••• • • • • • +04+3+04 +1 3 1 +04+3+04+1 3 1+0+3+03+1 3 1+0$+4 +05+1 3 • ••• • R&M AVIkORA$EF Ui4T: HEAD 4 S&L CLUSTERS SPAT Q GLASS 7YPE30 THRU L Orr I( 3/7306 1070 TECHNOLOGY DRIVE NOKOMOR PL 34275 P.O. BOX 126E N020108. FL 34274 Visibly linter NOTES: 1. ANCHOR TYPES: 1 -1k' ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 -1112 STEEL SCREWS (05) 2, GLASS TYPES: A. 5118' LAMI - (1N" 1/8" A) B. 5/18' LAMI - (111' A..090,18' HS) C. 5116' LAMI - (1/8' HS..090,118' HS) D. 7118' LAMI - (3116' A -090, 3118' A) E. 7/16* LAMI - (3118' A,.090, 3118' HS) F. 7/18' LAMI - (3118' HS,.1390, 3116' HS) G.13116' LAMI 10 -1/8' OR 3118• A, 8/18 OR 318* SPACE, 5116' LAMI - (1B' A..090.1/8' A) Fi 13116' LAMI 10-118' 0213116* A, 6118' OR 3/8" SPACE, 5118' LNIM - (1/8'A,.090,18' HS) L 13116* LAMI ICN -116" OR 3116" A 5116' OR 318' SPACE. 5116.0188 - (1/8' HS,.090,118' HS) J. 13/16' LAM X3 - U8' OR 3116' A, 3118' OR 114' SPACE, 7118' LAMI- (3(16' A..090. 3/16" A) K.13116" LAMB KN -116' OR 3118' A, 3/18' OR 1/4' SP ACE, 7118' LAM -(3M6' A..090, 3118' 444) L. 13116 ' LAMI IO -Mr OR 3118'A,3116'OR114' SPACE, 7116' LAMI - (3/16'14S..090,3/1(' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED 014 THE FOLLOWING A DIMENSIONS. FOR WIDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & 8ILL: 10112* MAX. ON EACH Sew 04 MEETING RAIL CENTERLINE. 25314' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AN) 221/2' MAX. O.C:. TABLE KEY: A A 2 11+4:3+4+C3 +11 31+- -- ANCHOR QUANTITY PER JAMB 9' REF. r i HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SLL (3' MW. O.C. ANCHOR SPACING) 25 3/4' max. MIN. O X MTG..RAIL, TYP:-) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) L I7' REF. r 263/4" MAX 1 N2° TYP. 1+-3* MIN O MTG. RAN., TYP. A EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS bewilior ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM HORIZONTAL ROLLER WINDOW, IMPACT WS] 8 d 11 re*. 27 -10 Swisailmht 407710 ••• • • • • • • • • • • • • • •• •• arg 8 • ANCHOR QUANTITIES. XOX (144/3 -113) WINDOWS GLASS TYPEa` AAA TYPE & SUBSTRATE A.B,QH 2.3. WOOD 2, CONC ZONES 2DIEs TABLE 6 C.D.E,F,L110,1. 1, CONC 2,3. WOOD 2 CONC 1, CANC ZONES PONES ZONES ZONES WINDOW 812E v t1 411030x 38375 4&000 50.805 51.000 80.000 63.000 53.125x 38.375 48.000 50.825 54.000 60.000 83.000 60.00Dx 38.375 48.000 50.625 84.000 80000 83.000 HEAD & SILL I HEAD & SILL 1+02+1+02+1 2 1 +02+1+02 +1 1+02+1+02+1 3 1+02+1+02+1 0 HEAD & SILL HEAD & SILL HEAD& SILL HEAD & SILI. 2 1+02+1+02+1 2 102+1+02 +1 2 1+02+1+02+1 2 140+2+1+02.1 2 3 1+02+142+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 1402+1+02+1 3 1+02 +1+0241 3 1+02+1+02+1 3 1+02 +1+02+1 3 1+02+1 +02 +1 3 1+02 +1+02+1 3 1+02+1 +02+1 3 1 +12+1+02 +1 1+02+1 +02.1 3 1+02+1+02+1 3 1+02+1+02+1 3 1.02 +1 +02+1 1+02+ 1+02+1 3 1+02 +1+0,241 3 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02 +1+02+1 3 1 +02+1+62+1 3 1.c2+1+024-1 3 1+02+1+02+1 3 1 +02+1 +02 +1 1 +02+1 +02.1 3 1+02+1+02 +1 3 1+0241+02+1 3 1+02+144:2+1 2 1+62+1+62+1 2 1 +02 +1+1241 2 1+02 +1+02 +1 2 1+02+4+02+1 2 1+02+1+02+1 2 1+02 +1 +02+1 3 1+02 +1402+1 3 1+02+1+02+1 3 1402+1+-02+1 3 1+02 +1+02+1 1 +02+1+02+1 3 1+02+1+02+1 3 1.02 +1+12 +1 3 1+0`.2+1+02+1 3 3 1+02+1+02+1 3 1+0241+02.1 3 1+02+1402+1 3 1+02 +1+02 +1 3 1+02 +1+02+1 3 1+02 +1+12+1 3 1•020 +02+1 3 1+07+1+02 +1 3 1402+1402+1 3 1+02+1 +02+1 3 1 +02+140+1 3 1 +02 +1+02+1 3 1+02+1 +02+1 3 1+0241+0241 3 1+03+1+03.1 3 1+02+1 +02+1 3 1+02+1+02+1 1+12 +1.02+1 2 1+02.1+02+1 3 1 +02+1+02+1 3 1+02+1+02 +1 3 1402+1+x+1 3 1+03.1+0341 3 2 1+2+1 +02+1 2 1+02 +1+02 +1 2 1402+1+02+1 1+02+1+02+1 2 1+02+1+02+1 3 1+02.1 +02+1 3 1+02 +1+2.1 3 1+0z +1+ca+1 3 1+02+1+02+1 1+02+1 +02+1 3 1+02+1+02+1 3 1+12.1.62.1 3 1+02 +1+:2+1 3 1+02+1+02 +1 3 1+02+1 +02+1 3 1+02 +1+02+1 3 1+02 +1+02 +1 3 1+02+1402+1 3 1 +02+1+02 +1 3 140241+02+1 3 1402+1+02 +1 3 1+02+1+02+1 3 1+02 +1+02 +1 3 1+02+1+62+1 3 1+02 +1+02+1 3 1+02+1 +02+1 3 1+02 +1 +02+1 3 1+03.1+03+1 3 142+1+2 +1 3 1+02+1+02.1 3 1+02 +1+02 +1 3 81101002 38.375 48000 50.8% 54.000 60.000 63.000 74.000x 38.375 48000 50.625 64.00D 60.000 6300D 84.000x 38.375 48000 50.625 54.000 60.000 86.Ex311 48" • 504585 • ` O • • • 60.000 63.000 1+02+1+12+1 2 1402+1+02+1 1+02+142+1 3 1+024140141 2 31 1 +02+1 +02+1 2 1+03+1 +03+1 1+02+1 +02+1 3 2 1+02+1 +02+1 1+02+1 +x41 3 1 +43+1+030 3 2 1+02+1+x+1 2 1+02+1 +02+1 1+02+1+02+1 3 1+02.140241 3 1+02+1 +02+1 3 1+02+142+1 3 1+02+1402+1 3 1 +02+1+02 +1 3 1+02 +1+02 +1 3 1402+1+02+1 3 1 +02+1 +02+1 3 1+1241 +62+1 3 1402414002+1 3 1+02+1 +02+1 3 1+x+1+12 +1 3 1+02+1 +02 +1 3 1+0341+03+1 3 1 +02+1 +02+1 3 1+02+1+62 +1 3 1+02.1+02+1 3 1403 +1 +03+1 3 1+02+1+02+1 3 1+13+1+03+1 3 1+02+1 +02+1 3 1+12+1 +02+1 3 1+03 +1+03+1 3 1+03+1 +03+1 3 1 +42+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 2 1 +02+1+132 +1 2 1+02+1 +02+1 2 1+02 +1+02+1 2 1+02+1 +02+1 2 1+02+1+02 +1 2 1+02+1+42+1 3 1 +12+1+132 +1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1+x+1+02 +1 3 1+02 +1+02+1 3 1+02 +1+12.1 3 1+02+1+02+1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1.62 +1 +0x +1 3 1 +03+1+03+1 3 1+02+1+02+1 3 1+02+1402 +1 1 +12+1+02+1 3 1+02+1 +02+1 3 1+02+1+02 +1 3 1+02+1+02+1 3 1+02 +1 +02+1 3 1+03+1+03+1 3 3 1+03 +1 +03+1 3 1+03+1+03+1 1+02 +1 +02+1 3 1 +03+1+03+1 3 1+02+1 +02+1 3 1+12+1+2+1 3 1 +03+1+03 +1 3 1+03+1+03+1 3 1+x+1 +02+1 3 1 +03+1+03+1 3 1+02+1.02+1 2 1 +62+1+2+1 2 1+02+1+02 +1 2 1+0241.C2+1 2 1+02 +1 +02 +1 1+42+1 +02+1 3 1 +02+1+02 +1 3 1+02 +1+02 +1 3 1 +12+1+02 +1 3 1+02 +1442+1 2 3 1 +02+1402+1 2 1 +03+1+03+1 3 1+012+1+12+1 3 1 +02+1+02.1 3 1+x +1 +62+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1+03+1+03 +1 3 1+02 +1 +02+1 3 1+02+1+02 +1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1.0341+03+1 1+03+1+03+1 3 1 +13+1+03+1 3 1+12+1012+1 1 +133.1 +03+1 3 3 1.x+1+03+1 3 1+02 +1+02+1 3 1 +13+1+03+1 3 1+03+1+13+1 3 1+02+1+02 +1 1Kq+1+cc+1 2 1 +0�2"4 "1"+�0�2+a1 •+GA,+1+C2+/ 3N +42+1w2 1 444+1g414 31. 2+%2+1 %APIA:id-A 1+82+1+0401 1•02 +1+02+1 3 1+824420 3 1 +03 +1 +G3 +1 3 1 +03+1+03+1 3 1•02+1+03 +1 3 1+04+1+04+1 3 3 3 3 1+02 +1402 +1 1+02+1+02+1 1+02+1 +02+1 1+03+1+0341 1 +03+1+03 +1 2 3 3 3 3 1 +02 +1+02 +1 1 +22+1+02+1 1+02 +1 +02 +1 1+03+1+03+1 1+03+1 +03 +1 2 3 3 140241401.1 1+02+1 +02+1 1 +02 +1 +02+1 3 1+02+1 +02+1 1 +03+1+03 +1 2 3 3 3 3 1 +02+1+02+1 1+03+1+03+1 1+03 +1 +03 +1 1+03+1+03 +1 1+03+1+03+1 2 3 3 3 3 - 1 +03+1+03+1 3 1 +02+1+02 +1 3 1 +03+1 +13+1 3, 1+03 +1+03+1 3 1 +03+1+03 +1 3 1+04 +1+04 +1 3, NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCON S 2 -114' ELCO 834 CRETE -FLEX 3 - 812 STEEL SCREWS (05) 2. GLASS TYPES: A. 516' LAMI - (114 A,.0133, 1N7 A) 8.516' LAMI - (118" A 080,118' HS) C. 5418" LAM 1- (118' H.L.oso. yr HS) D.7/8' LAMI - (311rA,.090, 314 A) E. 7118" LAW -(316" A 3/11714,11) F.718' LAMI -(308" HS,.090, 3116" HS) G. 13/16' LAMI IG -116' OR 3/16" A 5416' OR VW SPADE SPIV LAM - (VW 4.080.1' A) 0.13/16' LAM /10-118'OR316'A514'ot318" SPACE, 5 /16' LAM - (VW A..000.11WHS) L 13114 LAMM 10 1/4 OR 316• A, 5416' OR 314 SPACE, 5116' LAN - (1/8' 08,.090.148' 146) J. 1316' LAW IG -114 OR 3116' A, 316.OR 114 SPACE, 714 LAW -(316' A..090.316' A) K 13116" LAM) IG -1B' OR 316' A 316' OR 114' S PACE, 718" (3114 A..090.3114 HS) L. 13114 LAW t3 -1N" OR 314 A, 316' OR 114 SPACE, 714 LAM- (3116' W090. 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING L DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WIDOW IN TABLE. HEAD & SILL: 1011? MAX. 014 EACH SIDE OF AEETING RAIL CENTERUNE 25 314 MAX FROM CORNERS JAMBS: r MAX. FROM COWERS AND 22 11? MAX O.C. TABLE KEY: ® X O ^X� /1+03.1+03+1 t 3 1+- ANCHOR QUANTITY PER JAMB LHEAD AND .$UNANCHOR tMkgN fi1TES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3' MW. o.c. ANCHOR SPACING) � .r.3/4 MAX j I l �{ F-4-3" M1. 1 it REF. x o MTG. RAIL, TYP.-� A EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 26 314' MAX 1 1l? TYP. 1+3" MIN. MTG. RAIL, TYP.J A EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS irvvr Vas •tp"s • ••• • ivo • . ST• 11(t9B R3SE RAEF�MA7.HEA0aSLCLUSTERS y e • • • i Li1.O8 •A •nt#DSPA032D 80# ASSIYPESOIHRUL. • /,.,, I • • T/2&N6 J.J. 37308 F. a..,tfr FJC 070 TECHNOLOGY 01011E pimples, FL 34270 PD. 892 t328 100W0.0S. tR 31274 ecx ANCHORAGE SPACING, XOX (113 - 113 -1/3) Tar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT V1siLb Baer •senar 146710 Scaw NTS s _ a.m. 9 211 4127 -10 lbw B ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • it • ••• • • • ••• • • • • • • • • • •• •• ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 GLASS TYPE a A,B4O,H C,D,E,F.I,J,K L ANCHOR TYPE, 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 8 SUBSTRATE ZONES ZONES ZONES /MINES ZONES ZONES WIINDOW SIZE i b o X d m I 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.825 54.000 60.000 83.000 53.125 x 38.375 48.000 60.625 54.000 60.000 63.000 60.000 x 38.375 48.000 60.825 54.000 80.000 63.000 2 3 3 3 3 3 2 3 3 3 3 3 2 1 +02+1 3 1+02+1 3 1 +02+1 3 1 +02+1 3 1 +03+1 3 1 +03+1 2 1 +02+1 3 1 +62+1 3 1 +493+1 3 1 +03+1 3 1 +03+1 3 1 +03+1 2 1+02 +1 2 1 +02+1 2 1+02+1 2 3 1+02 +1 3 1 +02+1 3 1 +02+1 3 3 1 +02+1 3 1+02 +1 1 +02+1 3 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 3 1+02+1 3 3 1+02+1 3 1 +02+1 3 1 +493 +1 3 1+02 +1 3 1+03+1 3 2 1 +02+1 2 1+02 +1 2 1+C2+1 2 3 1 +192+1 3 1+02 +1 3 1 +02+1 3 1 +02+1 3 1+02 +1 3 1 +03+1 3 3 1+02+1 3 1 +492 +1 3 1 +03+1 3 3 1 +03+1 3 1+02 +1 3 1 +03+1 3 3 1+03+1 3 2 3 3 1 +03+1 3 1+C2 +1 1+02+1 1+02 +1 2 1 +02+1 3 1 +C2+1 3 1 +492+1 3 3 1 +02+1 1+03+1 1+03+1 2 3 3 1+02 +1 1+C2+1 1 +02+1 88.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 •• • •11,010 • •f8r • 84.050 •• ••• • 60.000 63.000 • • • 1 +493+1 1 +03+1 1 +03+1 1+02 +1 1+0,,,2+1 1+03+1 1+03+1 1+03+1 1+03+1 2+2+2 2+02+2 2+03+2 2+03+2 2 +03+2 1 +03+1 2+02+2 2+2 2+403+8 2413.1 2+0+2 2+03+2 • greaser F:K F.K 2128,06 3 1 +02+1 3 1+02 +1 3 1 +03+1 2 1+02 +1 3 1 +02+1 3 1 +02+1 3 1+02+1 3 1+03+1 3 1+03+1 2 1 +02 +1 3 1+02 +1 3 1+02 +1 3 1 +02+1 3 1 +03+1, 3 1 +03+1 2 2+02+2 •3 02+C/08 •3 • •242 +2 '3 ••L141+1 � ' 3 1 +03+1 3 3 3 21 1+03 +1 3 1+02 +1 1+02 +1 3 2 1 +03+1 1+02+1 1+02 +1 3 1 +63+1' 3 1 +02 +1 1+62 +1 3 1+03+1 3 3 1 +03 +1 3 1+03+1 3 1+193+1 3 1 +02 +1 3 1+(.'3+1 3 1 +03+1 3 1 +03+1 3 1 +03+1 3 1 +03+1 3 2+02+2 2 1+0.2 +1 2 1+02 +1 2 2+02+2 2 3 3 3 3 3 2 3 3 311 2+03+2 3 1 +02 +1 3 1+C2+1 3 2+03+2 3 2+03+2 3 1 +03+1 3 1 +02 +1 3 2+63+2 3 2 +03+2 2+04+2 3 1 +03+1 3 1+02 +1 3 2+03+2 3 1+03 +1 3 1+03+1 3 2+04 +2 3 2+04+2 3 1 +03+1 3 1+03 +1 3 2+04+2 3 2+02+2 2 2+02+2 2 1+02 +1 2 2+02+2 2 2+03+2 3 2+02+2 3 1+492 +1 3 2+03+2 3 2+03+2 3 2+03+2 3 1+02 +1 3 2+03+2 3 2+03+2 3 2+03+2 3 1 +02 +1 3 2+03+2 3 ••• • 3 3 2 3 3 3 3 3 2+94 +2 3 2+03+2. 3 1+03 +1 3 2+04+2 3 2+04 +2 2+02 +2 3 2+63+2 3 1+03+1 3 2+04 +2 3 2 2+02+2 2 2+01 +2 2 2+02 +2 2 2+C3+2 3 2+03+2 3 2+02 +2 3 2+03+2 3 2+03 +2 3 2+03+2 3 2+02+2 3 2+03+2 3 2 +03+2 3 2 +03+2 3 2+03+2 3 2+03+2 3 2 +494 +2 3 2 +03+2 3 2+03+2 3 2+04 +2 3 2+6.4+2 3 2+04 +2 4 RIVISSANCSORACIE 8 1147,. HEAD & SAL ausrE s ..•.PAC. D14670GLASSTYPES0?nRIIt 3/23 2+63+2 2+04 +2 3 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1µ' ELCO SS4 CRETE -FLEX 3 -1112 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5118' LAMI - (1A" A,.090, I/8' A) B. 5/18' LAMI - (1/8" A,.090.1/8' HS) C. 5/18' LAMI - (1/8' HS.090,1/8' HS) D. T116' LAMI- (3/18' A.090, 3/16" A) E. 7/18" LAMI - (3PI8'A,.090. 3116" HS) F. 7/16' LAMI • (3M8' HS..090, 3/18' HS) Q 13/18' LAW 10 -1/8' OR 3118' A, 5/18' OR 3/8 SPACE, 8118 LAMI H. 13/18' LAMI -118 OR 3/18 A, 5118 OR 3/8'SPACE, 5/18• LAMB L 13/18' LAMS 48 -1/8' OR 3118' A, 5/18 OR 3B' SPACE, 5118 LAM - J.13/18' LAN) 43-1/8' OR 3/18" A, 3/18' OR 114" SPACE, 7118 LAMB - K.13116' LAM K3 -1/8' OR 3/18' A, 3/18' OR 114' SPACE, 7M8' LAMI L. 13118 LAM 10 -118'Oi 3/18' A, 3118 OR1/4"SPACE,7H,LAN - (Ur A,.090,1/8'A) - (1B'A,.090.18" HS) (10P H8.090,1/8 HS) (3118 A,.090, 3118' A) - (3/18 A.090, 3118 HS) - (3/18'191,1390, 3118' HS) 3. 'WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DONS. FOR WINDOW SIZES NOT SHOWN, Go TO NEXT LARGER WINDOW IN TABLE. HEAD & SU .: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTER.INE, 183/4 MAX. FROM CORNER& JAMBS: 9" MAX. FROM CORNERS AND 221/2' MAX. 0.C. TABLE KEY: P. ® 12+03+21 3 I ANCHOR QUANTITY PER JANS 9' REF. 1 MTG. RAIL 1 HEAD AND SU/ ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEM AND 841. (3' MIN. 0.C. ANCHOR SPACSNG) 183/4" MAX. EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) L_ 9° REF. r 8314" MAX. 1/2' TYP. I .-3• MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 4070 TECHNOLOGY ORMYE NOKOMIS, FL 34273 P.O. MN( 1129 NOKOMIS. 8.34274 PINTANCHORAGE SPACING. OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW. IMPACT Via,* Bitter s"r+sat aw Soot a.t�r. tR710 A(TS 10 d 11 4127 -10 B ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 3KSI CONC. 1x W000 (SEE NOTE 3) 31481 CC NC. A CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A MAX. A SHIM 2x WOOD (SEE NOTE 3) ® moo ANCHOR W/#12 HEAD SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS.8 -10) TYPICAL HEAD SECTIONS J Ca (HEAD & SILL DETAILS) CONCRETE ANCHOR W /#12 HEAD (SEE 1 THIS SHT. AND NOTE 3 MTS. 8-10) 114' rSHIM MAX DETAIL B 1/4" MAX: SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY ® APPROVED 1/4* ELCO TAPCONS OR 1/4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2". 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE 812 STEEL SCREWS (G5) OR 1k 1M 834 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PARE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL F 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 GRAS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 45 AND A MINIMUM 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#12 MEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THEM CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT MUTED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004. SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4• MAX. SHIM —A-I 318" MN. A OODANCHORW/#12•KEAD TIF ltlllh �I� I B33 (SEE NOTE 2THIS SHR. AND NOTE 3 SHTS. 8.10) ANCHOR W/112 HEAD (SEE NOTE 2 THIS SHIT. AND NOTE 3 SHTS. 8-10) 114" I11 MAX •• ••• • • • • • • • • • •• ••• DETAIL C 2x WOOD (SEE NOTE 3) • • • •• TYPICAL SILL SECTIONS • • • • • •• • • • •• ..s DETAIL D DETAIL E 114' MAX MM- J 1- CONCRETE ANCHOR W1#12 HEAD NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) • 1 • ••• -• 11Nr • Atre,i.! • • • • —1578 TE HN0L xir DRIVE • • 6/07/00 •ma• IL•VSE ED1 MTh, f31!< vT& sHr. A aCEs NOK0MIs, Ft 30275 . • • • • • • •S'13A9 •A • MD 140705. • • • PA BOX 1525 •,. NOKO•8, R. 342F4 F.K ? pB JJ 3'234$ F INTERIOR (BOTH JAMB DETAIS) MEM A 1114' MIN. (1.5KSI CMU) OR ' 1 3/8' MN. ." (3KSI CONCRETE) x WOOD BUCK (SEE NOTE 3) DETAIL F TYPICAL JAMB SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT VisrldjA3atarr } d 11 1 �aw4127 -10 HMO Haff 11 Rn05A L. Gat P.E. PE 538712 swami ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• .• • • • • ••• • • • • • • • • • • • • • •• •• MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (INCA) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Ted urology Drive Nokomis, FL 34275 This NOA is being issued ands the applicable rules and regulations governing the use of construction teals. The won 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 Ivliaml Dade County) reserve the right to have this product or mutedal tested for quality assurance purposes. If this product or material fails to perform in the accepted meaner, 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 fail to meet the requirements of the applicable building coda This product is approved as described twain, and has been designed to comply with the Florida Building Coda, including the Hlgh Velocity Btur&eae Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube C7[pped MulRou L.M.L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevadons Aluminum Tube Clipped . Mullion ", sheets 1 through 7 of 7; dated 0428100, with last revision on 05/30106, prepared by POT Indus, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Coati Renewal Stamp with the Notice of Acceptance number and expiradon 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 stakoment "lei -Dade County Product Control Approved", unless otherwise noted RENEWAL of this NOA shall be considered alter a renewal applicadon 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 expiradon date or if there hat 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 wends Miami -Dade County, Florida, and followed by the expiration dote may be displayed in advertlsing iitermtue. If any pardon 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 numufacturer.or its • • , and shall be available for inspecdon at tie job site at the request of the Building Official. • .. • • •••• This NOA renews and revises NOA if 04-0523.05 and consists ct this page 1 and evidence I 1 and Vg, te. • well as approval mentioned above The submitted documentation was reviewed by Jaime D. Gaston, P.E. .... • • • • • ••• • MIAMI-DADE COUNTY, FLORIDA METRODADE FLAMER BUll D1N i 140 Willi FI.AC.LER EMIT, SUITE 1693 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2906 yaaastageadsoliasann 66A o• N6k We864)125.V7... Eicpkutlen Daft fans28,Z1U• Approvd eatetiuly 20, 2006, • • • •••• • • • • •• • • • • . • • •••• PGT Industries NOTICE OF ACCEPTANCE: EVID A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS L 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 lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, 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. FTI. -2903, dated 01/05/01, 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 4" 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/x, signed and sealed by R4grel1. Clark''. P.E. E -1 • •••• •- • •••• •••• • • • • •• • •••• • • • ••• daim•D.'Gascob, $8r.; Chief, 1R c Ca trol ntvWpn :NCrA Ito 06-0124N E mtratio ; any 28.1: Apmro duIy 2• •• • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 040528.05, issued to POT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 • • • • • •• • • •••• • .•• • • •••• •• • • • • • •• • •••• • • •••• • ••• JAhneD. Gascony '. • ���+01 Division P •NO Dlvl A 1�10 06-0125W Dato� June *2U.1• Approva1IateiJuly AM* ANCHORS DETAIL 'B C' OR b' AT 90774 ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS M1) 112) W =W1 +W2 H H1 +H2 (2) WINDOWS MULLED WfoNE ABOVE FOR DETERAWAS MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAM 5, 6 & 7 14AX OPE*IG - H OR H1+H2 NULL LENGTH on • 0R W1 +1112 MAX OPEINWG = • OR W1 +162 MULL L LENMGTH Ns HI ANCHORS DETAIL C' OR b' AT 80771 ENDS AND AT BO770MS • as Wt +W2 +W3 H Hi +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR OETERERNITC MAX ALLOWABLE DESIGN PREP SEE TABLE'S DN PAGES 5, 6 & 7 Ma) MAX OPENING = H OR H1+H2 MULL LENGTH s • OR W1+W2+W3 M4) MAX O G=W1+W2OR W2 +113 MULL LEMON = Nt 1. THE 33 1/32 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 77-115 PRODUCT. 2, 3 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS 4. REFERENCE.. LEW SEPORTSt Fu. -04„ 2903 AND 2975. • •NQA: •04.(x121.01. 03- 0225.05 • • A�A.NAS- s�t•fgOR WOOD CaNSTRUCTmN • . • UIWMUA/ DESIGN MANUAL 5. THIS PRODUCT HAS & 11:bItD TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BULLRING CODE 2004 EDITION FOR THE HIGH VELOCITY Are NYUO=KS OTTOW, AST Br54:K SIZED PROPERLY TO TRANSFER LOADS ® rosy .. • • • • ANCHORS DETAIL "e", T. OR 'D' BOTH ENDS ANCHORS DETAIL V. b' OR ir BOTH ENDS MULLIONS W •• W1+W2 (2) WINDOWS MULLED _TOGETHER FAR DWG MAX ALLOWABLE DESIGN PRESS1RE SEE TABLES ON PACES 5. 6 & 7 MAX OPENNG a W 0R W1+62 MULL LENGTH = 11 FOR ANCHORAGE TYPE; OUANTRY AND LOC4TiON, III fo H s H1 +H2 (0 WINDOW MULLED W /ONE ABOVE' FOR DETERIIN ING MAX ALLOWABLE 0ESi06 PRESSURE SEE TABLES ON PAGES 5, 6 & 7 WXOPEMNG =I1ORH1 +H2 MULL LENGTH = W REFER TO SHEETS 07- TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS K #30112 PE Ithatosol • 3 5/06 brc. } See -MD lEM REIS HEAVY WALL ELEVATIONS wa•nrrEat°°ra sX ALUMINUM TUBE CLIPPED MULLION pntoliw Mr. 6221 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• PGT 1x M MULLION CUP. CUT RANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PCT ix M FOR 1 MULL TYPICAL MULLION TO MULLION INSTALIATION. DETAIL 14` /12 FH SMS STAGGERED ON OPPOSITE SIDES PGT ix (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 /12 SCREW, SEE NOTE 3 SEE •' NO WOOD BUCK REMOVED TO CONCRETE WOOD r BUCK *nlioyp /12 F1.1 SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH WEI WOOD BUCK. DETAIL 'B 1. FOR CONCRETE APPLICATIONS W MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE 15 2 1/2'. AM. EMBEDMENT: TAPCONS 1 1/4". CRETE-aEX 1 3/4" NO 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2' 4. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR dh STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR PGT 1x AliiLUON--- .04 V. • B1:12WRI"Wlitir":"652"72112REMOVED FROM CONC.. DETAIL C' 2" OR 4' 21(np),,,oyp SEE NOTE 1 ANCHOR L0C.4I1DN $E SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL- TO-CUP TO IIPICHORS FROM CLIP-TO-OPENING (MINIMUM OengagnyCWVIIR• P . • • 5. IMPCIEME: - VOW, ABOVE MS FOR picrowkic REPRESENTA7V-MiY. 'FOR VORREQT AlitIANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR CDROM' matirNor 'stoma THESE DETAILS ARE NOT PART OF 1746 APPROVA6.• *le critiper WPf 4LUMINUM TO BE PAINTED OR PLATED. 6. REFERENtE:TIV:Reemt rnf29°11.' .29e.3::AND 2971 • • ••• •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BUCK /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR. SEE NOTES 1 & 3 TYPICAL MUUJI2N TO STRUCTURE WITtl WOOD BUCK AND CONC.. DETAIL "El TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robed L Clerk P.E PE #3(0712 Stnotural IWO troxixocr DRIVE NOM= ft 34275 AO PDX IS29 XOXONS. R. 34274 17.11K.* 1730/(NI MVP' NOM 3 & 5 r4'04 re-te EKED. DETNLS vossw al* P.J.P. 4/28/00 °V' 1 HEAVY WALL, CUP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION • 1 ANUS NTS1 2 7 "." 6221 i1 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG 11099 fi- 1 " MULL cUP W/TABS REMOVED (CUP TO MULL) ,EXTRUSION DWG 11099 l2JP LENGTH CHART FOR Ix &q. MULL SIZE • 1 x2x3/8 1x2.1/4t.1 t x 2 J/4 x 21/32 1 x4x3/D •• • •• • • • • A 7WN0 (2) ANCHOR © THREE (.3) ANCHOR LOCATIONS LOCATIONS 1 ONE (1) ANCHOR SOM( MIN. TWO (2) ANCHOR LOCATION IN. WP. NOTES; 1. TAUT: QUANTITY OF ANCHORS SHOWN ARE FOR P( CENTA7ON ONLY. FOR CORRECT QUANTITY • i •PLEASE RENTER TO CHARTS 1 MOWN 4 ON • SWEETS•$• 6.410 7. FIND THE CORRECT SULL SfZE AND i PI • E •REQ FOR YOUR SPECIFIC APPLJCATIQN. Z 3/88 WM kW. O ;1N4CE APPLIES 70 ALL DIMENSION SWIM • • • •,6• •• • • • • • • • • v. • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• REPORTS: F L -290& 2903 AND 2975. O FOUR (4) ANCHOR ISICADIZIS (2)EQ.SP.® (A- 3/4)/2 O THREE (3) ANCHOR LOCATIONS a , SIX (6) ANCHOR LOCATIONS IN.TYP. (4)EQ.SP.0 (A- 3/4)/4 estessano irf _ IIN. ® FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert 1- P.E. Nti•e4rd llGW* FL 34271 P.O. X 1021 take E a. 34274 F 06 HIS Siff PJ.P. .' AIM QUUtl1flfl HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Lee MULLS Taw. TS I'" 3 •• 7 I°�'`'' "` 6221 D • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• 1 x HEAVY WALL MULLS MAT'L: 6063—T6 NOTE; 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 • • ••• • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • • • •• • • •• 0•• •• • • • •• • • • • •• • • • • • 34 70 BE USED _f2tILY WITH PGT INDUSTRIES PRODUCTS s?v/ob. . PE Wit PI* Struaturd "" :1t /08 v"i6 c n s►rr §3/06 C QG nes SW p 4/00 1 " HEAVY WALL, MULLION PROFILES t wzmower 34275 P.O. SOX t549 R. 34274 ALUMINUM TUBE CLIPPED MULLION Osamfts No. �uuus X I 4 " 7 1 6221 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• • • •• •• • • • • • • • ••• • • • • CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR 50 — 60 CUP TO (2) A (3) A 2) A OPBNNG (3) B (3) B (3) OPE NNO WIDTH IN MOWS 70 80 90 (3) A (3) 8 (2) A 3) A (3)B (3)B (2) A (3) A (3)8 (3)B (2) A (3) (3) (3) CUP TO muu ® (3) 8 (3) B (3) B 41'. 170 170 170 48 170 170 170 6Q9a 170 170 161 64 168 170 147 901 145- 152 127 z 63 131 131 112 113 113 97 74 88 88 73 78 73 73 62 1 (3) (3)B (3)B (3) 8 (3) (3) B (3) 100 (2) A (3) (3) A (4) 110 120 A (3) A (2) Al (3) A (4) B (3) B (4) B co (3) B 130 160 (2)A (3) (3) A (4) (2) A (3) A (3)B (4) B (3) 8 (3) B (3) 8 170 170 170 170 170 _ 170 181 170' 148 170 135 165 170 170 170 170 170 154 170 140 * 170 150 138 170 170' 149 170 170 170 149 134 128 153 121 146 119 170 142 134 (3)B (3)B (3)8 170. 170 170 170 149 170 170 134 170 118 131' 112 116 99 116 97 73 82 99. 85 85 55 65 54 54 101 107 90 90 100' 84 100 84 96 se 78 67 84 54 90l 43 98 38 108 25 111 23 67 57 5445 43 37 38 30 25 21 23 19 45 37 30 50 53 40 40 32 32 28 28 77 77' 58 - 58 49 49 45 45 72 54 45 72 64 45 41 e8 50 41 • 42 e8 50 42 65 48 40 38 38 38 (3) 8 (3) B (3) B (3) 8 170 149 141 118 141 93 e5 48 46 46 40 38 38 36 35 35 134 118 170 170 170 141 92 78 63 45 37 33 • 92 63 45 37 33 21 18 18 35 T 3S _ 32 28 28 26 23 23 21 16 16 32 26 21 30 24 19 30 24 t9 28 22 18 28 27 27 22 21 21 18 17 17 26 20 26 20 16 16 170 170 149 , 170 134 170 17� 141 • 92 92 , 76 ._ 76 63 63 44 44 36 38 32 32 24 24 19 19 15 15 19 17 17 15 15 CHART 1. -12 2x.375 QTY. 8: TYP. OPENING WIDTH IN INCA ANCHOR 50 60 70 80 90 100 110 120 130 160 CUP TO (2) A (2) A (2) A (2) A A (2) A (2) A (2) A (2) A (2) A OPBNNO (2) 8 (2) 8 (2) 8 (2) B (2) 8 (2) 8 (2) B (2) 8 (2) B (2) 8 CUP TO MAL AS (1)8 (1) (1) B 4?y155 48 129 58.6264 115 54 94 60 87 63 58 68 50 71 32 78 30' 84 24 90 19 96 18 142 134 (1) 116 107 130 (1) B 130 (1) B 130 (1) 8 •- 130 (1) 130 (1) B (1) B 130 130 102 100 99 99 99 99 99 100 81 58 49 43 91 73 85 82 80 80 80 80 80 58 51 47 84 k 44 44 38 40 34 37 32 83 62 1 82 42 41 41 35 1 34 34 30 29 28 62 62 41 • 41 34 34 28 ' 28 32 29 27 24 28 24' 21 20 20 22 20 18 - 17 17 25 22 18 17 16 15 20 17 16 18 18 16 15 - • • • • • • • • • • • r • • • • • • Vh. deal Ruli • • • • • • ••• • •• • • • • •• •• • • •i • • •14, �. • • • • • • • • • • L. • • • • • • • • • • • • • • •• • •• • 91ul8ple Mulled Unit Horizontal Mull T I--' ,,-I .dam: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET I. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4" TAPCONS. EMBED. (1 1/4) OR 1/4" SS4 CRETE -FLEX. EMBED. (1 3/4) a 112 SCREWS 5. SEE ANCHOR SPACING OETNLS SHEET 3 =r111.641•1110 , y� TO BE USED MX WITH PGr INDUSTRIES PRODUCTS MIS 9ff 5/06 KWIOD NEV YS 1� HEAVY WALL PRESSURE CHARTS 1 & 2 ' IMAM FL 34275 P.O. BOX 15211 11. 31274 ALUMINUM TUBE CLIPPED MULLION Etills"NwTS Draft •D. 6221 1 CHART 3. - 1x2.75x.650 • • •• •• • • • • • • • • • •••. • • • ••• • • • •• •• • • • • • • • • • s•• • • • • • • • • • ••• • • • • ••• QTY. & TYP. ANCHOR OPIM8NG WIDTH IN INCHES 83 80 70 98 1 120 ••• • • • - •• 41 • • . • o o (2)A 3 CUP TO OPENNG CUP TO MULL (2)B (2)B (2)B 42 48 625 54 80 83 66 72 76 78 84 99 98 108 111 170 170 170 (2) B (2) B (2) 8 (2) B (2) B (2) B (2) B (2) B f2) B (2) B (2) B (2) 8 (2) 8 (2) B (2) 8 ,' 4) d 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 168 170 148 170 148 169 141 181 138 158 137 157 137 157 137 157 137 157 - 137 169 138 158 129 ` 148 125 143 123 ` 141 123 141 123 - 141 123 141 123 152 170 135 133 152 117 125 143 110 155 124 142 116 133 112 128 109 125 108 124 108 124. 108 124 108 134 108 122 99 113 94 107 90 103 88 101 88 100 88 100 88 170 157 141 124 100 91 79 58 128 99 114 92 105 87 9g 83 95 81 93 80 118 135 103 108 108 92 91 91 77 84 84 . 71 118 93 107 86 97 81 85 75 82 73 79 73 92 81 81 73 73 67 67 63 63 60 58 56 58 58 77 68 r 68 61 81 58 58 52 52 49 49 47 47 48 48 45 45 71 63 83 58 56 51 51 48 48 45 45 43 42 42 40 40 30 23 18 87 67 57 57 50 50 44 44 40 40 37 37 33 33 32 32 30 54 54 46 48 40 40 38 38 32 32 30 30 28 28 25 25 23 44 44 38 38 33 33 29 29 28 26 24 34 23 23 21 21 20 20 18 31 31 28 28 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 • .• Veride& Mull Horizontal Mull 1:1; Multiple Mulled units -ruqr� • • • • • • • • • • • • • • • • •• ••• • •• • • ••• N 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING li7DTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE .7EST REPORT F7L -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS. EMBED. (1 1/47 OR 1/4" SS4 CRETE —FLEX. EMBED (1 3/47 B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • s• TO BE USED SNLy WITH PGT INDUSTRIES PRODUCTS '11! Mo /os u+ c ws sir "lir ryas c- Robert Q PE P.E. sw•er•a 453. 48/00 HEAVY WALL, PRESSURE CHART 3 1070 TEGwocoav oswc R. 34270 R. 34274 ALUMINUM TUBE CLIPPED MULLION wuus INSI 6 u' 7 6221 • • ..• • • • • •. .. • • • •• • • • • • . • • . • • • • •• • • • • ••• • • • • • • ••s • • • • •00 • • • • .•• CHART 4. - 1x4x.375 • • • •• • QTY. 8 TYP. ANCHOR CUP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A OPENING (4) B (6) B (4) B (8) B (4) B (8) B (4) B CUP NULL 170 WWI 170 170 170 170 154 144 170 170 170 170 170 170 170 Nam Nita 170 170 159 Ka gra X17 170 170 170 170 170 170 OPE SNl3 WIDTH IN INCHES (3) A (2) A (6)B (4)9 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 I1 170 170 170 170 154 144 170 170 170 170 WWI 169 143 133 170 170 170 170 162 ILIA 150 Ma 10i 134 ili1'J IKEA 60 J 140 tal WWI KUBIK] L 1&EII R ]I [ I KOWA 111 R A IlL11111Z1 90 ICA ILA 135 170 117 Nal IIVA 170 170 158 131 170 170 170 157 170 170 170 157 170 157 A ,(2).A (3) A 8 (41 (8)B 170 LLI 'J I ma tai 170 170 170 i 7 170 127 127 X17 127 170 121 170 117 189 116 116 165 116 120 185 110 148 103 128 112 92 84 59 27 112 64 69 27 95 78 54 SO 22 78 54 50 22 82 87 47 43 19 82 87 47 43 19 74 80 42 38 17 74 60 42 38 17 95 92 R] 112 ILLS 108 LJ ILE] 98 127 94 &] E111 ILAI Li WA 102 t 99 ILMILA 79 ILA ILA 99 83 93 80 89 78 87 111/2 11 .� IBM WU 1ICAI t7t 108 145 105 144 105 144 91 115 89 112 111 108 83 Ca 77 87 54 37 34 15 87 64 37 34 15 82 50 34 31 SO 34 Q 58 54 54 52 52 62 47 32 29 44 30 27 44 30 27 42 28 26 42 28 26 38 25 62 11131 25 •0• • • • • • • • • • • •• • • • . • • • • • •• • • • • • • • • • •• • •• • • • • • • • •• • • • • • Vertical Mull Horizontal Mull Mtdtfpb Mulled Was ••• •• • • •• • • • • • ••• •• 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 4. ANCHOR TYPES: A. ELCO t /4" TAPCONS, EMBED (1 1/47 OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4'7 8. /12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 21 o/as MIff 116 9n apJp 4718/00 ..t [. Oak, P.E. ME jS9)12 Structural 1" HEAVY WALL, PRESSURE CHART 4 ' � P.O. MY 1522 N0RG14R /L 34274 ALUMINUM TUBE CLIPPED MULLION MOLLS 1 HITS l 7 7 6221