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WS-11-167t Inspection Number: INSP - 155461 Scheduled Inspection Date: March 14, 2011 Inspector: Bruhn, Norman Owner: HAGHAYEGH, ANA Job Address: 567 GRAND CONCOURSE Miami Shores, FL Project: <NONE> Contractor: STRUCTURAL & MANSORY INC Building Department Comments REPLACEMENT OF 26 WINDOWS & DOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 11, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -2 -11 -167 Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060171370 Phone: (305)332 -4059 Page 13 of 42 9•1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANIC OWNER: Name (Fee Simple Titleholder): Address: s 6 City: State: _A Tenant/Lessee Name: Phone#: Email: e _ ��(� co r (�--1 JOB ADDRESS: 3)6 ,�- 4 re c1 8 e City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Namee:, 12o V L 5 ke 1 /- 4 Address: pc,--)e) � City: ,f` /i Nan Qualifier ne: 4e) T. 7 0I.72-e(eiz-- State Certification or Registration #: 6 C (7 t Certificate of Competency #: Contact Phone#: vaS1 Email Address: DESIGNER: Architect/Engineer: Phone* State: Value of Work for this Permit: 3 V ®®s Type of Work: ❑Addres ❑ teerattion Description of Work: o i J Q Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 AL ( Vt- ° e - LT1 Ck 1 ' 1 Phone* 3(y} — K8 S ` County: Miami Dade Phone*. Square e/Linear Footage of Work: Permit No.1! `S \\ I (o 1 Master Permit No. Zip: 3 Zip: no MaMRW3 gt FEB p 1 2011 ® ]dew ol� lace ❑Demolition - ' , (� r s A ca 7077 `f 1LeJrn�ea�.r TOTAL FEE NOW DUE $ 1 j 0.9O BY: ?of ?gc— Yr7 Zip: ?30`19 Phone#: (301 3A7 ° f *************************************** F************* * * * * * * * * * *** * *** * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Ufa ©e' c CCF $ CO /CC $ Scanning Fee $ Radon Fee $ , DBPR,$ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notic f commencement and construction lien law brochure will be delivered to the person whose property is subject to a hment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio which 1 ccurs seven () days after the building permit is issued In the absence of such posted notice, the inspection will not b prove ' ' a reinspe lion fee will be charged. Signature _ = -' ' � ' V v \ Signature Owner r Agent Contractor The fore ing instrument was ac owledged before me this The foregoing instrument was a b kno day of ,201( , by r 1 ( ►. I IA day of l , 20 t , by( who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. who is personally known to me or who has produ NOTARY PUBLIC: NOTARY ' UBLIC: Sign: .vA Print: W Wri1liritT/g a *** ***********d*********** *** ***** ******************* * *********** *000**.********************* * * ** **** ***** APPROVED BY .." ✓ 13 Plans Examiner Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning NOTICE OF COMMENCEMENT A RECIORDED WY MIST Iffi POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that imp eovements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Inhumation is provided in this Notice of Commencement Space above reserved for use of recording office 1. Legal description of property and street/address: enticalLp'Q f (Mf -' it A3/38 2. Description of improvement :I• • _iEln wiro!1 tremiti strananyiploramiltriarf ' ATE OF FLORIDA, COUNTY OF DADE an office n c: r !• a CLERK, y of ipay be served as f Ciro it a d County Courts CO UN" IN COD 3. Owner(s) name and address: r1 Interest in property6 (4pe Name and address of fee simple titleholder. 5. Surety: (Payment bond required by owner from contactor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom Section 713.13(1)(x)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to melee a copy of the "^• s Notes as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement (the exptr the date Is 1 year from h date of recording tedess a different date is speeded) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF OU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING. WORK OR RECORDING YOUR •11 : OF COMMENC-- ENT. Signature(s) of Prepared By Print Name Title/Office S CA Under penalties of pe that the facts r ed in 123.01.x,. 3 3110 r. s) or • er( STATE OF FLO �{ DA COUNTY OF MIAMI -DADE The f BY DI Individually, or L] as 01 Personally known, or L3 produced the following type of Id Signature of Notary Public: Print Name: (SEAL) T! E c kd�tQ edged befo L D.. e read the foregoing and of my knowledge and belief. 1 HE original filed in this of5 WITNES my HARVEY RU s)' }! = • Officer: //Director/Partner/M ana Prepared By a /�:1":. Print Name Title/Office Q4ayof <er, Offtcer /Director /Partler/Manager who signed above: BY 111E1 11111111l11111 11t1111hi111Lti 1 1 CFN 201.1R101068694 OR Bk 27571 Ps 3219; ( RECORDED 02/01/2011 11 :33:32 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Aitid k.9 4P 4 Al in" !a isrisTC`_ IMI i`I_ 16 `t ... ,. Q Ike !11 • er( 1 declare that 1 are true, to the or Owner(s)'s i l''r eis MAIL "Rag VIP c.. rll MAY DEARMAS,SOUS twi MY COMMISSION #DD950325 EXPIRES: February 7, 2014 Banded mhru Notary P* Undernrfters for Mine 8480 811146016 ACOREL CERTIFICATE OF LIABILITY INSURANCE 1 1118 CERTIFICATE $ ISSUED ASA MATTER oP IISORIDATM (*WAND C NO TtHB TO 7141TTt POLIO= ROICATED. t}I OR MT,T iilfti COMMON OP 1 araPterr To WO/ TRW C:ERIIPFCATE mum Ot 8 ma CYTHE Hgll IS TIOALL7,4a4 , T if 8 � OHOWNMAYIIAYHBNRE 011 PAID WOW ®boa fie: WONTED r =m em 130118 NOTAFFIRMA9WELYOR NEGATIVELY REM EXTEND OR ALTER THE CO EA EO EYMI PAS BIB. THIS CERTIFICATE or INSURANCEDDl6 HOT iCONSTITUTE MXINTRACT GETIMEDI THE MEND tfi ). AUTHORIZED fRTIss oR PRoDBCER, AND Tint oliATIFICATE BOLDER. -'7TH i, _ a "rV7 Atte ton= certificate sttoh , WWU Y am A tar l* ldeco not to the A:banged Tahoe Underwriters 3M N. 28th Ace 1'L 33020 arteacis SM Y Inc I and Masonry Ins 1018 NW 138 St Bay XS I Pi. 33018 O tt sesourneesar Wetkeni Comp n o,n pp�g tA� A tOt.A dao�uM (tram oatae 4 pe PreedelelWPaIteciefflixecullee e A Des p ) lhtbers r 10 vi I Eland Shores Map 100501E 2nd AV* Mont FL 33138 'd LLbZ' °N A11111aese ISPassataaTiVII MOMS An OP TREIRMEDINCIONSO Pam= es eErose AC01iQ fig) 4012 Ths ACM nsmo and • COITION. M r #8634314 /iYt�88lt ° tlro.sstsen Mike �At oRp MLA 'saeioossk singed *V98:11 1102 IIAEP % 0'0 q.6 0 OW WIND CALCULATIONS PROJECT: IMPACT WINDOW INSTALLATION AT: 567 GRAND CONCOURSE MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY SUBJECT lf0 COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS EPARED S M. PEREZ TURAL ENG P.E.#: 548 : . #: 00778 JAN 2011 P CARL STRU F L E. P.E. VEER "YOUR ON -CALL EN RING COMPANY" 9420 S.W. 112T11 STREET, Miami, FloRidA 33176 TEL (786) 242.1720 - FAX: (786) 242.4399 • Kd STRUCTURAL ENGINEERING CONSULTANTS, INC. 9420 S.W. 112TH STREET MIAMI, FLORIDA 33176 TEL: (786) 242.1720 - FAX: (786) 242.4399 • CoOS: A ScE 3-05 • VioJD veLoc tri = IgCo M P H • ' wo5JRE c 4o/ = C • b'nuAKl4 CArre 4,oil ="2 • zxm bR Mcc Pgc-toft (z) _ %.00 1.00 3 K 1.00 DESIGN CALCULATIONS • VELD4 pREss.E.xPosJAE coef.(Kh)= ©4 3 5 C ictam - Mae 40-3) • Roof St.oPE zr. q /17, • ��LZ4. "v)"D NQ►ARo w6. r Di fr1.= Co 1 1 1n • N Rcor iiEl4kr01)= 11 \ -Co ► • 0. (CoRn1ER DISTANCE Cut bet. 5) o O X1A - 6 �_ S - 10 ZoNC vy )NDow 5 cQ,r, f7REA< I o 4 00 -5g,3 5 t ' 00 PROJECT SHEET NO. Z OF DATE Village of Miami Shores Building Department Miami -Dade County, Florida Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -10" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: Anchor spacings and installation of glazing / window 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 s1 contac Sinc STR Carl FL. P. STRUCTURAL Job: Window Installation at: 567 Grand Concourse, Miami Shores, Florida RE: Window Unit Design Wind Pressures M. Pe . #: 548 .E., Structural Engineer 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 * Building Category: II * Building Mean Roof Height: 14' -6" * Exposure Category: C * Basic Wind Speed: 146 mph January 21, 2011 happen to have any questions or concerns regarding this or any other matter, please do not hesitate to ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 1/21/11 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1121 STREET, MIAMI, FLoRidA 33 176 TEL: (786) 242 -1720 - FAX: (786) 242-4399 MIAMCIE 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 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 "X 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. NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 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. FTL - 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" 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 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance 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 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 i i__ A '' 11 ANCHORS DETAIL B "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS i W2 W W = W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A 1 NOTES; 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL "8", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. MAXIMUM OF (7) UNITS. MULLIONS FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER chart PE #39712 P.E Structural ANCHORS DETAIL "B", C" OR "D" BOTH ENDS -W1 w W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES INDU ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS 1070 7ECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 W2 -- Road ey. Rend By F.K. Dram Br. P.J.P. Sertes/Modet MULLS MULLION 30/06 $/06 428/00 NTS TO SHEETS PRODUCTS D� OTES 5 & 6 C —ADD TECH. REFS. Boson: 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Sheet 7 Drawn Na 6221 ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W a .aas.lrai. Wa Amp= t - 07 - Rer. WOOD BUCK PGT 1x MULLION 1 2' OR 4" ■ MUu= }" ILU11 MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION NOTES: PGT 1x MULLION SEE NOTES 2 & 3 MIN. TYP ( ) (TYP A 2' OR 4' TYP CAL. MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 FOR 1" MULL "4" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" SEE NOTES 2 & 3 1. FOR CONCRETE APPLICATIONS IN 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 IS 2 1/2" MIN. EMBEDMENT :: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRLIL —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 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 ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. SEE NOTE 1' } WOOD BUCK REMOVED TO CONCRETE 1 SEE . . NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1 x MULLION -- Robert L Clerk. P.E. PE 039712 Structural WOOD /- BUCK 2 � / " SEE NOTE 1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" SEE NOTE 1 TO BE USED ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, F,. 34275 P.O. BOX 1529 NOKOMIS Fl 34274 000 BUCK MIN O Rased fir. F.K. Read Ry F.K. Drawn 9y. P.J.P. •" OR #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT rTO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" ONLY WITH PGT INDUSTRIES 30/06 3/04 478/00 MASONRY ANCHOR, SEE NOTES 1 & 3 PRODUCTS D—MODIFY N01ES3 &5 Review= . DETAILS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 1 H EAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Series /Node* Scala Sheet Deming No. MULLS NTS 2 of 7 6221 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W /TABS REMOVED (CUP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 A' 1 3/16 1 15/16 1 3/8 3 3/16 iMAX. iMAX. 0 TWO LOCATIONS ANCHOR (0 THREE ANCHOR LOCATIONS A/2 iMIN. iMIN J O ONE (1) ANCHOR ©T TWO ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE RtlhtH TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN.TYP. (2)EQ.SP.@ (A- 3/4)/2 B MIN. Robert L. Clark. P.E. PE #39712 Structural © FOUR (4) ANCHOR LOCATIONS O THREE (3) ANCHOR LOCATIONS ft INDU ES MIN.TYP. (4)EQ. SP. @ (A- 3/4)/4 1070 TECHNOLOGY DRIVE NOKOb9S, FL 34275 P.O. BOX 1529 NOKOMIS a 34274 MIN. FIVE (5) ANCHOR LOCATIONS Re Bye Re Dawn Br P.J.P. S X (6) ANCHOR LOCATIONS 5730/06 55/06 4 8 / 00 SedervUodek MULLS NTS gMIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 0 -NO MG THIS SHT C- REDRAW. ADD DAI. &NOTE a�o . .us r+. MairsaaeNe 1" HEAVY WALL, ANCHOR LOCATIONS T91e: ALUMINUM TUBE CLIPPED MULLION 3 0/ 7 Drawing No. 6221 Rev. D 2 J 3 8 1 1� 4 1 1 — 4 I a 7 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 32 4 J a PE 839712 P.E. Structural 3 8 TO BE USED ONLY 1070 7ECNNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOMADS, FL 34274 4 WITH PGT INDUSTRIES PRODUCTS R FJr. 30/06 0 N CHG THIS SHT F K. g75/06 C —N0 CHG THIS SHT 8 ua.n BY P.J.P. 48/00 fleserIpMur 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Serks /Itodek Scabs Skeet: &awing No. MULLS 1 X 4 of 7 6221 Rev: D CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 98 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL 0 42 48 50.625 54 60 63 68 72 78 78 84 90 OPENING WIDTH IN INCHES (2) A (3) 8 (3) B 170 170 170 166 145 131 113 86 73 67 54 43 25 23 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 CHART 1. - 1x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 50 (2) A (2) B (1) 155 129 115 94 67 58 50 38 32 30 24 19 96 16 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 60 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A (2) B (1) B 134 107 91 73 51 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 64 44 37 32 24 20 18 (3) A (3) B (3) B 170 170 170 165 116 85 65 54 50 40 32 26 18 17 100 (2) A (2) B (1) B 130 99 80 63 42 35 30 22 18 17 80 (2) A (3) B (3) B 170 154 140 126 101 90 77 58 49 45 35 28 23 16 15 110 (2) A (2) B (1) B 130 99 80 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 32 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 160 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 48 40 36 28 22 18 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 38 27 21 17 (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 / Robert L Clark, P.E. PE 039712 Structural 130 (2) A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 76 63 44 36 32 24 19 15 1 DU 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, FL 34274 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 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") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Vertical Mull 17 Mull Length Opening Width Horizontal Mull Opening Width L Mull _J Length Multiple Mu led Units \Opening Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 30/06 55/06 Re By Rermd 1C ey: Drawn by: P.J.P. 48/00 MULLS Scab: NTS D R - O THIS SM Revislanar C-MARKED REVISIONS 1" H EAVY WALL, PRESSURE CHARTS 1 & 2 Titre: ALUMINUM TUBE CLIPPED MULLION Sheet 5 of 7 DVawtng No. 6221 CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES 50 (3) B (2) B 170 170 166 152 133 125 118 106 91 84 67 54 44 31 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 67 54 44 31 29 60 (3) B (2) B 170 160 148 135 117 110 103 92 77 71 57 46 38 26 24 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 71 57 46 • 38 26 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 50 40 23 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 56 44 36 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 20 18 90 (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 Vertical Mull Mull Length I__Opening_l Width Horizontal Mull Opening With Mull Length — ' Multiple Mulled Units Mull Length Opening Width (2) A (4) B (2) B 170 158 143 128 107 99 90 67 56 51 32 26 18 17 100 (3) B (2) B 170 137 123 109 90 83 77 63 52 48 37 30 24 17 15 (2) A (4) B (2) B 170 157 141 125 103 95 85 63 52 48 37 30 24 17 15 110 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 35 28 23 15 Robert L Clark, P.E PE $39712 Structural (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 45 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 33 26 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 21 W iLri IES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NORMS. FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 Re Bp Rated Bic F.K. Dran9F P.J.P. Serbe/Modek MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 5930/06 595/06 428/00 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 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") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisionic D N0 CHG INS Siff RewIRWm REVISIONS Soda. Stine* NTS 6 a 7 07 1" HEAVY WALL, PRESSURE CHART 3 Take ALUMINUM TUBE CLIPPED MULLION Dm.tng N0. 6221 Rev. D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR CLIP TO OPINING CLIP TO MULL® 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 60 (2) A (4) B (5) B 170 170 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 60 (2) A (4) B (5) B 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 22 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 50 22 70 (2) A (4) B (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 (3) A (6) B (5) B 170 170 170 170 170 165 140 129 102 82 67 47 43 19 80 (2) A (4) B (5) B 170 170 170 169 143 133 125 110 102 99 90 74 60 42 38 17 (3) A (6) B (5) B 170 170 170 170 170 170 170 148 126 116 92 74 60 42 38 17 90 (2) A (4) B (5) B 170 170 170 162 136 126 117 103 83 67 54 37 34 15 (3) A (6) B (5) B 170 170 170 170 166 136 116 106 83 67 54 37 Vertical Mull 1 1.„_Opening_l Width 7 Mull Length Horizontal Mull 7 Opening Width I _ Mull Length Multiple Mulled Units 7 MW! Length Opening Width 100 (2) A (4) B (5) B 170 170 170 158 131 170 170 121 112 98 90 87 77 62 50 34 31 (3) A (6) B (5) B 170 170 170 170 170 170 156 127 108 99 77 62 50 34 31 110 (2) A (4) B (5) B 170 170 170 157 128 117 108 94 86 83 73 58 47 32 29 (3) A (6) B (5) B 170 170 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 dr I�j/�$ K i fe,t Mar:, P.E. PE )39 712 Structural 120 (2) A (4) B (5) B 170 170 r 170 157 127 116 106 91 83 80 69 54 44 30 27 (3) A (6) B (5) B 170 170 170 166 145 115 89 69 54 44 30 27 ..130 ( p! (4) B • ( 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 T IN ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 (3)A 63) B (5) B 170 170 170 170 170 165 144 112 95 87 66 52 42 28 26 160 (2) A (4) B (5) B 170 170 170 157 127 116 105 88 79 75 62 48 25 23 R ik Raced F. . P. P. (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 38 25 23 34 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 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") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisions D -NO CHO THIS SHT C MARKED REVISIONS 5'30/06 55/06 48/00 - lemPoir 1" HEAVY WALL, PRESSURE CHART 4 Tulc ALUMINUM TUBE CLIPPED MULLION Series /MOddk• ware MULLS NTS Sheet: 7 a 7 DraoinL No. 6221 Rea. D MIAMID COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last 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 revises and renews NOA # 04- 0528.04 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, 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 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# 04-0528.04" 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. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 Aa" 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# 04-0528.04" 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. E -1 Jaime D. G ,In, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04 - 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 J lie D. Gascon,$.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 l / J TJ ,_ , J , / - 1 M2 l � i ANCHORS DETAIL "B ", C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS W1 1 W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED ANCHORS DETAIL A 1 ANCHORS DETAIL A ANCHORS DETAIL "9", "C" OR D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE W /ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 DESIGN PRESSURE SEE TABLES M1) MAX OPENING = H OR H1 +H2 ON PAGE 5 MULL LENGTH = W OR W1 +W2 M3) MAX OPENING = H OR H1 +H2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = W OR W 1 +W2 +W3 MULL LENGTH = Hl M4) MAX OPENING = W1 +W2 OR W2 +W3 ? MULL LENGTH = H1 1. THE 33 1 /3z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 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 — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. MULLIONS H Robert L Clark. P.E PE I{39712 Structural ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS —W1 FOR ANCHORAGE TYPE, INDU ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS W 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 W2 ReYSd $y: F.K. Rend By, F.K. Oran Sy: P.J.P. flescriptlarr Rue: sedes/w.de: MULLS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H QUANTITY AND LOCATION, REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 573 %6 58/06 428/O0 NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DL It RMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W Revlsiarm DO1ES5 &6 ReWSlons: C-ADD TECH. REFS. 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Sheet: 1 or5 1 MULLION :MUM May= AgaVispre - r Z S.OG 19ES7.0 rimming 6220 Raw .: T l � i _., t l —\ ' 11 1 ',. —W1—=- w ANCHORS DETAIL "B ", C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS W1 1 W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED ANCHORS DETAIL A 1 ANCHORS DETAIL A ANCHORS DETAIL "9", "C" OR D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE W /ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 DESIGN PRESSURE SEE TABLES M1) MAX OPENING = H OR H1 +H2 ON PAGE 5 MULL LENGTH = W OR W1 +W2 M3) MAX OPENING = H OR H1 +H2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = W OR W 1 +W2 +W3 MULL LENGTH = Hl M4) MAX OPENING = W1 +W2 OR W2 +W3 ? MULL LENGTH = H1 1. THE 33 1 /3z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 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 — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. MULLIONS H Robert L Clark. P.E PE I{39712 Structural ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS —W1 FOR ANCHORAGE TYPE, INDU ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS W 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 W2 ReYSd $y: F.K. Rend By, F.K. Oran Sy: P.J.P. flescriptlarr Rue: sedes/w.de: MULLS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H QUANTITY AND LOCATION, REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 573 %6 58/06 428/O0 NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DL It RMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W Revlsiarm DO1ES5 &6 ReWSlons: C-ADD TECH. REFS. 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Sheet: 1 or5 1 MULLION :MUM May= AgaVispre - r Z S.OG 19ES7.0 rimming 6220 Raw WOOD BUCK PGT Ix MULLION 1 2" 01? 4" 1" MULL= " MIN. MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION NOTES. FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL ;4" • 2" OR 4" PGT Ix MULLION SEE NOTES 2 & 3 MIN. 2 h(TYP) di • TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "8" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, SEE NOTE 1 1. FOR CONCRU L. APPLICATIONS IN 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 IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE-FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO-CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP-TO-OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. PGT 1 x MULLION #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 SEE NOTE 1 PGT 1x MULLION- SEE •Itt NOTE 1 Robert L Clerk, P.E. PE #39712 Structural 2 MIN. " OR 4" WOOD BUCK 2 SEE NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. DETAIL "C" 2" OR 4" 2 MIN. (TYP) ihOyp SEE NOTE 1 000 BUCK NDUSTROES 1070 TECHNOLOGY OHNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "Cr TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rated By: F.K. Rand F.K. gJ0 / 06 g, Drown By: M8/00 MULLS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH 077 SEE NOTE 3 Scala NTS MASONRY ANCHOR, SEE NOTES 1 & 3 Revisions 0-MODIFY NOTES 3 & 5 Revision= C-ADD EMBED. DETAILS Sheet 2 .15 #12 R-1 SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 Desseptle= 1" STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Drawing Pla 6220 Rein 0 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 1/8 1 x 4 x 1/8 1 11/16 3 11/16 L -MAX. f -MA A/2 E L 1 4 L. O TWO (2) ANCHOR © FOUR (4) ANCHOR (3)EQ.SP.0 LOCATIONS LOCATIONS (A -3/4)/ NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. RL tHENCE ItS1 REPORTS: FTL -2902, 2903 AND 2975. BMIN. TYP. 'MIN. A 1 3 4 - MAX . 1 ONE (1) ANCHOR LOCATION Robert L Cbrk, P.E. PE #39712 Structural INDUSTRI 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 O THREE (3) ANCHOR LOCATIONS ' MIN.TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R K. 30/06 D N 0 G 7H1S SIT Remd 9r: V8/06 Revisions: E VISE SPACING Ora a By P.J.P. 48/00 1" STD. WALL, ANCHOR LOCATIONS rRm: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Smoke NTS Sheet 3 w 5 Mooing No. 6220 Rai. D NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 - (TYP) 1 x STD. WALL MULLS MAT L: 6063 -T6 Robert L Clark P.E. PE #39712 Structural 1 --4-- --g (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS trm.101:: IES 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Ra ,d By Rers Z Drawn 9= P.J.P. 79/06 '7a /o6 428/O0 Serbs /Model: MULLS B -NO CHG. THIS SHT C NONO CH THIS SHT Deseriptbn: 1" STD. WALL, MULLION PROFILES Tilde: ALUMINUM TUBE CLIPPED MULLION Scale: 1X Sheet: 4 a 5 Orasing No. 6220 Rev. D CHART 1. -1 x2x.125 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL QTY. & TYP ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (2) B (1) B 129 83 70 57 41 35 30 23 20 18 50 (2) A (4) B (3) B 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 60 (2) A (2) B CO B 115 73 61 49 35 30 26 20 17 15 60 (2) A (4) B (3) B 170 170 170 170 170 160 145 120 102 94 75 60 50 35 32 70 (2) A (2) B (1) B 107 67 55 44 31 27 23 17 15 70 (2) A (4) B (3) B 170 170 170 170 157 141 127 105 90 83 65 53 43 30 28 80 (2) A (2) B (1) B 104 63 52 41 29 24 21 16 80 (2) A (4) B (3) B 170 170 170 170 143 128 115 95 81 74 59 47 38 27 24 90 (2) A (2) B (1) B 103 61 50 39 27 23 19 90 (2) A (4) B (3) B 170 170 170 162 134 119 106 87 74 68 53 43 35 24 100 (2) A (2) B (1) B 103 61 49 38 26 22 18 100 (2) A (4) B (3) B 170 170 170 158 127 112 100 81 39 32 22 20 110 (2) A (2) B (1) B 103 61 49 38 25 21 18 110 (2) A (4) B (3) B 170 170 170 157 124 108 96 77 65 60 46 37 30 20 19 120 (2) A (2) B (1) B 103 61 49 38 25 20 17 120 (2) A (4) B (3) B 170 170 170 157 122 105 93 74 63 57 44 35 28 19 17 130 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 CHART 2. - 1x4x.125 OPENING WIDTH IN INCHES 130 (2) A (4) B (3) B 170 170 170 157 122 106 92 72 69 63 49 61 55 42 33 27 18 16 160 (2) A (4) B (3) B 170 170 170 157 122 106 92 71 59 53 40 31 24 16 Robert L Ck tk P. E. PE Structural Vertical Mull I __Opening_l Width Mull Length Horizontal Mull Opening Width Mull -' Length Multiple Mulled Units Opening Width Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 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") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 " 1,Z Rers'd 530/06 578/04 Oran Dr: P.J.P. ;38/00 Series /YodeE MULLS Revision= N G THIS SHT Revisions: C- MARXED CHANGES Scare: NTS Shoot: 5 of 5 Description: 1" STD. WALL, PRESSURE CHARTS 1 & 2 Tft1e: ALUMINUM TUBE CLIPPED MULLION Drrortng No. 6220 Row D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE {NOA PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C - 740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 - 8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05 1129.11 and consists of this page 1 and evidence pages E - 1 and E as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/bnildinacode NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R • No. FTL 3587 dated 10 /8 /02, signed and sealed by Jo e.h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Tnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, 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 w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th � es C -740 Aluminum Casement Window — L.M.I., approved , 0 / 3/06, exp'3I 5/22/08. Manuel P P.E. Product Contro iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 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 SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR `X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR H4 "xOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR i- "XOX° & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE °XOX, "XO° & "OX" CONFIGURATIONS SEE SHEET 9. Qo 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7' ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4' SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 3 x 3 0 x 0 I d CONFIGURATIONS OPTIONS x 0 x x O 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 Min Diets PRODUCT minmit as cor1 :+i :vi::. Vic r arbh l it ,! eeit FinitCIbw Kevar F.K 3/25/03 ,arba7. FJC • F.K. mower F.K. 7/10/03 Mkt 5'23/05 12/77/02 aemas B eern+anx R risen pWCMS6P 0a1e: ADD 13/I6'LG. 8 MOVE GLAZING DETAILS TO SHEET2 NO CHANOE THIS SHEET ADD 76' HT.. GLASS TYPES FAND G. REVISE ANCHORAGE. 1070 IECr4YOLOGY DRIVE NOIi11MIS. FL 34275 PC BOX 7529 Visibly Better N OTES AND TABLE OF CONTENTS A LUMINUM CASEMENT WINDOW, IMPACT CC . 74 I NTS I � a 9 3 I c w 7045 -8 I D Luca" A. Teme,. P.E. PE 958201 Mechanical NOKOMIS. A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL .090 PVB INTERLAYER I-- 1 /8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED GLAZING DETAIL NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT -- .090 PVB INTERLAYER 3/16° HEAT f - STRENGTHENED GLASS .65" NOM. GLASS BITE 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/ 6" 13/16" I.G. W/ 7/16° LAMI A GLAZING DETAIL .65" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS Ro"° AK Pena ey. FK &mad By FK Ode: 3/25/03 Ours 7/1003 nme: &23/05 nmesy oae F.K. 03/25/03 a".°ra": 0 REDRAW GLAZING DETAILS & ADD 13H&' I.G. NO CHANGE 71-05 SHEET ADD 13/16"LAMI LG. W /7 /1&ZAMI & CORRECT 5.11r LAMI DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS. F134275 P.O. SOX 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s"Qamn CA-745 NTS 2 a, 13 o.ez"o 7045 - 8 Lucas A. Turner, P.E. PE 056201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. f 4" MAX. ANCHOR LOCATION TYP. MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OP 37° MAX. VENT TYP. 4" MAX. ENING ANCHOR LOCATION TYP. 7 ° MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. \ DAYLIGHT — OPENING 13" MAX. O.C. 60° MAX. FIXED 4" MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13° MAX. O.C. 30" MAX. r DAYLIGHT -] OPENING ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) • • .1 1 j \� X / SEE MEETING RAII,iDETAIL . (2) 69° DAYL OPE f 4" MAX. 4" MAX. 69" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30° MAX. DAYLIGHT OPENING • 141/2" MAX. O.C. TYP. ELEVATION'S" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 76° MAX. HEIGHT I— 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) A IAX. GHT ZING A 76" MAX. HEIGHT PRODUCT 72N as amartRl°°:-rf>< E7,"; rN Ifs Mac nom, is P.apli•:(4 .. 9 87 F.K - tar F.K FIC F1C F.K. 3%25/03 aate 7/10/03 neo 6/23/05 0ob 12/17/02 B 8"as+am : Gecko Or CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76 AND MAX. DLO 70 69 Dab. 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI9. FL 34274 PST va,880,8406rrer aemisc XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT S°m"mem CA -740 NTS " 13 7045 -8 LOGOS A. Tumor, P.E. PE 958201 Mechanical 141/2° MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. 13" MAX. O.C. 4" MAX. 4° MAX. 37" MAX. WIDTH 30" MAX. --DAYLIGHT - OPENING X " A 69" MAX. DAYLIGHT OPENING 4" AX. -J F-- ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 14 1/2" MAX. O.C. 97° MAX. WIDTH A 76" MAX. HEIGHT 30° MAX. 53° MAX. DAYLIGHT DAYLIGHT OPENING OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. . i 69° MAX. DAYLIGHT OPENING 76° HEI -- -� -13" MAX. O.C. 4" MAc. 37" MAX. VENT - 60" MAX. FIXED 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING L 4" MAX. 4 "M 1 L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) AX. HT 1--- -1-13° MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION F" - "XO° & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 0 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT PROVECT RENEWED es COMI+yug *41 Y,e fl0T dL 4,40"3 Cc ExpIrN)an Dan l (/, Vac - Ran nay. F.K. Reaoar F.K We: 3/25413 8{23/05 "a. 7710703 aeet°rn. Revision: D Rasde7 F.K. Aasear. O°s Checked By. Date' F.K. 12117/02 F.K CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76' ANOMALY. DLO TO 69' 1070 TECHNOLOGYDRNE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, FL 34274 r_ V1.L91libge8etter ate, "X", "0", XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Sena. sue: CA -740 NTS lAsts41, No 7045 -8 Lucas A Tamer, P.E. PE #58201 Mechanical a 13 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0_70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 - 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261 /2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 8,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 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 80.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 . -58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 _70.0 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -17.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 remcnIevisen "e Nada s� s, - Y'e Z 1 i*A 4., 7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/1 6" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1 -90.01 70.0 mom as rnmWYiagwKL the MAU & Mtn Cola Accepum. no fi D ,, a TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. L _ PEE558201Tumor, P. E. Mechanical Pima* F.K. Cola 3/25/03 ADD ASS TYPE E TO TABLES 18 4 GL 1070 TECHNOLOGY NOKOMIS, FL 34275 NO FL Visibly Better a PRESSURES- X CONFIG. WINDOWS : F.K. F.K. a/e• 7/1N 03 NO CHANGE THIS SHEET ALUMINUM CASEMENT WINDOW, IMPACT �• FK � F..K 023/05 X 12/17/02 il REVISE ANCHORS 8 ADD 76 HEIGITT OPTION sate. I "` ' CA -740 I NTS 5 m 13 wr 7045-8 I D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) X X "XX" WIDTH 37 43 70.0 531/8 57 60 64 68 72 74 F.K. A A A A A A A A A A Om" Owe 0/23105 HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 q"rtiW". Neov""e POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 m+nar D. Cheated F.K 12/17/02 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 1' -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 70.0 70.0 67.5 58.0 53.4 47.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67:9 REVISE ANCHORS a ADD TABLES 70 HEIGHT OPTION 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 POS 70.0 70.0 70.0 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 61.8 L , 57.5 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 Uisib[p Barer POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 POS 70.0 70.0 70.0 70.0 65.2 60.0 70.0 65.5 -56.1 -51.8 -47.9 -46.4 56.1 51.8 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 NE G -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 60 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 63 NEG POS -75.0 70.0 -42.4 42.4 42.2 -39.7 39.7 41.1 - 38.6 38.6 GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE, 5 /16" LAMI -W/ 118"HS,.090,118 "HS) TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH ( -75.0, 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3116"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Dom• PRESSURES - XX CONFIG. WINDOWS PST ALUMINUM CASEMENT WINDOW, IMPACT e"IV 52 Ste, sav om.vin CA -740 I NTS 6 ' 13 I 7045 -8 lQ • - 11 4 . A 2� 1r,! - i7 os Lucas A. l,.me1, P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 6. GLAZING OPTIONS: A. 5/16 LAMI (118"A,.090,1/8"HS) B. 5118" LAMI (1/8"HS,.090,1181HS) C. 7/18 LAMI (3/16'A,.090,3/16"HS) E. 13/16" LAMI (1/81HS,3/8" SPACE,5/16" LAMI -W/ 118"HS,.090,1/8°HS) F.13/16" LAMI (1/8•A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) HEIGHT WIDTHS "O" °XOX' 37 3912 42 45 48 5012 53 1/8 54 55 12 57 5812 60 72 74 79 84 90 90 101 108 318 108 111 114 117 120 A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A 13,E C,F A B,E C,F A 8,E C,F A B,E C,F A B,E Render. Dare: R,.mm.,. F.K. 325/03 8 xsoftw I /10/03 C m: Rank 2aro5 0 w Omds4W 0 : 2117102 26 31 38 38 3/8 - 90.0 70.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -750 -90.0 -75.0 -75.0 - 90.0 -75.0 -75.0 -90.0 70.0 -75.0 70.0 70.0 -60.8 NEG POS NEG -75.0 70.0 -75.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 - 75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 - 75.0 70.0 -75.0 -75.0 70.0 -75.0 - 90.0 70.0 -90.0 70.0 -70.3 70.0 -75.0 70.0 -90.0 70.0 -85.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 70.0 -58.7 70.0 -75.0 70.0 -90.0 70.0 -73.7 70.0 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 70.0 -58.2 582 700 -75.0 70.0 70.0 -90.0 70.0 70.0 -57.1 57.1 70.0 -75.0 70.0 70.0 -90.0 70.0 70.0 - 56.2 56.2 70.0 -90.0 70.0 -74.2 70.0 - 55.0 55.0 -75.0 70.0 - 75.0 70.0 -51.3 51S -48.3 POS NEG POS NEG 70.0 -75.0 70.0 -70.4 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -67.8 67.8 -62.1 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 62.4 82.4 -58.4 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 - 58.0 58.0 -54.6 -75.0 70.0 -75.0 -90.0 70.0 -90.0 - 54.3 54.3 -51.1 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 94.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 - 48.7 48.7 - 45.4 45.4 - 90.0 70.0 - 90.0 70.0 -75.0 70.0 - 75.0 70.0 -90.0 70.0 - 90.0 70.0 -47.9 47.9 - 44.5 44.5 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 90.0 70.0 46.448.4- 43.343.3 -75.0 70.0 - 75.0 70.0 -44.8 44.8 -42.1 42.1 -75.0 70.0 - 75.0 70.0 - 90.0 70.0 - 90.0 70.0 43.443.4- 40.940.9 -75.0 70.0 - 752 70.0 C,F - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 43 48 50 5/8 ' 54 NEG POS NEG POS -52.7 52.7 -59.0 59.0 -52.8 52.8 -80.4 60.4 - 54.3 54.3 -75.0 70.0 -75.0 70.0 -900 70.0 -90.0 70.0 - 75.0 70.0 - 75.0 70.0 -90.0 70.0 -90.0 70.0 - 55.7 55.7 -49.8 49.8 -752 70.0 -75.0 70.0 -90.0 70.0 - 90.0 70.0 - 83.3 83.3 -75.0 70.0 -90.0 70.0 -59.3 59.3 -75.0 70.0 -90.0 70.0 . 55.1' 521 -75.0 70.0 -90.0 70.0 -76.0 70.0 -90.0 70.0 - 50.0 50.0 -75.0 70.0 -88.6 70.0 -49.1 49.1 -75.0 70.0 -88.9 70.0 47.5' 47.5 -75.0 70.0 -84.3 70.0 -46.2 462 -75.0 70.0 -81.8 70.0 -44.8 44.8 - 75.0 70.0 -79A 70.0 ADD GLASS TYPE ETO TABLE 6 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADO 75' HT. OPTION - 48.7 48.7 - 58.4 58.4 - 75.0 70.0 - 90.0 70.0 - 53.6 53.6 - 75.0 70.0 - 90.0 70.0 -51.4 51.4 - 75.0 70.0 - 88.0 70.0 -75.0 70.0 -81.2 70.0 - 48.1 46.1 -75.0 70.0 - 76.4 70.0 - 45.3 45.3 -75.0 70.0 - 75.0 70.0 43.9 43.0 -75.0 70.0 - 725 70.0 42.5 42.5 -75.0 70.0 -70.7 70.0 0° & "1/4- 1 2 -114 XOX" WINDOWS -90.0 70.0 -90.0 70.0 NEG POS NEG POS - 48.9 48.9 -51.1 51.1 -47.9 47.9 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 90.0 70.0 -49.9 - 48.4 48.4 -75.0 70.0 - 75.0 70.0 - 48.948.9 - 43.8 43.6 -75.0 70.0 -75.0 70.0 - 90.070.0 - 90.070.0 - 53.4 53.4 - 520 50.0 - 75.0 70.0 - 75.0 70.0 -90.0 70.0 -90.0 70.0 - 50.9 50.9 - 47.5 47.5 -75.0 70.0 -88.2 70.0 -48.6 '48.8 - 75.0 70.0 -80.9 70.0 - 75.0 70.0 - 75.7 70.0 - 442 442 - 7501.0 -71.1 70.0 -43.4 43.4 - 750 70.0 -70.1 70.0 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 - 43.5 43.5 -75.0 70.0 - 81.8 70.0 -45.3 45.3 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -70.3 70.0 -42.2 422 -75.0 70.0 -90.5 66.5 -41.9 41.9 - 75.0 70.0 -65.4 85.4 422 422 "-40.8 40.8 - 68.766.7- 81.861.8 -75.0 70.0 -75.0 70.0 -88.4 68.4 -63.8 63.6 41.2412- 39.839.8 - 75.0 70.0 - 75.0 720 -41.3 41.3 -402 402 - 38.7 38.7 -75.0 70.0 -752 70.0 - 75.0 70.0 Visibly Better 67 NEG POS -44.8 44.8 -75.0 70.0 -90.0 70.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -78.9 -42.5 -75.0 -70.7 -41.3 -75.0 -88.8 40.1 -75.0 -63.0 -39.8 -75.0 51.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 43.5 70.0 70.0 41.1 70.0 70.0 48.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 88.8 40.1 70.0 63.0 39.8 70.0 81.8 39.1 70.0 60.1 38.5 70.0 58.7 37.8 70.0 c TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 -42.2 -75.0 -90.0 41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 57.3 -39.2 -75.0 -63.5 -38.0 -75.0 -80.0 -37.6 -75.0 -59.1 -372 -74.3 -57.5 -38.7 -73.3 -55.9 -38.1 -722 s�rumm CA-740 60 83 1 67 72 78 NEC NEGIPOS NEGIPOS NEGIPOS POS NEG 42.2 -39.7 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 421 70.0 70.0 40.4 70.0 67.3 392 70.0 63.5 38.0 70.0 -75.0 -90.0 -38.8 -75.0 -90.0 - 36.5 36.5 -75.0 70.0 -83.2 70.0 -41.9 -75.0 -75.8 -39.7 -75.0 -89.2 -38.4 -75.0 -64.1 -37.1 -74.3 -605 -36.2 -72.4 90.0 -57.3 36.7 34.8 37.6 -35.9 700 -71.8 59.1 -58.4 372 -35.4 70.0 -70.8 57.5 54.8 70.0 -69.8 55.9 -532 38.1 -34.2 70.0 -88.4 POS 39.7 70.0 70.0 38.6 70.0 70.0 41.9 70.0 70.0 39.7 70.0 38.4 70.0 38.2 70.0 70.0 56.4 70.0 542 34.8 53.2 34.2 88.4 -55.111 55.0 -71.0 70.0 -67.4 67.4 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7 16" LAMI (3/161-1S..090,3118°HS) TABLE 7A. TEST REPORTS: FTL-4807, FTL-4608 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 VVITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT -55.0155.0 -53.21 532 -48.4148.4 -4521 45.2 -46.8146.8 43.6143.6 -4521452 -42.8142.6 7045-8 Rer 1 4 1 2 0 4 0 MUM Luoss A. Turner, P.E. PE ttEE201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1181 -IS) "XO" WIDTH °X0X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 NEG POS NEG POS NEG POS NEG POS NEG 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 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 87.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -71.9 70.0 -67.7 67.7 - 64.9 84.9 -62.7 62.7 -80.4 80.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -58.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 - 58.2 582 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582. FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -WI 1/8 "HS,.090,1/8"HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH ' -75.01 70.0 TABLE 10. "XO "or "OX" & "1/3- 1/3- 1/3XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /161HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH I -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3.1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) F.13/16" LAMI (118 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /18"HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 76 HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 A NOTES: j 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X PRODUCT RENEWED cemply1R3 whiz the Flatida Bellaire Code Map= Na film I,r Road By F.K we er F.K R o a d By. F.K 3/25/03 7/10/03 5/13/05 w"a"ry 5 F.K. 12117/02 9 I ADD GLASS TYPE E TO TABLE 9 C I NO CHANGE 1741S SHEET RIAISIOM D CHANGE ANCHORS AND ADD 75 ' HEIGHT OP77ON Metal it/ mar.: 1070 TECHNOLOGY ORIVE NOKOA115. FL 34275 P.O. BOX 1529 A'OK06115, Fl. 34274 PST Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 I N 8 m 13 1 7045 -8 Laws A. Term, P.E. PE 058201 Mechanical TABLE 12. "XO" or "OX" & 'XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 1 ALL °XO° or "OX" SIZES UP TO or WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -90.0 70.0 • COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8'HS) B. 5/16° LAMI (1 /8"HS,.090,1 /8 "HS) C. 7/16" LAMI (3/18 "A,.090,3 /18"HS) E. 13/16" LAMI (1/7HS,3/8" SPACE, 5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) F. 13/18" LAMI (1/8 "A,AIR SPACE,7 /18" LAMI -W/ 3/18 "A,.090,3 /18"HS) "XOX" VENT FIXED 69.264 88.919 95.973 108.649 115.892 122 123.135 128.000 130 130.378 134 Remo Br FK. F.K. Rend Br FK WIDTHS 19.125 24 27 30 32 33.687 34 34.791 35.896 38 37 D°re: 3125/0.3 7/10/03 Daze 9123/05 31.014 38.919 42.973 48.849 51.892 54.627 55.135 56.418 58.209 58.378 60 Rem01m: 8 Rnmb"s C Rermmm O A B,E Gd,F A B,E C,F B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F Dm,. Dale Oa Ck der Oek: F.K. 12/17/02 HEIGHT 26 NEG -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -80.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEG -75.0 -75.0 -90.0 -89.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 48.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 :90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 83.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.8 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43 NEG -74.1 -75.0 -90.0 -58.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 `48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -48.7 -75.0 -82.8 -46.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 56.5 70.0 70.0 82.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 46.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 ADD GLASS TYPE ETO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 79' HEIGHT OPTION 48 NEG -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.8 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 -87.3 POS 84.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 89.1 40.4 70.0 67.3 50 5/8 NEG -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 .45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.8 -75.0 -67.3 -40.4 -75.0 -85.3 -40.3 -75.0 -85.1 -39.2 -75.0 -83.3 P.D. BOX 1829 NOKOMIS. FL 34274 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 '42.8 '70.0 69.4 42.4 70.0 68.8 41.8 70.0 67.3 40.4 70.0 65.3 40.3 70.0 70.0 63.3 1070 TEcHNOLOGY WOVE NOKom15 FL 34275 54 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -75.0 -73.8 -42.7 -75.0 -68.3 -41.4 -75.0 -84.7 -41.1 -75.0 -40.2 -75.0 -82.5 -38.9 -75.0 -38.8 -75.0 -37.7 -75.0 -59.1 POS 58.1 70.0 44.1 70.0 70.0 70.0 70.0 70.0 70.0 42.7 70.0 88.3 41.4 70.0 64.7 41.1 70.0 64.1 402 62.5 38.9 70.0 38.8 70.0 37.7 70.0 Visibly Betzer 57 NEG -56.1 -75.0 -90.0 -90.0 -48.2 -75.0 -81.9 -42.0 -75.0 -69.7 -75.0 -75.0 -81.0 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -37.6 -57.4 -73.3 -55.9 POS 58.1 70.0 70.0 41.6 70.0 70.0 70.0 70.0 69.7 40.7 70.0 64.8 81.0 39.3 70.0 60.5 70.0 59.2 37.7 70.0 37.6 70.0 57.4 36.7 70.0 55.9 60 NEG -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -38.6 -61.4 -37.5 -74.9 -58.4 -37.3 -57.9 -73.7 -56.5 -38.2 -72.4 -54.7 -38.1 -72.3 -54.6 -35.5 -71.0 -53.0 POS 70.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 38.8 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 70.0 58.5 70.0 54.7 36.1 70.0 54.6 35.5 70.0 53.0 63 NEG -50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -75.0 -63.1 -73.2 -58.8 -35.7 -71.4 -55.7 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.8 -51.9 -34.3 -51.7 -33.7 -67.4 -50.0 POS 50.5 70.0 70.0 38.9 70.0 41.1 70.0 70.0 70.0 38.6 70.0 58.8 35.7 70.0 35.5 70.0 55.2 35.0 34.3 51.9 88.5 51.7 33.7 50.0 67 -55.01 55.0 -55.01 55,0 -52.11 52.1 -51.51 51.5 -50.11 50.1 72 -55.01 55 -55.01 55.0 42.81 42.8 78 -43.0143.0 413.81 ao.a °X0° & "OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12A. ° X0" or "OX & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL "X0X° SIZES UP TO 134° WIDE x 78" HIGH WITH 3r MAX. VENT WIDTH AND 67 MAX. FIXED WIDTH AND AU_ "XO" or "OX SIZES UP TO 97" WIDE x 76" HIGH WITH 37° MAX. VENT WIDTH AND Mr MAX. FIXED WIDTH 1 -55.01 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 A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT b I Meer Omen, ft. 0 UNEQUAL UTES 0 UNEQUAL UTES 0 UNEQUAL UTES PRODUCT' REINV. Lucas A. Turner. P.E. PE 098201 Mechentcal MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT ASSEMBLY DETAIL, SHEET 11 0 83 ASSEMBLY DETAIL, SHEET 11 Qo REFERENCE "XO" & "XOX" FRAME MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT I DAYLIGHT OPENING -►I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X REFERENCE "XO" & "XOX "'FRAME f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q !ADDUCT REVISED lOeftplying whit We MYR Wing C. is N Date' •-GL tradastOrded iYo PRODUCT RENEWED OS complying with the MOAN[ %Ming Code /ciep1oonMt +: • 11 ode .!GSZ.i 2013 , Cn t (%r /or Rand ar F.K F.K. 3/25/03 B RaHgw• Rawlar, bmr FJG 7/10/03 023/05 D Dal 12/17/02 tl Jed Br ADD 13/167 LG. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADO ITEM 89 bars 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BOX 1970 NOKOMIS, FL 34270 i T Visibly Qerrer bad SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT s n.n_aeet n, I row,r9 CA I NTS I 10 " 13 I 7045 -8 I D Luca" A. Turner, P E. PE 856201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 —T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MATL: 6063 -T6 °X" FRAME JAMB Neva Sir Oafs. F.K. 3/15/03 . 8_87 Oafs: F.K. 7/70/03 Oe,r.01' ID. F.K. 6123/05 5 Owe: F.K. 12/17/02 "XX" FRAME ASSEMBLY DETAIL "XO° & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL 8 Regis, NO CHANGE THIS SHEET NO CHANGE 1111S SHEET 0 ADD ITEM 89 50.0013y OWN #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID —SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID —SPAN "O" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 10ro O KMIS, R. 0271 P ST NOKOMIB, O 30273 P.0. BOX 1529 NOKOMIS, FL 34274 Visibly Better .159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 —T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 —T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Smealbiat Ibreir sn.m maeia"n CA-740 A 1.376" .095" .440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1 .434" 2.854° .062° NOM. 3.544" .062" NOM. NTS 11 a 13 7045 -8 • .062" NOM. I-- 2.784" —] FRAME HEAD, SILL, JAMB MATL: 6063 —T6 DWG# 7002A PRODUCT RENEWED as tm^nIrdw.4reth 16e MEMO s• � �j_ , 0 j or i / ti p A.7 Luca" A. arm., P.E. PE #58201 MecheM ®t • 2.919" PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1.0.) 13/16" 1G. GLASS (1/81110, AIR SPACE, 5116 °IAMJ) 5/16" LAMI = (2) LITES OF 1/8 "HS GLASS WITH AN.090 INTERLAYEIt - SOLUTIA OR DUPONT PVB In 13/16 LG. GLASS (1/0•14S, AIR SPACE, 7 /16 "LAMI) 7/16° LAMI = 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/8 "11S, AIR SPACE, 7/16 "L1M1) 7/16° LAMI= 3/16HS & 3/1611S GLASS WITH AN.090I4TERLAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 7006 7040 1635 331 7004A 7011 7012 7019 7018 POT. 0 781PQA 781PQA 670I7K 78X78PPSMS 7858ZA 710x12FP 6TP247 1634 6163K 61635K 60976 78x12PSTWB 67004 7I2XIPPT 711573 7FLDHD PARTS LIST DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8XI QUAD PHSMS FRAME CORNER KEY 1/2'X12 "X1B" CLOSED -CELL FOAM TAPE SASH -TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI -LACK KEEPER (R.H. & L.H.) 08 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08-32 X .375 PH. PN. TYPE B STUD BRACKET (1.E3 & R.H.) 08 X 5/8' FLT PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 010 X.500 PH. PHL 5/16' LAMINATED (1/8A & 1/81IS GLASS) .090I4TERLAYER- SOLUTIA OR DUPONT PVB 5/16° LAMINATED (1/8HS & 1/813S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INTERIAYER - SOLUTTA OR DUPONT PVB 7/16° LAMINATED (3/16HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5116 GLAZING BEAD (7/16 ") VINYL BULB WSTP (TRICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER REY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 08 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE #12 X I " PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP .ON T- HANDLE KNOB FOLDING HANDLE .706" .050° .865" O 5/16' GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523° ---� .050" �'i .865" A 07/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 . ICi 1.000" .423° 1-.— 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993" .289" .040" — --� }-- .172" .870" .125° .062" .050° .569" 0 13/16' GLAZING BEAD MAIL 6063 -T6 DWG# 7047 1.124"r._ 2.701' .093" CD CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 F.K. rkever 325/03 4.540r Gala' F.K 7/10/03 R.. O. Oob. F.K 0/23/05 Ra•Hn 6 ••••• Revision. a,a,m Sr Gab: Ch:MOar Oaro: F.K. 12/17/02 ADD 13/18 GLASS S GLAZING BEAD NO CHANGE THIS SHEET ADD EQUIV.. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY ORME NORMS. FL 34275 P.O. BOX 1529 PST Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 u,.••■ 7045 -8 Lucas A. Amer. P.E. PE 058201 Mechanical aa• NTS 12 - 13 • • • 1/4" MAX. SHIM ---i r ASEE NC'T.',:. Flowed By F.K. Date: 3/25/03 "eM 57. fier° F.K. 7/70/03 nand O F.K. 5/23/05 O:n" Or Oale: F.K. 12/17/02 A 2x WOOD BUCK (SEE NOTE 3) 1 I L Ill I 11/2' F+-- MIN. OPERABLE UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK O 0 NO CHANGE 171IS SHEET RvvisIons C - NO CHANGE TN18 SHEET A SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 1 r A SEE NOTE 1 - 1 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE REVISE NOTES AND REMOVE 3/10' TAPCONS 8 914 SCREWS 101 A SEE NOTE 4 uimpipld�. _111/4" MIN. L OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK SEE NOTE 4 070 TECHNOLOGY DRIVE 001(0010, FL 34275 PD. BOX 1529 0000514; FL 34274 1/4" MAX. SHIM ASEE NOTE 1 Visibly Better A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM f-- A SEE NOTE 2 I I I„„,, 11111�� 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2 OR MORE THICK 11/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 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 21/2 °. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4' ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT &_ seer CA I NTSI 13 - 13 A SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. tbaterg 7045 -8 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -] SEE NOTE 1 D 11/4 " MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK ( 1/ '7 (/05 - _ Lucas A. Turner. P.E. PE 558201 Mocharacei z JOB NAME : RESIDENCE 567 GRAND CONCOURSE MIAMI SHORES , FL ••• • • • • • • • .. ... . . . . .. • • .. • •• ••• •• • • • •• • • • • • • • •• • • • • • • • • • .. • • • • ••. • •••••• • • • • • • • • • • ••• • • • • • • • • • • • • . •• • .. ••• • • •• • • (EGRESS) LEFT EXISTING COLUMN (BY OTHERS) STOR. BATH STUDY NOT PART OF THIS PERMIT UTILITY CL CL FRONT DINING KITCHEN NOTE: MEAN ROOF HEIGHT : 14'-6" ROOF TYPE : 4 : 12 GROUNDFLOOR �L Y 78' 2" FAMILY ROOM LIVING NOT PART OF THIS PERMIT (EGRESS) EXISTING COLUMN (BY OTHERS) BEDROOM NOT PART OF THIS PERMIT BATH • • •. .• ... • • • • • BATH CL BEDROOM ... . . • • • .• ••...•.. • • •. . . • • ••• • • . • . • . • • .•• .. • • • .. • ... • • . • • . • • • • •. • • • • • •• ••• • • ••• • • • • •.• • • . • • • • • • • • • • .•. • • • • • • • • • • • • • • .• •• • • • .• •• 800 • • • 000 • • BEDROOM • • • • (EGRESS) EXISTING COLUMN (BY OTHERS) EXISTING COLUMN (BY OTHERS) RIGHT (EGRESS) EXISTING COLUMN (BY OTHERS) REVISION: EXISTING COLUMN (BY OTHERS) "A" 53 -1/8" X 50- 5 /8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIORLITE: 1/8" H.S. GLASS "E" 106 -1/2" X 50- 5/8 "(XOX)(1/3- 1/3 -1/3- CONFIGURATION) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.1I ZONE 5: +54.7 -712 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIORLITE: 1/8" H.S. GLASS NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.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,COLUMNS,FRAMNG,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR FRONT ELEVATION NOT PART OF EXISTING COLUMN Y OTHERS) THIS PERMIT "C" M.O. 127" X 50 -5/8" (2) 31 -3/4" X 50- 5.8 "(X)(LATERALS) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIORLITE: 1/8" H.S. GLASS (i) 31 -3/4" X 50- 5 /8 "(0)(CENTER) SERIES C- 740 ALUMINUM FDOD CASEMENT WINDOW- IMPACT N,O.A.: 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIORLITE: 1/8" H.S. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" X 50 -5/8" ALUMINUM TUBE MULLIONS BY PGT. N.O.A.: 06- 0125.07. EXISTING COLUMN (BY OTHERS) "C1" M.O. 127" X 50-5/8" (2) 31 -3/4" X 50- 5.8 "(X)(LATERALS) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIORLITE: 1/8" H.S. GLASS (2) 31 -3/4" X 50- 5 /8 "(0)(CENTER) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" Ii. S. GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETIER USING: • • • ..1;X2 -344" 4 3,8" C,50 -5/8" ALUMINUM TUBE MULLIONS B'X j'Qr i p.p.: 06- 0125.07. • • •• ••• •• • • • •• ••• ••• ••. -. ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • •. • •• ••• • • • ••• • • • REVISION: DATE: 21/01/11 SCALE: 3116" ® r DWG. BY: M.R.Z. JOB #: 01-2011 2 of 5 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.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(LE: BEAMS,COLUMNS,FRAMDNG,ETC) SHALL BE DESIONEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR EXISTING COLUMN (BY OTHERS) (EGRESS) EXISTING COLUMN (BY OTHERS) "B" 74" X 50- 5 /8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54,7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "H" MO. 74" X 76 -1/2" (1) 74" X 38 -1/4" (XX) (TOP) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 74" X 38 -1/4" (XX) (BOTTOM) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 74" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 06- 0125.06. 1" X 4" X 1/8" X 74" ALUMINUM TUBE MULLIONS BY PGT N P RT OF RIGHT ELEVATION "F1" 37" X 50- 5/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08-0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "Hl" MO. 74" X 76 -1/2" (Il 74" X 38 -1/4" (XX) (TOP) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS -- (1114" X 38 -1/4" (XX) (BOTTOM) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0117,11 ZONE 5: +54.7 -73.2 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/4" H.S.CLASS .090 SOLUTIA OR D17P011'. P ININPRCAYER INTERIOR LITE: 1 /ri.S* YiLAn • • • - • NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 74" AMMINI JM 1 E. MULLION •' • BY PGT. N.O.A.: 06-0115.04 • . . . • •' • • • • • •. • • • • • • • • • • •••• •• • • • • ••. • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • ••• • • REVISION: J O 1 DATE: 21/01/11 SCALE: 3/16" © 1' DWG, BY: M.R.Z. JOB #: 01 -2011 3 of 5 �. J EXISTING COLUMN (BY OTHERS) "A" 53 -1/8" X 50- 5 /8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "H" M.O.74" X 76-1/2" (1) 74" X 38 -1/4" (XX) (TOP) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H. S. GLAS S .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 74" X 38 -1/4" (XX) (BOTTOM) SERIES C- 740 ALUMINUM CASEMENT WINDOW-IMPACT N.O.A. : 08-0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 74" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 06- 0125.06. NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S 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(IE: BEAMS,COLUMNS,FRANIING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 3' - 5" 1" X 4" X I/8" X 74" ALUMINUM TUBE MULLIONS BY PGT REAR ELEVATION "F" 37" X 50- 5/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW-IMPACT N.O.A.: 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "H1" M.O. 74" X 76 -1/2" (1) 74" X 38 -1/4" (XQ (TOP) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 74" X 38 -1/4" (XX) (BOTTOM) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS ••• ••• NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 74" ALUMINUM TUBE MULLION : • BY PGT. N.O.A.: 06- 0125.06. ••• • • • • NOT PART OF THIS PERMIT "G" 37" X 38-3/8"(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS 74" X 38- 3 /8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08-0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS •• ••• • • • • • • • • • • • • • • • •• ••• •• • • • •• ••• • ••• • • • • • • • • • • • • • • • • • • • • O. • •,, • •. • • • • • ' • • • • • • • • ,• • • • • • • ••• •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • •• •• ••• • • REVISION: g v z U N DATE: 21/01/11 SCALE: 3 / 16 " 0 1' DWG. BY: M.R.Z. JOB #: 01.2011 4 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S 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,COLUMNS,FRAM1NG,ETC) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE.4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 7-10" LEFT ELEVATION (EGRESS) EXISTING COLUMN (BY OTHERS) "F" 37" X 50- 5/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "B" 74" X 50- 5/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "F1" 37" X 50- 5/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54. -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .990 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS J" 1' -7" (EGRESS) ' EXISTING COLUMN (BY OTHERS) 19 -1/8" X 38- 3/8 "(X) SERIES C- 740 ALUMINUM CASEMENT: WINDOW- IIVIPA CT N.O.A.: 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/15" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. MASS D" 37" X 26 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT i N.O.A.:08- 0117.11 ' ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" HS.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS .. ... • • • • • •. • • its • • • • • •• •.• •• • • • •• ••• •.• ..• • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • ... • • • • ••• • • • • • •.. • • • • • • •.. • • • • ... • • • • • • • .• •• • • • .• .• .•• • • • ••• • • REVISION: DATE: 21/01/11 SCALE: 3/16" - 1' DWG. BY: M.R.Z. JOB #: 01 -2011