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WS-10-1902Inspection Number: INSP- 152670 Scheduled Inspection Date: December 02, 2010 Inspector: Bruhn, Norman Owner: COOPER, CAROLYN A Job Address: 860 NE 92 Street Project: <NONE> Miami Shores, FL Contractor: ARCO CONSTRUCTION Building Department Comments December 01, 2010 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 -10 -10 -1902 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060050150 Phone: 305 -892 -6507 NEW IMPACT WINDOWS ON THE EAST SIDE OF RESIDENCE FRONT AND GARAGE Passed / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ( Page 11 of 22 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): 62, itaOt ( ' 5j/ Phone #: 305 Li 3 / Addres: CO fa. � -i4;)„.r— City: State: i - - � Zip: `r -✓),r) Tenant/Lessee Name: Email- JOB ADDRESS: S G2 0 i I— City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: ����� ' City: .Jl..L-�l kl A ; Qualifier Name: DESIGNER Architect/Engineer: Type of Work: DAddress Description of Work: Miami Shores Village Building Department 10050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Niet OAlteration State: Permit No. 5I 0 / 9-6E— Master Permit No. Miami Dade 3 (177 a oc, z i zoo sit, ...................... Phone #: Zip: NO 1 —/ Flood Zone: Phone #: Zip: 9 Phone #: PdO,C .g, a -C 9 SID 7 State Certification or Registration #: C G ('' S rp 1 6, Ce cate of Competency #: Contact Phone #: 6 CU-Ian Address: Phone #: Value of Work for this Permit: $ 2_ 5 v Square/Linear Footage of Work: New epair/Replace ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * ** ************ ** **** ************ se eF *** *********** ae********** x ******* Submittal Fee $ Permit Fee $ / 90 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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. i "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be chgrged. Signature &Val) Sign: Print: or Agent The foregoing instrument was acknowledged before me this2Z day of®O fr , 20k, , by6 / -ta(pl CO(-it who is personally In to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expire « * *� *vsa *e * * * ** *** r , 4R% r � x 07 1 2 615 gD9II C ,e, L9 A7/v Expires- gUBIdC'T►'E OF FLbh Commission #0D857841. esthete A Dunn f Signatur ` /A- ctor The foreg ing instrument ` a owledged before me this day of , 20 /0, by CO 1 " 0 l5. s COO/ who is personally know o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �AMc Q 4)S j-w My Commission Expire$ MANY IRUBUCS MI OF IrLORIDA ow" Catherine A.. Duffin d Commission #D0857841 Fi:pirees: MR. 07, 701 44i4ttill'i6 APPROVED BY / ° l d Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06 /10 /2009)(Revised 3/15/09Xrev6/4/10) VMS. CM OU`z'lu 60oPG2 860 Pc Sit° RiL 1 j 3 fg APPROVED Miami Shores Village By DATE ZONING DEPT, BLDG DEPT sualEct TO catIPUANIMINDUIMPROVIii STATE AND couNIVIUSSANDREGUIPMONS P f c rt ` ® w TV (J,S s No T - G - D • • • • .. • .. • • • • • • .. • • • •••• .... • • • •••• • • • Mean Roof Height DESIGN PRESSURES PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -504 +46.5 492 +45.2 - 48.3 +44.4 .47.6 +43.7 4 7,1 +43.1 .6 - 466.2 +42.7 -46.2 +42.3 •45.9 +419 -45,5 +41;8 0 -15 ft -629.8 -62.2 +46.5 5 +45.2 -58.0 +444 -56.7 +43.7 - 55.8 +43.1 -54.6 +42,7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 1811 51.1 +47.1 49 +45.9 49,0 +45.0 -48.3 +44,3 47.7 +43.7 47;3 +43.3 - -48.8' -+42.9 46.5 +42.5 - 462 +422 ,1611 -63.1 +47.1 -60.6 +45.9 - 58.8 +45.0 57.5 +44.3 56,3 +43.7 55.4 +43.3 54.6 +42.9 53,9 +42.6 -532 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +48.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 47.7 +43.6 - 47.3 +432 18 ft -64.8 +48.3 -62.1 +47.0 -60.3 +46,1 -58.9 +45.4 -57.8 +44.8 58.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft 53.5 +49.4 -52.2 +48.1 51.3 +47.1 50.6 +48.4 5.0 09.5 +45.8 4 +45.3 49.1 +44.9 48.7 +44.5 -48.4 +44.2 20 ft -66.1 +49.4 -63.5 +48.1 51,6 +47.1 -60.2 +46.4 59.0 +45.8 - 58.1 +45.3 -57.2 +44.9 - 56.4 +44.5 55.8 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.0 +48.8 -49.7 +45.4 -49.4 +45.1 ft -64.8 +49.0 529 +48.1 -61.4 +47.4 - 802 +46.8 -58.4 +45.8 -57.6 +45.4 -58.9 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.0 +47.8 50.6 +48,3 50,3 +45.9 2411 -66.0 +49.9 54.1 +49.0 -82.6 +482 -61.4 +47.6 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft 564 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +475 -51.5 +47.1 -51.1 +467 26 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +48.7 28 ft -57.5 +53.0 58.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 - 52.7 +482 - 52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 582 +51.6 -68.2 +50.6 -64.8 +49.8 53.4 +492 -62,3 +48.7 -61.4 +48,2 - 60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 - 53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.8 +50.6 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 58.7 +52.0 55.9 +51.3 -552 +50.8 -54.7 +50.1 -542 +49.6 53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 - 70.1 +53.1 58.1 +52.0 5 6.5 +51.3 - 854.1 2 +50.6 5 +50.1 53.1 +49.6 52.3 +492 -61.8 +48.8 34 ft 38 ft w ry cc. a+ -57.4 +52.7 -58.1 +53.3 56.8 +51.9 -57.3 +515 -55.9 +51.3 -56.6 +51.9 -54.9 +50.2 -55.6 +50.8 ft ft -73.9 +552 -74.8 +55.9 -71.0 +53.7 -71.9 +54.4 ��w -67.3 +51.9 -68.1 +52.5 -68.0 +51.3 -66.8 +5t9 -64.9 +50.7 -65.7 +51.3 -64.0 +502 - 64.7 +50.8 7 mmV -62.4 +49.4 -63.1 +50.0 ft -61.3 +56.5 59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.8 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53,1 -67.6 +52.5 -68.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 ft -62.0 +57.1 - 60.5 +55.8 59.4 +54.5 -58.6 +53.7 - 57.9 +53.0 57.3 +52.5 - 56.8 +52.0 -56.4 +51.5 -56.0 +51.1 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -62.6 +57J -61.1 +56.2 -80.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 - 57.0 +52.1 -58.6 +517:..:. 42 ft - 77.3 +57.7 -742 +582 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 - 67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -852 +51.7 44 ft -632 +58.3 -61.7 +567 -60.6 +55,7 -59.7 +54.8 59.1 +54,1 58..5 +53.5 -58.0 +534 57.5 ::+518 57.1 +522 44 ft -78.0 +583 -75.0 +56.7 -72.8 +557 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 55.8 +52.2 48 ft 53.8 +58.8 -62.3 +57.3 -61.2 +582 50.3 +55.3 -59.6 +54.6 - 59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 -+52.7 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71,8 +55.3 -70.4 +54.6 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft 54.4 +59.4 52.8 +57.8 51.7 +56.7 50.8 +55.8 -60.1 +55.1 -59.6 +54.5 59.0 +54,0 -58.6 +53.6 •582 +53.1 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -714 +55.8 -71.0 +55.1 59.8 +54.5 -88.8 +54.0 57.9 +53.6 57.1 +53.1 50 ft 54.9 +59.9 534 +58.3 522 +572 51.4 +56.3 - 60.7 +55.6 50.1 +55.0 -59.5 +54.5 ` -59.1 +54.0 - 58.7 +53.6 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -7t6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 57.6 +53.8 ft - 65.5 +60.4 53.9 +58.8 52.8 +57.6 -61.9 +56.8 512 +56.1 50.6 +55.4 50.0 +54.9 -59.6 +54.5 -592 +54.0 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.8 -73.8 +56.8 -722 +58.1 -71.0 +55.4 -69.9 +54.9 -89.0 +54.5 -682 +54.0 ft - 86.0 +60.8 -64.4 +592 -63.3 +58.1 52.4 +572 51.7 +56,5 -61.0 +55.9 -605 +55,4 -60.1 +54.9 59.6 +54.5 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +572 -72.8 +56,5 -71.6 +55,9 -70.5 +55,4 59.6 +54,9 -68.7 +54.5 58 ft - 86.5 +61.3 -64.9 +59.7 53.7 +58.5 52.9 +57.7 52.1 +58,9 51.5 +58.3 -61.0 +55.8 50.5 +55.3 -80.1 +54.9 58 ft -82.1 +61.3 -78.9 +59.7 -78.6 +58,5 -74.8 +57.7 -73.3 +56,9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -89.3 +54.9 6011 -67.5 +822 -85.8 +60.6 54.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 51.0 +55.7 6011 - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58,5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 hQ` . CA a .OL)1 AJ Co i - f.. 03/02/2009 - 5:01 pm troyb F:103 Elements \10 Loadin0 1 CalculatorslASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4, TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) QR. EXTFjKOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OSEi1iNGiSTO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. • • 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR SSE AS REQUIRED BY THE LOCAL • MUNICIPALITY IN ACCORDANCE WITH CODE. • • • i • • • • • • • GENERAL NOTES: • ••• 1. THESE CHARTS ARE NOT VALID AS A SITE - SIMPER DRAWING. THESE TABLES ARE ONLY • VALID WHEN SIGNED & RAISED ENDED TO LLU . ENFE5IGN W ERE RES ASI.ISTED. • USE OF I THESE TABLES AND CORRESPONDING W lit D L TTY, EX 1SJ D 0TH • • • • COEFFICIENTS LISTED HEREIN SHALL BE DICTAT AND VERIFIED Y T GOVERNIN • • BUILDING DEPARTMENT AND PERMIT HOLDER. NO EIMIRI UITY FOR &PPLIiABILITY OF MBEs • VALUE USE IS OFFERED HEREIN. • • • • • 3. THIS SPECIFICATION IS NOT INTENDED TO OF FER•A T NY PRODUC INRiOVED • CERTIFICATION. REFER TO ANY SEPARATELY SU APPROVALS FOR DESIGN & INSTALLATION INFO IT �7��1 TT i��� IQ $$ E � N EE AP LIP CABILLITY E ESE TA% VALUES WHICH IS TO BE VERIFIED BY OTHERS I ACCORDANCE GO RNING CQI . • • _._ IND VELLOCITY) 1EGGORY ir (GENERAL RESIDENTIAL & COMMERCIAL CONSTRIICIIONII USING All IMPORTANCE FAGTOR • I =1.0. THESE TABLES NOT FOR USE WITH ESSEPITIALIFAGILITIES OR ASSEMBLY OCCYRAN011% TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIIMLA6E O11LY. THESR WOWS NOT VALID FOR • HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+ /- 0.18) - ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL B111 61118 DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE, 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL. DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION, CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. g_I ® I� ELEVATION 1 WALL ZONE FIGURES MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd m N 0 n 2 z �n REMARKS KNIT ISSUE REVISE FOR 07 FBC CHKD FLB FLB DRWN CL TSB DATE 04/19/06 02/23/09 THIS DOCUMENT 15 THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WM-MUT WRITTEN CONSENT OF FRANK L BENNARDO, RE "ALTERATIONS. ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THE DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 59885 ‘LS . CA t c- coOVea ` E;FLA chi leAJT Gv J / how S its 1 G,o K€ Si d " ti Atti Cc S 9 0 1 Miami Shores Building Department Product Ap . roval Schedule / Com O•ado 11 i • . f• MAIM . • !� �� \ . �.. 1. -L, _ .t.. L7 A . J V ^ i I a V , R \� / l �i.i � ' _� _ , ' E Shutter Required N 0 mut imporwasertem EMIEMIPSNEEM MOM' Jo ,A11 Product Acce • tanee • Deseripdon of Window or or or on • b . • •;• • . —.• nm arison Chart Address: 11111111111111111 - 111111111111111111 Permit No. •••• • •• •• • • • • •• • • • • • • • • i • • •• • • •••• • •••• • • • • • • • • • a • • • • • MI AMl�ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N OA Jeld -Wen, Inc. (OR) 3250 Lakeport Drive Klamath Falls, OR 97601 SCOPE: • • • • • • • ••• • • •• • • • • • .. • • • 0 •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 w ww.mi amidade cav /bulldlnoco 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 jurisdiction. BORA reserves the right to revoke this acre product or material within their Product Control Division that this product or material fails determined requirements by ements of the Miami-Dade the County bl building code. applicable 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 "6100 S/11 & 6400 D/H Premium Atlantic" Aluminum Single -/ Double Hung Windows - L.M.L APPROVAL DOCUMENT: Drawing No. JELD0093, titled "Premium Atlantic 6400 D/H & 6100 S/H Alum. Window, LW", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 08/11/09 with revision "A" dated 12/17/09, signed, signed and dated 02/11/10 by Robert J. Amoruso, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. ME1v ADVERTISET 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 pro'ided �o thpusey by t=1e m nufacturer or its distributors and shall be available for inspection at the jobs'it a This NOA revises NOA No. 07- 0717.05 and consists of this . and evi enc ' ne s Eg Official. well as approval document mentioned above. page 1 and evidence pag E -1 and E-2, as The submitted documentation was reviewed by Jaim J G 9 rgCOn, • ••• • • • • • • • • • • • • • • •• • • • • • • • • Muu cAOE couNrr �f • • NOA No. 09-0916.05 APPROVED Expiration Date: December 12, 2012 � Z5 to •.. . •. •A ?proval Date: March 17, 2010 • • • • Page l Jeld -Wen. Inc (OR1 NOTICE OF ACCEPTANCE• ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD93 00 Window, L o.. JELD00 1 tiro titled "Premi um Atlantic 6400 D/H ugh 8 of 8, re bate S/8/ Alum. 08/11/09 revision "it" dated 12 /17109, sign ' prepared by PTC, LLC, dated �08 /11109 with Amoruso, P. E. signed and dated 02/11 /10 by Robert J. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading Water Resistance Test, per FBC, TAS 20 g FBC TAS 202-94 4 ) Large Missile Impact Test FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading installation Per FBC, TAS 203-94 along with marked -up drawings and w prepared by diagram of double -1 single hung windows, i Report y National revised Test Po No.'s NCTL- 210...3588 -3 and N ell -2 10-3209-4, Labor d, Id 01/06/10 revised Te respectively, signed and sealed by a, P. E. dated 01/06/10 2. Test reports on: 1) Y Gerard J. Ferrara, P. E. Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test 3 ) Water Resistance Test, per FBC, TAS 202-94 FBC TAS 202 -94 4 ) Large Missile Impact Test per FBC, TAS 201 -94 5 ) Cyclic Wind Pressure Loadin along with marked -up drawin g per FBC, TAS 203-94 window, Prepared by gs and installation diagram of double-/ single hung window, r prepared National Certified Testing Laboratories Ferrar, dated 08/16/07 respectively, signed and b �seal Test Re port No. a, P. E. by Gerard J. (Submitted under previous NOA No. 3. Test reports on: 1) Air Infiltration Test, 2) Uniform Static est, per FBC, TAS 202 -94 3 Air Pressure Test, Loading per FBC TAS 202 -94 Water Resistance Test, per FBC, TAS 202 -94 4 ) Large Missile Impact Tester FBC, TAS Cyclic Wind Pressure Loading C, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 with m o alng wiarked -up drawings and installation diagram of double hung w by marked-up Testing Report No.'s i CTLA- 744W1, dated 10/15/01 and 01/23/02 respectively, g window, signed 44W and and s Ramesh Patel, P. E. P sly, signed and sealed b (Submitted under • • • • •' .. •' .... • • y previous NOA No. 02-8108.042): • . ' ... . •• ••• •• E -1 • •• _ • i • • • • • . • • • Jaf me J. Casson, P. E. • • • • •' • • • Chief! F Control Division • • • • MOA No. 09- 0916.05 Expiration Date: December 12, 2012 • • • • • • • 4pprgval Hate: March 17, 2010 • • • • • • • ••• • • • • • • • • • •• • • • • • • •.• • •• •• • •• • • Jeld -Wen, Inc (OR NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and Prepared by PTC, LLC, structural analysis, complying with FBC-2007, Amoroso, P. E. Robert J. dated 08/11/09 and 02/11/10, both signed and sealed by Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 0 9- 0312.03 issued to E.T. DuPont DeN emours & Co., Inc for their "DuPont Sentry Notice of Dc �' Glass® Interlayer" dated 05/13/09, expiring Acceptance No. 09- 0312.02 issued to E.I. pig on Co., Inc. for their "DuPont Butacite®PVB Font DeNemours & Co., Inc. 3. Notice r Acceptance Interlayer" dated 05/13/09, expiring eptance No. 08- 0206.01 issued to Solutia Inc. for th ` S flex X11 /10. Glass Interlayer" dated 0 4/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of confo signed and sealed by Robert and no financial interest, dated August 11, 2009, adder � °ruso, P. E. 2. Laboratory addendum letter for Test Report no.'s N 2 10 - 3209 -4, issued by National C CTL -210- 35$8 -3 and NC1'I,- 06/2010, signed and sealed by erhf�ed Testing Laboratories, Inc., dated January Y Ger 3 • Laboratory addendum letter ard J. Ferrara, P. E. issu by Certified C etter for Test Report no.'s CTLA -744W and Testing 0esting Laboratories, Inc., dated November 13, 2002, s gned�and' sealed by James Blakely, V.P. (Submitted under previous NOA No. 02 - 0408.02) 4. Laboratory compliance letters issu (Submitted under r � � Part of above referenced test reports. 5. Sales p eviouus NOA Nos. 02 and 07 agreement dated November 30, 2004 Wig J. Gills, signed by William J. Gills. etween Seasonshield, Jeld- -Wen and (Submitted under previous NOA No. 07 - 071705) G. OTHERS 1 . Notice of Acceptance No. 0 7- 0717.05, issued to Jeld-Wen, Inc "Premium Atlantic "6400" Aluminum Single Hung / Double Hung Windows Series approved on 10/112/07 and expiring between piring on WIZ 2. :. Hung ows ", 2. Sales .. (Submitted etween Seasonshield, foe, a J ; ei �F.. • under previous NOA No. 071 071705)" •. • • • • : . • • • • me J. Gasc' n, P. E. • • • • • • . • • Chief predict Control Division • • • • • 1lMOA No. 0 9- 0916.05 Expiration Date: December 12, 2012 E -2 • • • • • • • • • • t%lprpval pate: March 17, 2010 • • • • • • • • • • • 1•• • • • • • • • ••. •••• •• • • • •. • • .: • • • • •.. • • • TABLE O CONTENTS SHEET REV. SHEET DESCRIPTION 1 A GENERAL NOTES, INSTALLATION NOTES & D.P. CHART 2 A DOUBLEFNNO ELEVATION & ANCHOR LAYOUTS 3 A SINGLE -HUNG ELEVATION & ANCHOR LAYOUTS 4 A VERTICAL SECTIONS 8 A VERTICAL SECTIONS 6 A HORIZONTALSECTTONS 7 A GIAZING 8 CORNER MIME 8 A MU. OF MATERIALS &COMPONENTS GLAZING OP1TONS DESIGN PRESSURE RATING (PSF) IMPACT RATING 1.2,98@ +80A/ -88.0 LARGE MISSILE IMPACT GEENERAL NDIExI: 1. THE PRODUCT 19 DESS5NED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HV)4) OF THE 20137 FLORIDA BUILDING CODE (FBC)AT THE DESIGNP (8) STATED HEREIN. THE PRODUCT DET 1LS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORTI NCR 2103588.3 DATED 01A011110,CTLA-744W, DATED 10116/01, CTLA.744W1. DATED 01123102, NCTL21032094 DATED 01/09/10 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED 311 ACCORDANCE WITH CURRENT DADE COUNTY PROTOCOL$. 2. ADEQUACY OF THE E)081NNG STRUCTURAL CONCRETE MASONRY AND 2X FRAMING ASAMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED DUCT LOADS TO THE STRUCTURE L9 THE RESPONSIH>LTY OF THE ENGINEER OR ARCHITECT OFRECORD. 3. IX PT BUCKS AND 2X PT WOOD FRAMING ( WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS MIRE STRUCTURE. BUCK OESIGN AND INSTALLATION E THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. JELD -WEN PREMIUM ATIANTIC 6400 DOUBLE HUNG if 6100 SINGLE HUNG ALUMINUM WENDOW, LMI I NS TA LL A TION A NC if ORA GE DETAILS' 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REOUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE SYSTEM I8 NOT REQUIRED. 5. WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 8003-15 (FRAME HEAD, SILL, JAMB) E083-78 (SUP-ON NAIL FIN) 8. GLAD MEETS THE REQUIRMEN18 OFASTM E1300. 7. DESIGNATIONS 9L' AND V' STAND FOR THE FOLLOWING: X OPERABLE PANEL O: FIXED PANEL 8. A 1/3 INCREASE IN ALLOWABLE STREW FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(13) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd a 1.0) HAS BEEN USED FOR WOOD ANCHOR DESIGN. INSTAwTIDN NOTES: 1. ONE (1) INSTALLATION ANCHOR I8 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS S DEPICTED 18 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MA IMUM ALLOWABLE SHIM SIZE 191/4 INCH. SHIM WHERE SPACE OF 1118 INCH OR GREATER OCCURS. SHIM(S) SHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SEWER. 4. FOR BNSTAUATION INTO WOOD FRAMING, USE 1110 W000 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1122 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 314 INCHES. 3. FOR INSTALLATION THROUGH 1X PTBucK TO CONCRETE I MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, USE 1/4 INCH 31W TAPCON8 OF SUFFICIENT LENGTH TO ACHIEVE 1.114 INCH MINIMUM EMBEDMENT (FOR MASONRY) 813/4INCHES (FOR CONCRETE). MINIMUM EDGE DISTANCE IS 2-1/2 INCHES FOR BOTH CONCRETE & MASONRY. 6. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH PERIMETER OF NAILING FIN WHEN APPLICABLE . 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. • • • • • •• • • 8. FOR CONCRETE moo( APPUCATI0N%1 5?48T%vTALL INSTALLATION ANCHORS DM MORTAR N 9. INSTALLATION MICfORS SHALL BE INSTIPM!DM• ACCORDANCE WITH ANCHOR MANUFACT8IER'9* INSTALLATION INSTRUCTtON9 AND ARCtNJfe3SHNL NOT BE USED 114 SUBSTRATES VAIN T LESS THAN THE MINIMUM STRENGTH ANCHOR MANUFACTURER. • • 10. INSTALLATION ANCHOR CAPACTE8 NDR PRO9UCT9 HEREIN ARE BASED ON SUBSTRATE WI4)ERIPLB MTH THE FOLLOWING PROPERTIES: 8.18000- MINIMUM SPECIFIC GRAVITY OF 0.58. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 pd AND COMPLIES WITH AC 301. AC 318411 AND AC355 C. MASONRY - STRENGTH CONFORMANCE TO AMA C.90 AND AO 530-05, GRADE N. TYPE 1 (OR GREATER). • • • • •• • • • •• • • • • • • a • • •• • • •• • • •N-0- Robert J. Amene4P Elates P.E Na 48752 • • • 11 . 14 • PRY» ao 0t db61 affi0hRadii Cal - . 164_ r 16 /4" MAX O.A. FRAME HEIGHT 37' 32 3/4" MAX MAX OA OA SASH D.L.O. HEIGHT HEIGHT 31. 32 314' MAX MAX OA OA SASH D.L.O. HEIGHT HEIGHT 4' MAX FROM CORNERS (TYP.) 4' MAX FROM CTR. OF MEETING RAILS (TYP.) 3' (TYP.) 53 1/4' MAX OA. '— FRAME WIDTH —` 1---- 501/2' MAX OA. SASH WIDTH 493/4 MAX. OA. 0.1-0. WIDTH ELEVATION DOUBLE HUNG FLANGE ELEVATION EXTERIOR VIEW ALL CORNER 6' MAX. FROM .10' MAX. SPACING IS FROM CORNERS (TYP.) 1 I O.C. (TYP.) INTERIOR BUCK ANCHOR LAYOUT DOUBLE HUNG FLANGE LNSTALLATION EXTERIOR VIEW 3T 323/4' MAX. MAX OA OA 4 SASH D.L.O. 79 /4' HEIGHT HEIGHT MAX i t OA STEEL FRAME REINFORCEMENT HEIGHT 3T 32 3/4' WEEP NOTCH (0.5" x LEO HEIGHT) 13 (TYP•) 4' MAX. FROM CTR, OF MEETING T RAILS (TYP.) 4 SPACES T MAX O.C. (TYP.) 3' (TYP.) MAX. MAX. OA OA SASH D.L.O. HEIGHT HEIGHT x_531/4" MAX. OA FRAME WIDTH 50 1/2' MAX DA SASH WIDTH 46 314 MAX. OA D.L.O. WIDTH ELEVATION DOUBLE HUNG FINELEVATION EXTERIOR VIEW 3' MAX. FROM CORNERS(fYP.)� �6"MAX. ( I O.C. (TYP.) 3' MAX FROM CORNERS (TYP.) 9 ' MAX O.C. (TYP.) 0 V 0 0 Q x j� ANCHOR LAYOUT DOUBLE HUNG FIN INSTALLATION EXTERIOR VIEW • •• • • • • • • .• • • • • •••• •• • • • WEEP NO • • (0.5" x LES *worn • • • • • •• • •• • • • .• • • • ••4 • • • • • • •• • •4 • •4 0 1 • •• •• • • • • •• . y •• • Paten J. Anxouw. PE. FloM! P.E NV. 48752 a 1 • • SASH D.L.O. HEIGHT HEIGHT 4' MAX FROM CTR. OF MEETING RAILS (TYP.) 10 a MAX. O.C. (TYP.) ANCHOR LAYOUT SINGLE HUNG FLANGE INSTALLATION EXTERIOR VIEW STEEL REINFORCEMENT WEEP NOTCH (0.5' x LEG HEIGHT) ALL CORNER SPACING 1S FROM INTERIOR BUCK It 4 SPACES r MAx. O.C. (TYP.) 3r 32 3/4' MAX MAX. OA OA SASH D.L.O. 98114* HEIGHT HEIGHT MAX. $ OA FRAME HEIGHT 3r 32 314' MAX MAX OA OA SASH D.L.O. HEIGHT HEIGHT ELEVATION ELEVATION SINGLE IIUNG SINGLE DUNG FLANGE ELEVATION FIN ELEVATION EXTERIOR VIEW EXTERIOR VIEW ANCHOR LAYOUT SINGLE HUNG FIN INSTALLATION EXTERIOR VIEW • •• • ▪ • ▪ • •• • • • STEEL • •• REINFORG ME b • • • • • • ••• • • • • • • •• • • • ••• Robot J. Annuso. F'Mde P. No. 49752 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W / VULKEM 1160R EQUIVALENT STRUCTURAL ADHESIVE SEALANT MAX. OA. FRAME HEIGHT 781/4' EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W1 VULKEM 116 OR EOUIVALENTSTRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS SEE DETAIL 7 ON SHEET 7 28/3` MIN. r . EDGE DISTANCE SEE DETAIL 6 ON SHEET 7 e VERTICAL SECTION DOUBLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE Q VERTICAL SEE CTION MEETING RA (ALL UNITS) SHIM AS REQ'D. (SEE INSTL NOTE 3. SHT 1) VERTICAL SECTION DOUBLE RUNG FLANGE INSTALLATION CONCRETE SUBSTRATE 3/16" ITN TAPCON INSTALLATION ANCHOR CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 314° MIN. EMBEDMENT INTERIOR 1/4' MAX J SHIM SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) INTERIOR SEE GLAZING DETAILS ON SHEET 7 (ALL UNITS) 1/4" MAX SHIM IX WOOD BUCK BY OTHERS GEN. NOTE 3, SHT. 1) CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 1/2" MIN. EMBEDMENT SHEATHING BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS MAX. OA FRAME HEIGHT 781/4' EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W1 VUL KEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS E VERTICAL ON FIN INSTALLATION WOOD FRAME SUBSTRATE 1 112" MIN. EMBEDMENT SHEATHING BY OTHERS O VERTICAL SECTION DOUBLF. HUNG PIN INSTALLATION WOOD FRAME SUBSTRATE #10 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 3/4" MIN. EDGE DIST. f 114" MAX, SHIM SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1)• • • • • INTERIOR • • • INTERIOR HIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) 1/4" MAX SHIM • •••• • • •••• • • •• •• s • • • • • • • • • •• • 3/4" MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) #10 WOOD SCREW INSTALLATION ANCHOR • ••1 • • • 1 • � •• • • • • • • • • ••• • • • •• • •• IP • • • • p g 3�E • • RDLeq 1 AmDaeO. P.E. Fvnfes PF. Na. WM Le a i g 3 a � • •••• • • •• • � i It• • • K 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, WT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT MAX OA. FRAME HEIGHT 76114 EXTERIOR FINISH BY OTHERS • PERIMETER SEALANT BY OTHERS EXTERIOR EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS 2 8/8° MIN. EDGE DISTANCE SEE DETAIL 8 ON SHEET 7 0 O 0 ,I6, © I � "fl Niel � VERTICAL SECTION SINGLE BUNG FLANGE INSTALLATION CONCRETE SUBSTRATE SH M AS REQ'D. (SEE INSTL NOTE 3, SHT 1) SEE DETAIL 4 INTERIOR ON SHEET 7 VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE 3118' ITW TAPCON INSTALLATION ANCHOR CONCRETE BY OTHERS (SEE GEN NOTE 2. Slit 1 & INSTALLATION NOTE 10, SHT. 1) 1 314° MIN. EMBEDMENT 114' MAX SHIM SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) INTERIOR 114 MAX SHIM 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT.1 & INSTALLATION NOTE 10, SHT. 1) 1 iir MIN. EMBEDMENT SHEATHING BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS MAX. OA. FRAME HEIGHT 781!4° EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS #10 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 314" MIN. EDGE DIST. INTERIOR VERTICAL SECTION 1 ' / SINGLE HUNG \ FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR m INTERIOR 0 0I ; V m 0 1 112" MIN. EMBEDMENT SHEATHING BY OTHERS O VERTICAL SECTION SINCE HIRING FIN INSTALLATION WOOD FRAME SUBSTRATE 1(4" MAX„ SHIM SHIM AS REQ'O. (SEE INSTL. NOTE 3, SHT 1) HIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) • 1/4° MAX SHIM • • • • • • • •• • 3/4' MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) #10 WOOD SCREW INSTALLATION ANCHOR • • •• ••t • • • • • • •• • • •• • • • •• • •••• •• • • • • • • • • • • S nmi=i • • • oq • • • • > V • • 1- moot= MI= et comply* with the Florida Asl'1• oS - �I� DZS h.! /!' £oi2. Robot J. Amorow. PE. Fiends P.E. No 49752 •. 5 • • • ••• • • •ti LL :• 1/4" MAX SHIM —► 3/4" MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1 ® #10 WOOD SCREW INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT T SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS 3/4' MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 0810 WOOD SCREW INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ WLKEMM 118 OR EQUNALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION DOUBLE HUNG PIN INSTALLATION WOOD FRAME SUBSTRATE SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) SEE DETAIL 8 ON SHEET 7 )+• - 1/4" MAX SHIM SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) SEE DETAIL 5 ON SHEET 7 O HORIZONTAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE INTERIOR EXTERIOR MAX. O.A. FRAME WIDTH 531/4' INTERIOR EXTERIOR MAX. O.A. FRAME WIDTH 53 114' SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM 25/8MIN. EDGE DISTANCE O HORIZONTAL SECTION DOUBLE HUNG FLANGE INSTALLATION MASONRY SUBSTRATE 1/4' MAX. SHIM 1 1/4" MIN. EMBEDMENT MASONRY BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 18° ITW TAPCON INSTALLATION ANCHOR 2 5/8 MIN. '•, EDGE DISTANCE O HORIZONTAL SECTION SINGLE HUNG FLANGE INSTALLATION MASONRY SUBSTRATE 1 1/4" MIN. EMBEDMENT MASONRY BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 8" I1W TAPCON INSTALLATION ANCHOR 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE WI VUL KEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT • • • • • •• • • • 1X WOOD BUCK BYOTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGele • • SUBSTRATE WI WU EM IADR• • • EQUIVALENT STRUCTURAL • • ADHESIVE SEALANT • • • • • • • • • • • •• • • •• • • •• • •• •• • • • • • •• • •s• • •• ••• sm i • i a I • • • 1014 a1 • ••a • • • B (` 1 ■: •• • •• •• • IRODUCTREVISED •amcil,raaaeliamtmta - 14.05 6�imetoe i /Fj � Robert J. M onne. PR Fbeda P.E. Ne. 69752 (b 3/4` MIN. GLASS BITE 3/4 MIN. I GLASS BITE k f INT. GLAZING DETAIL I (GLAZE TYPE A) r --- 11/32" (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: � 1/8" ANNEALED GLASS, 0.090" DUPONT SENTRYGLASO PLUS INTERLAYER, yr ANNEALED GLASS GLAZING DETAIL 3 (GLAZE TYPE C) 11/32' (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: 1/8' ANNEALED GLASS, 0.090" SOLUTIA PVB INTERLAYER, 1/8° ANNEALED GLASS INT. 3/4" MIN. GLASS BITE t EXT 3/4' MIN. GLASS BITE GLAZING DETAIL 2 (GLAZE TYPE I)) ■ GLAZING DETAIL 4 (GLAZE TYPE D) 11/32" (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: 118" ANNEALED GLASS, 0.090' DUPONT BUTACITE INTERLAYER, 1/8' ANNEALED GLASS 11132" (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: 1/8" ANNEALED GLASS, 0.090" DUPONT PVB INTERLAYER, 1/8" ANNEALED GLASS INT. DETAIL 5 DETAIL 6 DETAIL 7 STANDARD TOP SASH •• • • • • • • • ••• • • •• • • • • g • • 4m • • • • 8 sz ui v • •' • g • ••• • Robert J. Amonno. P.E. Pb Ms P.E. Na 49761 • • • • •i • of rit • • II St 1, 1 4514 dS! NO on 2.5 Dote ITEM* PART* DESCRIPTION MATERIAL MANUFACTURER 1 11395 FRAME HEAD 608345 INDALEX / EXTRUDERS 2 11344 FRAME SILL _ ALUMINUM ALUMINUM 6083 45 INDALEX / EXTRUDERS 3 8010LB GLAZING BEAD ALUMINUM 606348 INDALEX 1 EXTRUDERS 4 80NSI PULL RAIL FOR TOP SASH 1 LIFT RAIL FOR BOTTOM SASH ALUMINUM 8083 -18 INDALEX 1 EXTRUDERS 5 60ITVI TOP SASH INTERLOCK ALUMINUM 8083 48 INDALEX / EXTRUDERS 8 80IBVI BOTTOM SASH INTERLOCK ALUMINUM 883-46 INDALEX 1 EXTRUDERS 7 11343 FRAME JAMB ALUMINUM 8083-T5 INDALEX / EXTRUDERS 8 60IVJS SASH JAMB STILE ALUMINUM 606348 INDALEX /EXTRUDERS 9 - PILE WEATHER STRIP VINYL / WOOLPILE 10 - DOW CORNING 995 SILICONE SILICONE DOW CORNING 11 801GLVB VINYL WEDGE (DUROMETER = 78) VINYL • - • 12 - GLASS (SEE GLAZING DETAILS ON SHEET 7) GLASS • -• • 13 CRS STEEL REINFORCEMENT, (1/2°X 5/8' X FULL LENGTH) STEEL, ASTM A-36 •= 14 - ALUMINUM SPRING LOCK (2 EACH AT HEAD & SILL) ALUMINUM •••••••• 18 - FIBERGLASS MESH SCREEN FIBERGLASS • 16 - METALUC CAM LOCK (2 - 10° FROM EACH END OF MEETING RAIL) DIE -CAST METAL 17 84SHBKT FIXED SASH BRACKET (8100 SINGLE HUNG ONLY) ALUMINUM INDALEX 081 tUDERS 18 - 3/18" TTW TAPCON - INSTALLATION ANCHOR STEEL ' OA .. 19 - BULB VINYL WEATHER STRIP VINYL - 20 - #8 X 5/8" P.P.H. S.M.S. STEEL • 21 - 410 PAN HEAD WOOD SCREW - INSTALLATION ANCHOR STEEL • • - • 0 22 - SCREEN FRAME ALUMINUM - 23 - HOLLOW VINYL SCREEN SPLINE VINYL . . 1( INDAL61 EXTR 24 48222 SLIP -ON NAIL FIN ALUMINUM 8083 48 25 - !18X2' PAN HEAD S.M.S. STEEL. - 28 84SSTOP SASH STOP (NOT SHOWN) - 2! JAMB DIN; 1! JAMB 011 VINYL _ • -n, • 27 84SCAM SASH CAM ALUMINUM • • - • 28 8496 BALANCE GUIDE VINYL - 29 - BALANCE TAKE OUT CUP STEEL - 30 84GASK -1,2 FRAME HEAD GASKET FOAM - 31 64GASK -3,4 FRAME SILL GASKET FOAM - 32 - SASH DUST COVER ALUMINUM - 0 GLAZING BEAD 8083-T6 ALUMINUM 0.060' TYP. THK. 60 TOP SASH INTERLOCK 8083 -16 ALUMINUM 0.050' TYP. T)(K. 2.005° 1 ®SASH JAMB STILE 5083T8 ALUMINUM 0.045' TYP. THK. 0.937 - 1.725' 0.8 18' i R i t .1 t 1.572' FRAME HEAD 8083-T5 ALUMINUM 0.050' TYP. THK. 1 1 R r- 0.752' 0.080' ry 1 ® BALANCE GUIDE VINYL 0.148' TYP. TR( 1 0.787' 0 BOTTOM SASH INTERLOCK 808376 ALUMINUM 0.050' TYP. THK. FRAME SILL 5083-T5 ALUMINUM 0.080' TYP. THK. ' - 2.813' -+4 - 1 F_ ; 0.837' 1.186' 2 T 0 VINYL WEDGE VINYL 0.050' TYP. THK 0.305' I-- -I 0.406" ® TAKE OUT CLIP STEEL --+*-1 1.786' r-- 2. I 1.130' o.93rr { 0.60' 2 ® PULL RAIL / LIFT RAIL 8083 -16 ALUMINUM 0.050' TYP. THK. 70 FRAME JAMB 6063.48 ALUMINUM 0.050' TYP. THK. 1-0-2.773 1.812 1 1___I 1 1.112' 2.25r =- 103 REINFORCEMENT ASTM A-36 STEEL f + -o.e25 () SASH DUST COVER ALUMINUM 0.050' TYP. THK 0 SPRING LOCK ALUMINUM � 078 5 " 0 0 SASH LOCK DIE CAST METAL - d\it ® FRAME HEAD GASKET FOAM 0.080' TYP. THK r 0.575" ---1 '•902' 1.587° 1 1 f 2.803' 0.715' BILL OF MATERIALS 17 FIXED SASH BRACKET ALUMINUM 0.070' TYP. THK. SLIP -ON NAIL FIN 8083 -10 ALUMINUM 0.050' TYP. THK. 1 1.375' 0276' -- Ho -� 31 ) FRAME SILL GASKET FOAM 0.080' TYP. THK. 3.L 2 2.734' SASH CAM ALUMINUM 0.063' TYP. THK. 20s SASH STOP VINYL 0.080' TYP. THK. n 0.75' 1.048' -► Ij- 7 • a • •42'•• • • •• s • • • •• • • ••s• • N • ••• • •• •• 3 2 MODULI REVISED a r Rae FOILS WE MUM Division Robert J. Menne, Pt. Footle P 6.14a. 49752 1 t a • 1 .• 1 1 t ML%MI DARE COUNTY, FLORIDA 140 WEST FLACLEER STREET, SUITE 1603 FLORIDA 33130-1563 NOTICE OF ACCEPTANCE OA (305) 373 -2901 FAX (303) 372 -6339 PGT Industries w� inarnde 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 and accepted by the Board of Rules and A tY Product and of Control Division where allowed by the Authority Having Jurisdiction (�j) 6e used in Miami Dade County and drer areas This NOA shall not be valid after the expiration date stated below. The Miami -Dace Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material for , the man quality assurance purposes. If this product or material fails to perform in the accepted mannea immediate( revolts modify or th e thew a of s incur the expense of such testing and the AM may Y product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined Division that this product or material fails to meet the requirements o Miami-Dade County Product Control This product is approved as described oftire applicable building code. Code, including the High Velocity Hurricane Zone. beyigned to comply with the Florida Building DESCRIPTION: aeries C - 740 Outswing A fuminnm Casement Window -L 3tL APPROVAL DOCK: Drawing No. 7045 -8, titled "Aluminum Casement Window, through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, �' :sands 1 sealed by Lucas A. Turner, P.E., bearing the Miami -Dade Co ' 1�P� by manufacturer, sig Notice of Acceptance number and expiration date by the Miami-Dade fro! Product Control o Di with the Y MISSILE IMPACT RATING: Largo Missile ty Product Control Dvision. Impact Resistant LABELING: Each unit shall bear a permanent label with the manufactures name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherveise RENEWAL of this NOA shall be considered after a renewal application as been filed andthere been no change in the applicable building code negatively affecting he TERMINATION of this NOA will occur after the expiration date orif th� has been a revision or change in the materials, use, and/or manufacture of the product or any Product for sales, advertising or any other process. Misuse of this NOA as an endorsement of comply with any section of this NOA shall be cause shall automatically and terminate oOA. NOA. Failure to 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 8-1 and E-2, as well as approval document mentioned above. The submitted d • • • • • • s • •• • documentation was reviewed by Manuel Pity p „ • • : :: • • : • r • • • S • ••• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MANMADE COUNTY APPROVED NOA No. 01-01 17.11 • • • • • • • • • • • • •: E :eh,1 Date: May 22, 2013 • • • • • • • • Atpeava Date: Ma y IS, 200A • • • •• • • • • • • • • • • • • Page 1 ••• • • • • e•• • • • • • • • • • ••• • • + • • • • • • • • • • • • •• `• ••• • •• •• • ••• • ••• • • PGT Imdn NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 I. 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 underNOA# 05 1129.11) 2• Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 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 FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, No. y (Submitted anderNOA# 05 ' P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted underNOA# 03 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 afdpeplcd' yy.J h C •, han,P.E. (Submitted under NOA# 03 • ,Manuel Pe Product Control mi .r • ••• •• ••• • ••• NOA No. 0 .11 • • • • • • •' : • : • Expiration Date: May 22, 2013 • • • • . • • • • • • •.• • E - • f•. • • • • • •• Appr Date: May 15,2008 • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• PG1' Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4 ) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of three aluminum outswin casement windows, prepared by Fenestration Testing Laboratory, Test Report g FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, eP°rt No. (Submitted under NOA# 03- 0611.02) y P.E. 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 "Salle: 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. 03-7.1L28 issued tp PG7Industries for th ' dow — es /22/08. Aluminum Casement Win . la••L • • • • t�► 3/06, ex •'�t� • •�t /22!08. •. ... .. • Manuel P . P.F. • • • • • • • • • • • Product Contro fner • • NOA No. 17.11 • • • • • • • • • • • • • • ▪ • . Expiration Date: May 22, 2013 • . . . . . . • . . . . • • • • • • • • • • • • . • • • • • • • • ; • Approval Date: May 15, 2008 • E -2 •.• • . • • • • • • • • • .• •. • • • •. • • • .•• • • • • • • • • •.. • • • • • • • .. .. • • • ••• • •. .. • • • •• •• • •• • ••• • 1•i • • • ••• •• . •• 1• • • 1 • ••• ti F X 31 Owasig FX 7/3G.3 a•.wb J_ F IC 6/t.14):. 4a••• a FK 0.• CAlurd W. Ow • DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NE614 DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DE4GIVOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. D. �'CZf1 SEE SHEET 5. E. FOR "XX' CONFICORATLONS SEE SHEET 6. F. FOR+ `XOX".rO'tONFIGURATIONS SEE SHEET 7. G. FOR 'XOX' r'XU' OR "OX' CONFIGURATIONS SEE SHEET 8. H. FOR lVN €QUAL•Itt h11 KOX, 'XO' 8 "OX" CONFIGURATIONS SEE SHEET 9. AN611ORA6E: THE' ;/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR !, • • • ADUIjRMAL ANCHORAGE INFORMATION. • • HEA(14.51IL 117 *fl ROM CORNERS • •••• Mt; 4 b 7' ON EACH SIDE OF MEETING RAILS • MAX. 14112" SPACING ON VENTS • • •' • • MAX. 13" SPACING ON FIXED LITES • • (2) ANCHORS 3' APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114' 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 UMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. r• .7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. C ND c.NA Q 'HIS SNCE T tom rEC,44XCIGYDAIVW NOMAVA FL 34176 8 ADD one, G 4 MOVE GLAFIiG OETA LS 70 SHEET D ADO 7d'HT.,GABS TYPES F AAD4 RE RAGE. P.O. SOX 1529 NO,C1.1 4. FL 31274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA o I NTS 1. 13 Omni* 1 D Pausurflialasis as awRitielS AN* P@ODUCr OEWED roaq�y �oiLrd" 1t.(g•R J Cca , Y . 4 • JLJ._._ ' .d• 1 V12,r /o5 Weis A. um w. P.E .502o1 Mach atal -- F1ITES: LARGO - AS 1 IN''W 3 0 x 0 CONFIGURATIONS OPTIONS 3 x i 0 3 x mini 1 21 Al xl g I x UNEQUAL LITES X 0 UNEQUAL LITES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET 1 2 NOTES GLAZING DETAILS 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 1. GLAZING OPTIONS: A. 5/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118` HEAT STRENGTHENED GLASS W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W! AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7116" 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 118' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. Gas 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) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16' I.G. GLASS COMPRISED OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER 2 CONFIGURATIONS' X XX XO OX XOX AND 0 • • • • • :i1 118" ANNEALED OR — HEAT STRENGTHENED —L GLASS • • • • •• •••• • • • 2' e •• 3/16" ANNEALED OR riEAT s1 I T ENED Gild • • • • 43 • • •• • • • •• 5116' LAMINATED GLAZING DETAIL 3/16' HEAT �-- STRENGTHENED •• . GLASS • • ••••• 11001 �r i 7/16" LAMINATED [� GLAZING DETAIL AD C/44M E" r) ss ?h1EiT --.090 PVB INTERLAYER 1-- 1/8' HEAT STRENGTHENED GLASS 0 31 318" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS --- .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER .65" NOM. GLASS BITE Re-DRAW u&A:ING DETALS l ADO 13118• I. t ADD 13'1b" LAIW w WI 7i1• 1AA11 j C0144440* 51Ir LAW DETA L CD® 3116' ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1 /8' ANNEALED GLASS 1o7D7E(3, cGYDINE k K4468. FL 3+275 P.O 8DX 1523 NONOWS, FL 34274 13116" 86 --•.. 13/16' 13/16' I.G. WI 7/16" LAMI h GLAZING DETAIL 5/16" LAMINATED COMPONENT 118" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 116' HEAT STRENGTHENED GLASS 13/16' I.G. W/ 5116' LAMI GLAZING DETAIL 7/16' LAMINATED COMPONENT .090 PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE ir GLAZING DETAILS �...._ ALUMINUM CASEMENT WINDOW, IMPACT v"' Better I NTS l 2 • 13 �~ 7045.8 .65' NOM. GLASS 917E : MI= fr2.3 : '4 er'tett4 Lurie; A. Tumu. Ps. PE aSo201 Meavnal .ANC ©R • • LOC • • (SEE 8447•1, ••(•• 4OTE4) • • • • CENTERLINE 1 112" F.K '4.ww. ti Fn, 7110173 ....air 0.. Fn AZ D... ", o.. F. IC WI 7102 ANCHOR 1 1/2" LOCATION TYP. MAD -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) •.••• •• • • • .. . ••• , SEE AN • • • • •••• f1NCHOR•DETAIL ••;' 000000 .INY∎. • •• •• •••• • • A C 0 comma Dow SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. I ANCE SiirFT NO. REFERENCES ADO HINGE LOCATION WAILS 30" MAX. DAYLIGHT -"- OPENING 7" 11111 BI . 4" MAX 7 — F — Ch4N0E MAX HT. TO 79' AND M(41 DLO 70 69' ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX 134" MAX. WIDTH 53' MAX. DAYLIGHT — OPENING 0 TT 13" MAX. O.C. 60" MAX. FIXED 1070 TECHNOLOGY LANE NOKOh . FL 3(275 P.O.AQX15:9 NONOWS F 341274 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. 1 4" MAX. I 4 MAX --►I 30" MAX DAYLIGHT OPENING ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) edy: Vi�iJj6Qr8etar 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT "XX" & 'XOX" ELEVATIONS 74' MAX. WIDTH 30' MAX. DAYLIGHT OPENING f J 141/2• MAX. O.C. TYP. ELEVATION 'B' - SHEET 7 FOR PRESSURES) NOTE: 'X' PANEL MAY SWING IN EITHER DIRECTION L . --L- 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ALUMINUM CASEMENT WINDOW, IMPACT CA440 NTS 3 0 13 f �~ 7045 -8 / X / SEE MEETING RAI ,DETAIL . (2) ati 69" MAX DAYLIGHT OPENING 76' MAX. HEIGHT a ?°•iler anima h A.(.rier • 1 Z. mum= wawa) m salelp a_*th is suuLT : Luray A Tunes, PE. P& 656201 Aa.ow(rral �V��i .ccJ4— • • • • ••• • • •• ••• • • • •. • • • ••• • • •• ••• • • •• ••• • • • ••••.• •• •• • • • •• • •• • . •• • . •• • .••• • • •••• • •••••• • • Y. F, r; 3r:A ra.., " . 'Saw w.. ".. F n'. •?3L5 .r.e F 7ha.44 O AC 12'172 �Fh • •• • • • 14 112° MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF 'W PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) •. Jl<11tiGE Lecere p APPROX. FI.41SH A3INST JAM, • ; • TYPICAL-LEAD t` SILL HNG LOCATIOi+DE1 JL •• •• • • 11..11 •••• • • •••• 000000 • •1111• SEE MID -SPAN ANCHOR DETAIL --\\( SHT. 3 TYP. (2) 13" MAX. O.C. CtwA'uF SNEE r NO. F t.dch%ES 13" MAX. O.C. ADD reu.G6 £ Tsw. S )4,4.154E LC I,7rMN t407ES C,LiN„c MAX MT. TO Ter 4ND MAX. PLO TO ur 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING L___ 4 " � 4" iVIMAX. -1 69" MAX. DAYUGHT OPENING I 141/2" MAX. O.C. ELEVATION 'D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 10:0 1EChrNOLOGY OWE NO•W95. Ft 34275 P 0. 80% 7429 NOICD 44S. R. 3427.4 76" MAX HEIGHT 1 30" 53" MAX DAYLIGHT DAYUGHT OPENING OPENING rTh SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 1 -* ---04— 13 " MAX O.C. 1 4' MAX. 37" MAX. VENT _--- ---60" MAX. FIXED - ELEVATION "E' - "0" (SEE SHEET 7 FOR PRESSURES) 69 MAX. DAYUGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 7r MAX. HEIGHT - --- -� - 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 UTE (SEE SHEETS 8-9 FOR PRESSURES) Viiddidat$sa.i "X", ""O" "XO" & "OX" ELEVATIONS w. ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 4 a 13 7045 -8 69' MAX DAYLIGHT OPENING 76' MAX. HEIGHT saw ~1'01 r` Moss Aragrq 9 y f iOOLca RS3 b,tD O ckAgicimorlib {btWILMS SallibitC;4 3 C+ LUG O* A rums, P.E. PE *WWI Maitatbmil I(7^. /or- F A a...au4 T i 7itau, C NO C+4NVE71.05&ICL.T an &add w.aau D REWSEAAChCR, .5 ADD 'o -rcnc •n OI T1CN • • • •• • • COMPARATIVE ANALYSIS TABLE 1 °X" Jv{DTH NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PCS NEG POS NEG POS NEG POS NEG POS NEC POS 19 118 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 -88.3 70.0 -842 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 20 1!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 .266 -65.0 65.0 -63.7 63.7 B,E -90 0 70.0 -90 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 - 68.4 68.4 - 63.9 63.9 - 60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 30 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 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0-90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 - 45.6 45.6 - 43.9 43.9 -42.2 42.2 B.E - 90.0 - 70.0, -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 • • t7 • :. 1441LE2. ••••• • • •• • 00000 • • • • ••...• • •. !••• GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,118"HS) B. 5116" LAMI (11811S,.090,1/8 "HS) E. 13/16° LAMI (1/8 "HS,318" SPACE, 5 /16" LAMI- W/ 1/8"HS,.090,1 /8"HS) HEIGHT A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 B,E _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 75.070.0 -75.0 70.0 - 70.4'70.0 -60.4 60.4 •-Z5.0 70.0 ,7.5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 �. 75.070Q' -75,10 70.0 -73.7 70.0 87.9 679 -59.0 59.0 8;L" !TA.0 70.0 750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ••••• • •• • . • • • • T ....., .. w r,... F 6,1.4 1i 26 31 36 383/8 - 43 48 50 5/8 54 57 60 63 66 69 72 •• •• • • • • •••• ...••• ..:.D GLASS TYPE E 70 TA4LES 7 5 4 GLAZING OPTION: C. 7/16" LAMI (3/16°A,.090,3/16 °HS) FK. 72JI7.U2 _- P.0 .5 A 7529 110107 LS FL 342A1 "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 452 45.2 -42.4 42.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 - 39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -52,8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 °X° WINDOWS ALL X SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 ABLE 2A . •... "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIQNO! 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) • • • 070 TECHNO..OGr OWE 1101 10416, ZOS, FL 31275 ALL "X" SIZES UP TO 37 WIDE x 76° HIGH NOTES. ty 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1'4 CRETE -FLEX ANCHORS. 2. IF INSTALUNG WITH R12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Visibly Batter a.r.srrr TEST REPORTS: FTL -3580, FTL -3587 CA-740 NTS - 55.0155.0 X PRESSURES- X CONFIG. WINDOWS • an..w 5 " 13 7045 -8 ALUMINUM CASEMENT WINDOW, IMPACT L a : tirHeNNW ••••r •• �YXaTi, 2 raovl.'cr RENEWED anphi"` Irk• Ws Ned& ask* Cae Muss= M adst LucasA PE 0182111 •• • • •. • • .• COMPARATIVE ANALYSIS TABLE 3. 47.7 42.4 39.7 • • • • WIDTH • 37 43 48 53 118 57 60 64 68 72 74 • 13LE 4. • A -75.0 A -75.0 A -75.0 A -75.0 A -75.0 A -75.0 A -75.0 A -75.0 • NEG 75.0 4x15.0 r ,t 821SS 0 • • • • •q • • TABLE5.• ••: ••• "•• • • ••• ••••• •••• • • • YABLE SA • • •.: C. 044 41.444I o." .l..".o. 26 f K 12/1:/02 POS 70.0 70.0 70.0 70.0 70. 70.0 70.0 70.0 70.0 a. NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 0_ • -7 §.0 •• • • • • ••••• •••- • •••• 31 36 POS . NEG 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 73.7 70.0 • • • • GLAZING OPTIONS: B. 5/16" LAMI (118`HS,.090,1I8"HS) . • • • "BLAZING OPTION: C. 7J16" LAM{ • • • • • POS 70.0 70.0 70.0 70.0 70.0 GLAZING OPTION: NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 383/8 -67.9 ite1.4 EANCHORS 4 .00 TABLE, 76'hL:G$TOPTION POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090.3 /16"HS) NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 WINDOWS "XX" WINDOWS "XX" WINDOWS 43 A. 5116" LAMI (118"A,.090.1/8"14S) POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 HEIGHT NEG -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -64.3 -52.8 48 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 (3116 °A,.090,3 /16"HS) 10701Ea9t0toGYORlVE NON0,49$ ft 44275 PO b01f 1529 N0.0as$ A. 34274 "XX° WINDOWS KEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 50518 -58.9 -54.9 -51.1 -49.9 Vuibly /Jaw PCS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 NEG -75.0 -75.0 -75.0 75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -48.4 54 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 48.4 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 57 POS 70.0 70.0 70.0 70.0 83.0 58.5 53.8 48.6 44.8 43.5 NOTES. a 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 14" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. TEST REPORTS: FTL -3582 NEG -75.0 -75.0 -75.0 .69.5 -60.8 -66.2 -50.4 -45.2 -422 -41.1 E. 13/16" LAMI (118 "HS,3J8" SPACE , 5/16" LAMI -W/ 118"HS,.090,118"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH F.13/16" LAMI (1B "A,AIR SPACE,7116" LAMI -W/ 3/16"A,.090,3116"HS) 60 63 POS NEG 70.0 -75.0 70.0 -75.0 70.0 -75.0 69.5 - 67.5 67.5 60.8 - 58.0 58.0 562 50.4 -47.7 452 -42.4 42.2 -39.7 POS 70.0 70.0 70.0 41.1 - 38.6 38.8 TEST REPORTS: FTL -3582, FTL -3729 ALL "Mt" SIZES UP TO 74" WIDE x 63" HIGH -75.0 70.0 TEST REPORT: FTL-3 ALL °XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.0 PRESSURES - XX CONFIG. WINDOWS O4-740 J NTS 18 d /3 l 7045-8 -90.01 70.0 TEST REPORTS: FTL -3580, FTL -4607, FTL - 4608 rrr ALUMINUM CASEMENT WINDOW, IMPACT 55.0 DolePlatlaa X X ►o ina'YLY1sY0 Iles Thai PRODUCT MUMS 4• cusitiblawailk 1G•iida etuidlattCaaa Anepwe 4 • , i.CL✓ • Lwu.. Tumor. P PE Ab2D, Skukol cll • • • •• • • • • • ' • • • • W'OTHS 0 36 42 45 46 53 112 ••• ■ � : eta • 5d 12 ••• "X OX 72 79 114 90 101 • 106 • 111 114 117 • IGHT 26 AEG POS 3 NEG POS 36 NEG POS 38 318 NEG POS 43 NEG POS 48 NEG POS 50 518 NEG POS 54 NEG POS 57 NEG POS 60 NEG POS 63 NEG POS 70.0 70.0 38.4 70.0 64.1 67 NEG POS - 55.0 55.0 - 55.0 55.0 - 55.�fi5.0 - 55.0 55.0 - 55.0 55.0 -55.0 55.0 55.0 55.0 -53.8 53-8 72 NEG POS 65.0 55.0 - 55.0 55.0 55.0) 55.0 - 55.0 55.0 55.0 55.0 - 55.0 55 ..0 -48.4) 48.4 - 46.8) 48.8 45.21 45.2 - 43.6 43.6 76 NEG P05 -55.0 55.0 - 55.0 55.0 -65.0 J 55.0 -55.0 55.0 - 55.0 55.0 -53.2 532 -49.8 40.8 -750 -75.0 -10.0 -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 75.3 -60.0 -75.0 -75.0 -90.0 70 0 700 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 70.0 700 75.0 -75.0 .60 . -75.0 -75.0 70.0 • 60.0 70 -75.0 -75.0 -90.0 -75.0 -75 0 -60.0 -70.3 -75.0 90.0 -650 -75.0 -90 -0 -60.8 00 0 70.0 70.0 70.0 70.0 70.0 10.0 700 700 70.0 70.0 70.0 70.0 70.0 65.0 700 70.0 60.8 • • • 1063!8 • -75.0 -75.0 900 -75.0 -75.0 90.0 -75.0 -75.0 90.0 b -75.0 -60.0 742 -75.0 0 70.0 70.0 74.0 '6Q 7 a -75.0 90.0 76.0 56.? 753 - 75.0 709 -. • 769 70. 1,60 7010 -11) 70.0 -66.2 7d!. a b T� a ••8 70,6 -564 70t !MO 70 0 58.7 70.0 10.0 582 70.0 70 0 57.1 70.0 70.0 58.2 70.0 70.0 55.0 0.0 700 70.0 70.0 -75.0 -75.0 -90.0 -75A -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 900 56.0 - 75.0 -SO .0 -54.3 75.0 -900 -75.0 -90.0 -48.7 -75.0 90.0 .47 .9 -75.0 -90.0 -48.4 -75.0 -90.0 -44.8 75.0 -900 .43 .4 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 87.8 70.0 70.0 82.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 -70.4 -75.0 -90.0 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 75.0 -90.0 -54.6 -75.0 -900 -51.1 -75.0 -90 0 76.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 .43.3 -75.0 -00.0 -42.1 -75.0 800 -40.9 75.0 -90.0 70.0 70.0 700 87.9 70.0 700 62.1 70.0 70.0 56.4 70.0 70.0 54.6 70.0 70.0 70.0 70 0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -58.3 -75.0 90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -88.9 -47.5 -76.0 -84.3 -46.2 -75.0 41. -44.8 -76.0 -79.4 60.4 70.0 70.0 59.0 70.0 70.0 56.7 700 70.0 83.3 70.0 70.0 68.3 70.0 70.0 55.1 70.0 70.0 Cail 70.0 70.0 500 70.0 70.0 49.1 70.0 70.0 47.5 70.0 T0.0 46.2 70.0 70.0 44.8 70.0 70.0 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -536 75.0 -90.0 -51.4 -75.0 -86.0 -75.0 41.2 -46.1 -75.0 -76.4 .45.3 -75.0 -750 .439 -75.0 -72.5 .42.5 -75.0 -70.7 -41.3 -75.0 -69.0 700 70 0 70.0 70.0 49.8 70.9 70.0 58.4 70.0 70.0 53.6 70.0 700 51.4 70.0 70.0 48.7 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.0 70.0 70.0 42.5 70.0 70.0 41.3 70.6 69.0 -75.0 90.0 -49.9 -75.0 -90.0 -46.9 -75.0 90.0 -53.4 -750 -90.0 -50.9 -75.0 -88.2 -48.8 -75.0 -80.9 1E11 75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -76.0 -64.9 51.1 70.0 70.0 49.9 700 70.0 46.9 70.0 70.0 53.4 70 700 50.9 70.0 70.0 46.9 70.0 70.0 442 70.0 70.0 43.4 70.0 70.0 422 70.0 68.4 41.2 70.0 86.7 40.2 70.0 64.9 -75.0 -90.0 QCLI123EEMI Cfb1® ; -436 -75.0 -90.0 -50.0 -75.0 -900 43.6 70.0 70.0 50.0 70.0 70.0 -75.0 -75A -90.0 -47.5 -75.0 -81.8 GE111211 1:1E1 -75.0 -70.3 - 41.9 -75.0 -65.4 -40.8 -75.0 -83.6 -39.8 -75.0 -81.8 - 38.7 -75.0 -60.4 479 70.0 70.0 70 .0 70.0 47.5 70.0 70.0 70.0 70.0 42.2 70.0 66.5 41.9 70.0 85.4 40.8 70.0 63.6 39.8 70.0 81.8 38.7 70.0 60 CU CO EIBEEI -75.0 -90.0 -41.1 75 -90.0 -469 -75.0 - 84. 5 -44.7 -75.0 -76.9 -42.5 75.0 -70.7 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 41.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37 -75.0 57.3 70.0 70.0 70.0 70.0 41.1 70.0 70.0 48.9 70.0 700 44.7 70.0 70.0 42.5 70.0 70.0 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 501 38.5 70.0 58.7 376 70.0 57.3 -75.0 -90.0 -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 -87.3 -382 -75.0 -63.5 -38.0 -750 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -38.7 -73.3 -55.9 38.1 -722 -64.5 70.0 70.0 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 700 70.0 40.4 70.0 67.3 Eli ®® 70.0 63.5 38.0 70.0 60.0 37.8 70.0 59.1 372 70.0 57.5 36.7 70.0 55.9 36.1 700 54.5 -75.0 90.0 -75.0 -900 36.5 -76.0 -832 -41.9 -75.0 .75 . 39.7 75.0 -69.2 36.4 -75.0 -84.1 -74.3 -60.5 36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 34.8 -59.8 -53.2 34.2 -68.4 -51 .6 39.7 70.0 70.0 36.5 70.0 70.0 41.8 70.0 70.0 39.7 70.0 69.2 70.0 60.6 362 70.0 57.3 35.9 70.0 58.4 35.4 70.0 54.8 34.8 89.8 53.2 34.2 68.4 51.6 - 52.852 - 51. 1151.1 -40.4j 49.4 -47.8 47.8 -452) 45.2 43.6) 43.6 - 42.8142.6 -41.7 41.7 •4 L vMrARAT14E ANALYSIS TABLE d 120 GLAZING OPTIONS A. 5/16' LA1A1(118 "A,.090,118'HS) 8.5116' LAMI (118'H8. 090.1/814S1 C. 7118" LAW (3t18'A.- 080.3116'HSI E 13/16' LAMI 118"HS.18" SPACES/16" LAMI -W/ 1I514S,.090.1181HS F.13116 LAMI 118"A.AIR SPACE,7116' LAMI-W/ 3/16 "A. 050 311615 A 42 9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 - 39.2 392 -37.8 37.6 - 36.7 36.7 -35.6 35.5 -33.7 33.7 8.E - 75.0 700 -75.0 70.0 C. F -GO 0 70.0 -90.0 70 0 TAEd.E 7. 'O" 8114-1/2-1/4 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16' LAM! (3/18"HS,.090,3/18"HS) ALL `O' SIZES UP TO 60" WIDE x63" HIGH AND ALL 114-1/2-114 XOX" SIZES UP TO 120` WIDE x 83" HIGH 1-90 0170 0 TA&E 7A. '0' 8'1141/2 -114 XOX" WINDOWS TEST REPORTS: FTL -4607 FTL -4608 GLAZING OPTIONS D. 7110 IAW (3116113, 030,3l16"HS) G 13116' LAMI (1B%1.A*R SPACE.7/16" LAM! -WI 3116'13,.090,3118'15) ALL "0 SIZES UP TO 60" WIDE x 76 HIGH AND ALL 114.1/2 -114 XOX" SIZES UP TO 120' WIDE x 78 HIGH 1 -55 0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR L 144' 554 CRETE - FLEX ANCHORS. 2 IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIMITED T0119.6 P.S.F. h ....1.11, w. ,; 1/75:13 8 l rr n. _.< ..,, :# 4: 3 C war Car F AC .4144 FK 1:11 7/02 0 a}uesoa . ADD :K ass TYPE E TO TAPLE to NO C144 44,E 440 SF,EET C4 AND. 00 lo' hi. OPT70N '0 914-1/2-1 /4 XOX" WINDOWS - 75.0 70.0 - 75.0 70.0 -76 0 70.0 - 75.0 70.0 - 76.0 70.0 - 75.0 70.0 -73.3 70.0 = 710 70.0 -67.4 67.4 -90.0 70.0 -90.0 70.0 - 77.1 70.0 - 67.3 57.3 -63.3 03.3 - 59.1 59.1 - 55.9 55.9 -53.0 53.0 - 50.0 50.0 -48 3{46.3 42.8) 428 Wt0 TECN.G4.OGY 040/8 I o*Gdes. Ft 34273 P.0 50X 15 A0K016S, FL 34274 �3T 1/4ib6, Bttta, TEST REPORTS: FTL -3582, FTL3720, F71.4607, FTL-4608 s.wn"ot •++ row CA -740 l NTS 7 • 13 7045 -8 -40.8) 40.8 PRESSURES- 0 & 1/4-1/2 -114 XOX CONFIG. WINDOWS AL UMINUM CASEMENT WINDOW, IMPACT D x 1 2 , 0 x 0 Y(� f1LYL18II Oft *4 Raids n m •w` Ww41 No41dp 8ddiosast• 1. A Tumor, P E PE 469271 14audNca COMPARATIVE ANALYSIS TABLE 8 "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAM! (1/8 "A,.090,1/8"HS) - X0" WIDTH "XOX' WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS ,NEG POS ,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 45 1/3 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 53 118 79 2/3 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 67.5 56 84 ' A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.020.0 75.0_70.0 -75.0 70.0 - 71.9 70.0 -67.7 87.7 - 64.9 64.9 - 62.7 62.7 -60.4 60.4 60 50 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 - 68.5 58.5 - 562 56.2 - 53.4 53.4 5• 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 53.8 53.8 - 50.4 50.4 -47.7 47.7 67 333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 68.4 - 58.2 58.2 -55.8 55.6 - 52.8 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 81.8 - 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 - 441 44.8 -42.2 42.2 - 39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 • ••1 • •• • • •• • • • • • • • •• •• • •• TILE 9 ` "X0" or 'OX" & "1/3- 1/3 -1/3 x0r WINDOWS TEST REPORTS: FTL -3582, FTL -3729 •• • GLAZING OP( ON9 B. 5/16' LAM! (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8'HS,318" SPACE,5118' LAMI -W/ 1/8 "HS,.090,118 HS) ••• . •.• • • ••0 •••• • • • 1 XO' or "OX' & '1/3- 113 -1/3 XOX' WINDOWS TEST REPORT: FTL-3580 • ,joi #LE 10. •••• ••• • • • • . _4 • • •� •• GLAZING OPTION: C. 7116" LAMI (3116 "A,.090,3 /16'HS) • • • • . • • • ; • . • a ALL 'XO" OR 'OX' SIZES UP TO 74" WIDE x 63' HIGH AND ALL" 113 -1/3 -113 XOX' SIZES UP TO 111" WIDE x 63' HIGH 1-90.0T 70. •• • • tkLL'CO" 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 � -75.0 J 70.0 •• ..0000 TABLE 10A • XO" or 'Or & 913- 113 -113 X0X" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 ADO ,',LASS TYPE E W TALE 9 NO CHANGE THIS SHEET Gn,WvFc ANCHORS AND Aw /D HEIGHT OPTION 1 1076 TECI1N0.OGYCWRWYE r1hQ:OM 9, FL 34775 PC 8CX }329 tKKO*US. FL.3427i PRESSURES- XO. OX, 8 113- 1/3 -1/3 XOX WINDOWS Ta, ALUMINUM CASEMENT WINDOW, IMPACT IN TS 8 • 1 3 x 1 3 0 1 3 x X 0 0 x 'wake! & Lyra* =trio sitilocial r60r4 cT Althro t o n w0441, : a.ui+aa Ewrta; Soldicg Cxk x• Lucia Tumor, PE • • NOTES %. 1. FOR INSTALLATIONS IN W000 OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1.4' SS4 CRETE -FLEX ANCHORS. 2s IF INSTALLING WITH x112 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. .4 -..144 . ., n F C F A '4:345 7 L _F_KLL✓ �_� • ,'( . 3iNG OP C. 7116" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1 /8'A,AIR SPACE,7116" LAMI -W/ 3/1611,.090,3/16"HS) • `• ` Ail. "XO' OR "OX" SIZES UP TO 74' WIDE x 76 HIGH AND ALL °1/3 -1/3 -113 XOX' SIZES UP TO 111" WIDE x 78' HIGH j -55.0 , 56.0 ••0••• ad * /leHa, CA-740 r 13 7045 -8 heeclwatal MIAM4OADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPES This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation subaaltted 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 Raving 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 AIU (in areas other than Miami Dada 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 sooner, 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. DESCRIFZ ION: Series 1"X Heavy Wall Alnminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6221, tided "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 POT Industrial, 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 manufactures name or logo, city, state and following s ° Miami -Dade County Product Control Approved °. unless wise 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 baaild ing code negatively affecting the performance of this product. TERMINATION of itch 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 endorse entof any product, for sales, advertising or any other purpose's 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 expiradon date may be displayed in advertising literature. If any pardon of the NOA is displayed, then it shall be done in its entirety. INSPECTIONt 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 8 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 damson was reviewed by Jaime D. Gaston, P.E. S G A' MLtM!.DADE COUNTY, FLORIDA METRO -DADE FLAMER BWAINO 140 WEST FLAGLER snow, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305)) 375 -2901 FAX (305) 375 -2908 ....• • • • • • •• • • rambniklimslanalinman • • • • ,NOi% 06- 0125.07 'ExillradbifDdles Jane 28, 2011 • Approval Data July 20, 2006 Page 1 . . •• • • ••• • • • • • • • • • • • • •• • • •• ••• • • •• • • • • • • • • • • ••• • • • • • • • • • • • . • ••• • • • • • • • •• •• • • ••• • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • • • • • e • • • . • • AWC1ORs OFIAIL - ". "C" x? Ift ar wrrf EMDi AM? AT EXITOM W = WftW2 H H1+142 (2) WiZOWS Mf,LLED W/t7N.E A&'Q,: FOR Uf7f111641MG AMX ALOIYABI( OESiCN AMORE RE SEE TABLES OH MESS. 6d 7 • • • Atl` 164X GAMIC " N 0R • • ••••• AML tE14000. W OR W +W3 • • MULL WON +' Hl NOUS. • • • ANCHORS OETAl1 A rANCHORS )ETAIL a AL!) ?44) W m W1 + W2 +11 H = 141+1 MULTIPLE WINDOWS MVLLe) W,''NE Mole LI TER NA IG A41Jf AIAMILE )ESGN PRESSCRE Sff TA,SLF IN PAM' 3, f do 7 44X OPENING " H OR Hl +H 41111 LENGTH = W OR WI +NI +IfrJ AM ONAhNG • W7+112 OR Y2 +113 414L LENGTH = H1 • ••• • •141.102000 ALAMINUAI DES1NN MANUAL e • T ,, PROOUCq H11 • BEEN DEIGNED It Tf TEO TO CONPLY wan or Ri 0 nRE- ® WITS OF MC I+ORUSA BUUj1NG CODE 2704 EIXTION FOR ME U 1 VELOCITY , fg. 1 ANE 2ok (!fib)) 6..W009•000KS 8Y 0714E115, MLST BE ANCIOREO PROPE>+LY 70 7RAISfER LOADS TO 77iE STRUCTUIE ANCHORS' DETAIL "Er, "C" OR `0" Al 89tH ENO; ANO AT 807OMS MULLIONS 1. •} "33 1 /3X • Sj7E$$ INCREASE 145 NOT BEEN USED IM THE OESON OF MIS PRODUCT. • • ►.T .5, 6 ARID ►► 2. ANC • tf AS OR coI/EManaVS KREOF MAP Sf MULLED To A NRIOIUAI or (7) UNITS. 3.84$111J614S ARE•APPROVED FOf IMPACT ANS NON- i MPA:;T APPLICAT19NS. 4 • Ralf NCE ! • t i.kE'PORTS. Fu-2S02. 2903 AND 705. voho TEXTRON NCA: 04- 0.71.01. aS- 1225.05 • • • AlSINIF**PA WS-2001 F01 w000 cars7RUGnON A1•CHORS OCTi&t, '$" "0" MR 0" BOTr ENOS /NCHORS DEJJL V. G" OR "D" 80T1 ENOS W "Wt +W2 &VOWS M(dI LEDIOG THEE FOR KIERMININO L X AuormI: Of3'6W PRESSuRESEE IAWES comes ,5, 6 # MAR OPENING * IS OR WNW? +W? MIUL LENG77f a 1722 ANCHORAGE TYPE TO fir USES' ONLr w'rf fame- n DIATRIEs PROWC1 s/.1s//06�1 N r 3d Area lc 011* �u FX. 5/� /o5 >:4.O0 TWJ+. RES 43/00 P.D. nalg emir Mg MIllaMS a .4274 01AN11JY AND 1,OC4TI0N. lEFER TO sofETs a A P 1 " HEAVY VMLL, ELEYA77ONS H t1l #H3 (1) WINQOV MJLLEQ V/QNE ABIWI rot 07E7161INA►G M X ALLOWABLE DESICt. PRESSURE SE TABLES ON PAifS 3. 6 k 7 lWX mimic w of 07 411 +H2 MULL .£NGTH = W ALUMINUM TJBE CLIP°EU MULL;ON MW.S 6221 I . .0 R.: PCT b MULLION 141.4LON CLIP. CU` PLAICES OFF CEP 0 row A V" >ANN& AAR *STILL AS SNOW PCT MULLION RUCK FeR 7' MULL 1. *AVON SCE NOT:S 2 & 3 *rm. d• • 112 m SUS mum ON OPP,SITE SIDES (SO AS NOT TO INTRFERE WITH EAU OTHER) SEE NOTE fg SCREW, 14 3 POT 1% SEE NOTES 2 4 ANCHOR EARED. - SEE Nom 2 71PIC44 1(11_110t1 TO iTRUCTIIIr ag7E5 W00 GUM (FAIL 1. FIIR•MNCRETE AP?LICATIONS W &11A14-0AIX COUNTY, la ONLY WAH-0A0E • tatreApprivito 0 0/4 TAPCONS OR 4/4' $54 i:RETE-FLEX IdASONRY ANCIARS. tosAp.• OVANCE t ROM CENIE2 OF ANCKRS TO CLINGIETE EWE SEE ¥. . UN WOMEN,: TAPOONS 1 I/4". CRT:-FLEX 1 .1/4" 2. POP MO APIV.1017001S USE 212 SCREWS, ELCO TAPCONS G V4° 554 CRETE-FLO* CASONRY ANWORS, MIN. ENSEDMEN1 1 1/2* DOEVAre (TO VASE RATEMAL StALL 8E OVOID WALL DIESSINO OR 4. FV sue 's; 1211AlifITY OF ANCHORS SEE SHEETS .5. 6 AND 7. FOR AVOW& LOCAT7ONS OE SHEET 3. 0~11' OF P1NNiA9 SCREWS F7R C ▪ 27 .er: TO Tr LW Air 04 1AsalTY OF ANCHORS FROM COP-To-oroiNG (ANNIUm OF 2 &NEWS PER C.JP). • 5. adtQata.• Odatit'OF MOORS SHOWN ABOVE ARE In PICTORk. R54NIE6EN tATION 051)4• FOR CORRECT AVCNOAS, REM TO a i4•1 THRGut21,01, CN SHE!TS 5, 6 AM 7. FIND 'HE APPLICAILE MULL - AtID PRESEIM R§OUIRED FOR YOUR .!PECiFIC APp.ICATION. kiCHORINO OR LCAOING COMMONS NOT SiOwN 4J WISE DETAILS ARE NOT Pier Cr MS 704,4.. ALL SEEL U4 CON ACT WITH ALAINum ro E &AND 2R PLATED. .5. REFEfENCE TEST IEPOKS; T7L-2902, 290: AND 2975. SEE NO ..: 1 . • ' 44. A 0 WOOD BUCK REMIND 10 COACRETE 112 PH SW STAGGERCi ON OPPOSir 510E5 (SC AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE J PCT lx ARILI014-0- r p4.41, La et PM litywoit BYILBriatED-AMOttr..12EZIL1" *7119 rr set NOTE w000 r epua 211(1W), r or 4' '" OR 4" t3UCK WOQD OINK ANO DETAIL t F11 STAOGEREt ON OPPOSITE SIDES (SO AS NOT TO - INTERFERE WITH EACH ODER) SE NOTE MASONRY ANCHOR / NO11 5 1 * 112 FH SMS STAGGERED ON CPPOSirr SUS (so AS kV I) INTERFERE WITH EACH OTHER) $E 140TE .3 AitCHOR, SEE VOTES 1 3 ro BE USED 011tY fillrh POT 1NPUSMIES paotricrs "Vie tiivad o AR. 104 c-xia 1241:9 5TAts new* it P ,JP• 4 Woo ■•••■•••••••*...........■•■■•••n. • lanort 1 HEAVY WALL, CLIP INSTALLATION DFAIL • tit& u Tw•W a rxig e ALUMINUM TUBE CLIP?E.C1 MULLION radavIsdst ISO* Ifts6 ixfA°1 AWLS I NISI 2 7 6221 r (C:giP TO Mal; 1" AWGLL CI 1P (CLIP T) OPENING) eXTRI15101 DWG /TOW • ..• • .. cLSP•. • • EA i TI P4N DWG j1,319 • • • • • • • lfUl1 rE ` • } I r 2 3:09 ► eV .7/6 `►yea r 27 /3$ Ne i x•o Ar6 ( ANCHOR a ow E ',,J. A LOCATI 1 ' .L9= O ORE i t) c A1C1 2, d/a Mai. GAGE coma N TO ALL R5,015104 SHOW AS MC s REARFAC( TEST IEPORIS: F1t-2802, 2RO3 A4D 2975. IN.r(P. iM/N. 4 t L iAO� NOES; I. ,DfpCtTal(T: Quarorr/ OF ANONOIS SHOW ARC FOR PPCI0144I. RkPRESPITAIION oar FOR CORRCT 01.IA JY OF AC1 OR5 PLEASE REFER TO CbMATS 1 DROWN 4 *14 :vR= 5, 6 AND 7. IWND THE CaRRECT MUL SITE ANA PR£'SURE REQItIRIO FOR YOUR 5PECIt7C APP* 4flON. (2)EQ.SP.O (A- -3/4/2 N. p btfi ll NfO' LOC.4TON D BE U EDatiL% ►0 �P ARM a v a 601t OS a fAllAt AL ,vI• ' . TYP. (4)EO.sPO (A- 3/4)/4 P�? S (6) ANCHOR 1archripba F ( ,► ANCHOR cnotr 0 WIN POT IMDUS7&S PRODLYCTs F is i 'Oi6 -40 4.44 Am QfA IE OS et .0 `n.x;irr ALLMINUM TUBE CLIPPED MULLION 1 " HEAVY WALL. ANCHOR LOC/TIONS 1 �N'S 3 M i 622 I • • • • • • • • • • • • • • .. • . • . .. .. • • • • • • . .. • • • • .. • • • • • • • .. •••• • • . • • • M I TE ; • .. • • • • • • • • • • • • • • • x HEAVY WALL MUJ.LS MAT 6062—T5 . t. REFERENCE TEST FEPOR'f Fr..-2902, ?903 ANC 2975 M Clark PL 13711 ?) OE USED Q1ILY WITH POT INDU$ThES PRODeCTS MIS 30' HEAVY ALL MUWUON PROLES ►ta►amwa: otur voaaao. a UM ALCMINU* TUBE CLIPPED MULLION 1.6 I X *19 •.' ONIif11 N. eiw NOCOMM a Sin Aims 4 .r 7 6221 0 ( A (3) 8 110 1 70 33 as 23 01A 0) 8 36 26 60 (2) A (3) (3) 8 30 ( A (.) o (2) A (3) (3) 1111111.1111 - IIIII 170 (2) A A) 170 (3) 1 (3) 3 60 (2) A (3)8 (3)@ 6 • a 100 a E3 MOCIME1 CI E 170 170 170 170 CI 170 170 170 170 ICI La jr 170 /0 w� J _ 170 KOM KOKO 149 170 SOSO 110 1A 140 KU 1E3 174 170 1) 170 EMI 1 all , 'IKEI E /0) LJ � 149 119 142 KUKIM M CI '' KA iKU 101 �' 100 100 Q 9 CaI 92 11 � n MI 1111 WO 84 ID 00 CI KIM L 11 liEl UCLA es ��QQ G' [ l N 04 l '11E111101 E�i7 1 6s A E HL' It EM EA 90 40 la V �L 01 E1 Fj] 62 12 A 49 42 42 40 40 33 60 CREW ILA la I[ A 0®EItJ t: 'E KIN D E1 38 36 30 35 33 32 EMU! 1101113111:21111211 35 d 32 © 30 El pa 20 ®Fs71 1101 p LEI ER MA � ®El i ae Ka CA NO CM 22 E1 KM Ma ]FJEkI O Ma MEN �lfF MfilKA El WI M 18 NM EILI 1I MN MI �Ma ��>a El KM i17EMf3ERMI N#��dQ�la MM ( 3)A ( 4) 110 ( 7)A (a) a (3) A (4)8 (3) a (3) A ( 8 130 0)A (1) 8 117 (3) A (4) 8 82 63 100 0) A (:) 8 32 33 (3) A ( 63 CHART 2. - 1 x2.7ix.375 avY. & MP, ANOKA c1P TO OPT CUP 'o MIL. (2) A (2) t1) 1 Ft 1' 129 fi7 C>IL 7L IgalS JL ILA (2 (28 110 f;B (2) A (2) NEI LJ NEI 1 1J 11 - SUS CI 11011111411 1 '' EJ ICS ISA Ei7 IL :1111131 fi &AIMS MI EA MA KM MU EDI SDI i1aICS E _ Ell11E111il€211 L1 139 100 44 2) A g) a 130 (2)i (2) 3 MIEC cra Da 11E11 1E1 1E11 a SEX 1:112t 7 1 11 11111:! IFLII �'Z 110111 1A ILI ELI 10 ® KA KS KM NS * Aron WI 11101111111111111 NM IQl £1 OM at as IIMI Ea MS MN all la Q MIS NMI UMNMMIMIAlICI (2) A ( 130 ID (2) (2) as 16 CHAR1 1. • 1)Chr.376 QTY. & IYP. AMISS V R)A fl: UP CLIP 10 • 1 • •• • •• • •••• •••• •••• 1' 111 • 90 OPENING WIDTH 14 1 0tGNE DPENINO WDTEIIN Onota 4 C CO MUMS 1 "HEAVY WALL, PRESSURE CfARTS 1 4c 2 ALUMINUM TJBE CURED IWEibioN AILS VS T NUM MI ANAW4$L1: FVESSURE I? JSF. 2 DESIGN 1S MSSEO ON CREWING WW1 FOR MUMPLE LAIRS, CONS1OFR ONLY IWO ACIACENr (MITT: AT A ME. SEC SNEE' I• 3 3'EFe'RENCf TEST REPO17 F71-2902, 2603 AND '975 4 ANCHOR fl E3: A. LLC4 1/4" FAPQNS, wow. (I 1/4'7 CR 7/4' SS4 CREPE- FLEX. EURO. (1 3/4'7 8.. 112 SCREW 5 SEE ANCH(R SPICING NETS star J. rh d/6' is P4L P.C. p.. 8011' L2Y EL .42 Vortical Mull I4rrisontal IM40 Li A BE USEDQ1' WITH PCT INDUSRiES PROWCTS NSW '16 11 s 5/06 5 «7 leati flryi�M y l.7r�:yy! p+ft0 6221 CHART 3. - 1x2.7ix.650 QTY. a (YP CUP OPE1018 ML - (3) B 170 170 (2) A ( 8 R)a Ma 170 LA MD 170 liZe Ell 169 KEA La IJ EMI 11 0 126 11:31111:1 La 135 103 pa Ka 1111114 1:11,111 IMOLA Raw. 64 gra EDI mai Nu :: 44 EN Ilt31 ILE IDE E13111E/E 28 EEJ E7 23 Ila ILLII 170 170 170 170 108 1a CD MI CI mom 112 Ca N 111 92 (2) A (4) 92 .II1114a.n 101 86 83 50 (2) A ( 8 (2) 170 189 156 142 122 107 68 63 50 4o 33 23 21 80 (2 a 116 91 ttd z (2)A (4) $ 12) 170 113 or 20 20 68 3) 6 2) 170 iII1 ILIE ILa1E7 Nal Ea 145 11111112111L.11 94 40 37 (2)A (4) 128 107 18 100 170 109 90 83 (2) 170 126 103 83 (2)s 170 108 66 7$ BAD 46 35 28 (2)1 (4) 3 (2)3 12) 10 170 137 123 108 80 (7+ 114 157 1Z4 110 43 13 135 (2) 8 170 20 2) A 4) 9 CO 100 91 32 Cal OEM ILA ILA 123 MI ILIA MEI 1E31 Cal WI KM IE SUE ILAN KM 1101 WEINER IIIVIIIELE 1111111101 ILE CAI NUN Ell E d IC7 NAME IlL21131 KA WE Ca Kill N KM WM WA MAIM/ WI nal EU. Q CA EJFEE EM rium MA IMO 11011111111111.1 NM ESE ILA E m MIMI 0 ��� 137 167 123 141 108 80 40 30 23 18 91 30 E�3 18 1 111 1101 wt12'14 D1 NCNB ALLIMINUM TJBE CLIPPED MULLION p'r5 7 • • • • • • .• • • ••• • • •• •• • • • • •••• • • •••• • •. • • • • • • •• • • • •• Pq t Lth Oxalic" �WA r 1 MAXIMUM AILOWASLE PYR.SSURE MI Fa F. 2LES$GN IS MSEO ON 1XEM$G IOW. FOR MWJPLE UN S CONSIDER MNLY TWO AD'ACENT UNITS AT A TIME: SEE SHW t , 3 REFERENCE TEST R+tP olr F IL -29G2. 2903 AND :975 4 ANCHOR 7Y'ES: A, ELCt 1/4" TANG ?NS, EMBED. (1 1/41 fR 1/4 SS4 TE FLEX, Ewa (1 3/4") x'12 SCREWS 5 SEE ARCM SPACING IFTAILS SHEET 8E usautax WITH POT INOUSTES PR40t orioscrla "raw "mil WOO C-1 MUM awe .. . 43�f/CO 1" HEAVY WALL, PRESSURE C1-ART 3 wr aLs.`7"2*. al jit.411 .etas -0....„..."1...."1-,..m". EH 1 a CCM (B I _ WI 170 la 170 170 Ili,311.41110 170 Ka 170 Nialliiii UZI 170 &lam ilia 170 170 irit Ilia Ilea liallikal NIEMILUI 90 170 70 Vika KEIHNICI l i l a l i f i l N 170 170 iiiii 170 iJ 11 NM 170 SLR 170 90 Ka 70 WI Eta Nakill 1 70 Ea 166 170 162 110 '� 10 170 11211 170 Piles 170 KU ICA 11011MI 1E3111110 97 110 _ 135 iiiii 170 L'� 127 �I I 170 i tiKa 158 1(8 ICI '• � 150 170 � 12b 170 110.1 WI REX 170 MEI 165 110 NMI 103 MEI INCJI MU 120 iall I.rJ it SEM 'EMI 170 125 100 Et a 102 125 11,11; ] 102 ILIIIILII (M 11.311 NUN a LA 121 148 108 fika 99 KEN 11 7 CI 03 10 IFAIIILI111111 NMI 1131111141 N 1 102 ea 92 ILI 03 ea KM 73 WIN iQ110111 UI SDI 113111112 67 ICA 0 2 ILI NIE.111111111C11 62 it .911 ION IINUI ILA la* &MLA ea 80 11E3 KM WI 50 CAKA WI KM KEN CAI Ca NU NUN WA CB 115111111 Ea gal ILA KM 110111211 WI Kai UMW* Lai 28 CAS! CAI so 00 VILIOLII nal OEM 1131.111 ILA RAI 2 29 WA LE1711 Kai 111011 IEMI ItAl KSi© 22 22 10 19 NMI K7 110111.111 diI.7 IIII NMI NMI=WMOM MONNE (2)A 44) 8 170 170 110111101 95 [J 92 64 59 (7A O8 70 70 70 70 ;70 170 92 i'2) A (4) 170 170 70 159 3) A 8)8 170 170 ( A (4) 0 82 (3) A (5) 82 (2) A (3)A (4) 6 (6) ( A (4) (3) A (S) 8 ( (6) 8 (3)4 (4)3 (2A (4 8 (3) A )a 6) 160 :2) 4) 105 86 76 62 p) A (6) 9 93 62 G . 8 TT. AA4C1401 CUP TO woos CUP il�& so s6 1 111 1 OPB NG WIDTI4IM INCHES 170 70 165 144 11 !.1�rrY:L! wi w =wow IG /ad 6W1 MOAK fl 0 I Vir t Ems nxssra 1 N&iVY 1441-L, P'REa5URE CHART ALJMINUM 708E cL!FPE© MULLION' well" UILLS j 1+1:S 7 d 7 6221 CHARM. -1 x4x275 •••• • • •••• • • • • Verlipal Mutt • • • • •••• • • • •• • •• • • • • ••• • • • • • • • •• • • • hsoe • • Ltnolh Width • • • •• • . • • • .tom; 1 /44XIMt1M ALW WA8LE PRSSuRE iN FSF 2 DESIGN 15 /ASE0 ON OPENING W1017. FOR Mtll11C'LE UNITS, CONSIDER [NLY TWO A0ACENT UNIT; AT A TIME. SEC SHEE T. 3 RETERENCE TEST REPOR' F71. 2902. 2903 AND !975 4 ANCHOR 71PES: A. ELM 1/0 TAPON . EMBED. (P 1 /4) (R r/4 SS4 CRETE -FLEX, EMem. (1 3/4; B. /12 SCREWS 5 SEE ANC!4 R SPACING iETAMLS SHEET 3. 0 BE 115E0 01 er WirH PST INDUSTRIES iyROalcrs Sr D BUILDING CODE COMPLIANCE 0 FFTCE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Www.mi Wade. ov/buildln cod This NOA is being issued under the applicable rules and regulations The documentation submitted has been reviewed by Miami -Dade County the use of construction by the Board of Rules and A y ty Product Control Division and accepted tY S Jurisdiction (AHJ). Authority Havin J PPos (BORA) to be used in Miami Dade County and other areas where allowed by This NOA shall not be valid after the expiration date stated below. The Miami Division (In Miami Dade County) and/or the Aril (in areas other -D ade County Produce Control have this product or material tested for P than Miami Dade Coun the this ed gty assurance purposes. If this product or ri right to ept manner, the manufacturer will incur the expense material fails to Perform in revoke, modify, or suspend RPense of such testing and the AHJ may r yoke this �d the use of such product or material within their jurisdiction. BORA reserves acceptance, if it is determined by Miami-Dade County Product material fails to meet the requirements of the applicable building code. Control Division that this product or This product is approved as described herein, and has been designe including High Velocity Hurricane Zone of the Florida Buildin to comply with the Florida Building Code, APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision on dated 4/4 /07, ed 1 dough sealed by Robert L. Clark, P.E., bearing he Mianri- �� �� sealed of led by Robert number and ex g Dade County Product Control Renewal stamp with the Notice expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75" and /or Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5", except Hexagon corner distance for Nail (Integral Fin Frame) into woo substrate is 1" w and � OC to pa g is 5". 3". Max. 3. The anchor installation shown is applicable without s LABELING: Each unit shall shall bear a e out geographical limitation. LAB G: E ha bear Co permanent label with the manufacturer's name or logo, city, state and County Product Control Approved ", unless oth .RENEWAL of this NOA shall be considered after a renewal erwise noted herein. change in the applicable building code negatively application has of p and there has been no TERMINATION of this NOA will occur after the the Perfonunce of this product. • materials, use. and/or manufacture of the product or ex process. date or if there has been a revision or change in the Product, for sales, advertising or any other process. Misuse of this NOA as an endorsement of any with any section of this NOA shall be causepf purposes termination nddr Y erminate this NOA. Failure to comply removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, the expiration date may be displayed in advertising and followed shall be done in its entirety. g literature. If any Y portion of the NOA is displayed, then it t s LNSPECTION: A copy of this entire NOA shall be provided to the ; • by .. ••• • • „, • • •• and shall be available for inspection at the job site at the request of the o ':.. • distributors NOA renews NOA # 07 -041g and evi8hnce sheet. I as well as 06 consists of this page 1 document mentio above. approval The submitted documentation was reviewed by Ishaq I. Chanda, P DESCRIPTION: Series K g Code. PW 701 Aluminum Fixed Window --Mr rT \it Muw►wm COUNTY APPROVED • • • •• • • • • • • • • • • • • • • It1(JA;vo a»- 1112.10 • • Expiration Hate: Fef ruary 19, 2014 Approval Date: January 08, 2009 ••• • • • • ••• • • Page 1 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2 . Drawing No. 4259 -4, titled "Aluminum Picture Window, prepared by manufacturer, dated 7/14/03 and last revised revision ' B"o through dated 4/4/07, 12, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.00) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile impact Test per FBC, TAS 201 -94 along with marked- 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 up drawings and installation diagram of alma. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural signed and sealed by Robert L. Clark, P.E. analysis dated 04/13/2007, prepared, 2. Glazing complies w/ ASTME_1300 -02/04 D. QUALITY ASSURANCE 1 . Miami Dade /Building Code Compliance OffiCe (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex 1TIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PV , expiring on 12/11 /2010. E. STATEMENTS 1. Statement letter of code compliance, `No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clary P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. • • ••• . . • • • •• • • • • • • • e • •• • • a 414 • •• • • • Wag L hands, P. E. Product Control Examiner • ••• •• • NO4Not4'i.1112.10 Evil Ion Otte: nbinar+t 19, 2014 E - 1 � � ��'� Q84: is a r 8s, • 2009 ••• • • • • .•• • • • • • • • ••• • • • • • •• • • • • •.. • • • • • • • • • • • • • •• •• ••• • • • •• • •• • • •• .• • • •• • •• • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A 7/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 3116' ANNEALED GLASS AND (1) UTE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16' LAMINATED GLASS COMPRISED OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16' LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3118" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/18" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1/16' LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3116' HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, tils INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. ® 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 • • • • ELCO TEXTRON NOA: 04-0721.01, 03.0225.05 • • • • • • • AN�SUpA NDS -2001 FOR WOOD CONSTRUCTION •••• • ADM'200 LUMINUM DESIGN MANUAL • • " • 7 THIS PRODUCT HAS f DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT •••• 2 L`IJ lCL UDINf .T�ML HIGH VELOCITY HURRICANE ZONE (HVHZ) • • •••• • •••• • • FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ►••• 6 • • • • • • t • •••• • • l• Ft Da* Dar 4 port. Fit marts FX • • • •••• • • •• •••••• • •••••• • •• • • • • • Aix 21150.7 4 7 / 14100 Adam A Mold REDUCE ANCNOR SPACING wee 10707ECHNCLOGrDRIVE NOKC I/3, 1 Y.Q. &IX ilia ND1R01R4.1pMV4 ealr {Rrtbj Baser ••• NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT 1 1611 ' 12 Ia..81 42544 l 1110A DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES t GLAZING DETAILS. .....» 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 8 SECTIONS, FLANGED .. 7 CORNER ASS'Y, FLANGED -- 7 SECTIONS, INTEGRAL FIN-- 8 CORNER ASSN, INTEGRAL FIN 8 EXTRUSION PROFILES „. 9 PARTS LIST ...._........ 9 ANCHORAGE ... ....... ...... ».... »......... 10-12 Gie Pieauu o tie •iB•ia• ./0 Imo•• 1110Dlla SINNED ••sji.rr Mona/. • itaxsParee , //vd L CWkP.E. PE 11913112 Bliso 0-1 •• • .... •• • •••• • • •••• •1 • • • • •>•. •.. arer 8 A Onalid Oslo 3/16' ANNEALED OR HEAT STRENGTHENED GLASS Mad Bp FiC FC aw.Ate tar FA 7/NW O • • .• • • • • • •• • •••• • •••• • •••■ • • • •• •••• NO CNANGE TONS SHEET NO CMANGE THIS Mal 7116' LAMI GLASS NOMINAL A90 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3116' HEAT STRENGTHENED GLASS • :• 736" LAMI : GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 11/16• NOM GLASS BITE Iwo iEgwp};ooY P.O B{IX 1ml? NOKOINA R.01214 3116` ANNEALED OR HEAT STRENGTHENED GLASS 7/16' AIR SPACE 3116' HEAT STRENGTHENED GLASS OUTSIDE OR Visit* Brun 11/16' LAM GLASS NOMINAL 7116 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL. FIN FRAME SHOWN) 11116' NOM GLASS SITE f Mawr wawa, knaPiaog ID O es�iltOlaitiwld• ftwigaissi N. fr GLAZING DETAILS / 4* AWMINUM PICTURE WINDOW, IMPACT Pg4ALC1e>< P.E. prom 1 FUL4 2 • 12 rib.. 1 B • • • • • • • • • • •• • • • • ••• r•au �••s •••• • 421AV SIZE =86"X47" • • • OR MA/(. AREA -7$A7 `.4Q. FT. ."+w" HEXAGON FULL CIRCLE MAX SIZE at 60" BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. F ICFJCIF Qet's� C 1245103 Quitit% NE, HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. lart Nay pus a A UPDATE ANCHORAGE MOTO NO GOING* NOS MEET Ow I EYEBROW MAX. SIZE =96 "X48' OR MAX AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON QUARTER CIRCLE MAX SIZE = 60' BETWEEN FLATS MAX. SIZE = 68' X 68" OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. RECTANGLE MAX SIZE = 48" X 96' OR MAX. AREA = 32.00 SQ. FT. TECHNOLOGY ORM NOKOMIS," MTh P.QiNg Vglibb Bauer ELLIPTICAL MAX. SIZE = 96' X 47' OR MAX AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE = 48' X 96' OR MAX. AREA to 31.99 SQ. FT. FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT PRAF 1 NTS f 3 .1 12 ��' 42694 ' B ARCH. MAX SIZE = 48" X 96" OR MAX. AREA = 3028 SQ. FT. IIKWOCT RENEWED eanfishe Mikes MEW amrr_Ode =, massmait sioad. 01 p0GDUCT M MSW ma+gylasWM*, nellis ileigias Cab N• Robert L ONK PS. PE Structure* • •• • •. • • •. •• • • • • • • ifterer ;• FX 1wad•G FX awn airs FX HEXAGON FULL CIRCLE MAX SIZE = 60' BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. • • .•.. .FAN• -- • • ••• ?+i .3IZE = 6' X 42" OR MAC. AREA = 2447•3Q. FT. ..• •••• •• •• • • • • • ••• •• • •••• HALF CIRCLE MAX. SIZE = 96'X OR MAX. AREA = 25.13 SQ. FT. RECTANGLE MAX. SIZE =48'X96' NOTE: OR MAX. AREA = 32.00 SQ. F r. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Dos bar Awd.= 8 Ort 721130, A cromeAr 501 ' FRAME 0 D. ACIO FRAVE ONENSIOM AND UPDATE ANCHORAGE NOTE MO CHANGE 718S SHEET Orr MOM %Rid?76 RQ aqx 7629 a3. EYEBROW MAX. SIZE = 96" X 48' OR MAX. AREA = 31.99 SQ. FT. 98114' FRAME O.D. �+--- 96" MAX. OCTAGON MAX SIZE = 60' BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93114` MAX. DLO Pic" Titsibly Baser ELLIPTICAL MAX. SIZE = 98' X a7" OR MAX. AREA= 31.99 SQ. FT. 45114" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48' X 96" OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT =1 I NTS I 4 • 12 �- 44269-4 II CH MAX. SIZE = 48' X 96' OR MAX. AREA = 3028 SQ. FT. PRODUCT kardiCWS0 41 • 1 0/711 , 416 111•11hrlda &Min Cob "° i . 10 rawiwc9 rwv.ac R ••rp•MkWe! le* Malan Cads Aopdrm Rob** L Cwt. P.E. PE NAM • ••• • ••• • • • • • • : • • •• • •: TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16A, .090, 3/16HS) B. 7116 LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16 LAMI LG., 3/16HS, 7/18° SPACE, 7116' LAMI (3116A, .090, 3/16" HS) D. 1 1/16 LAMI LG., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16HS, .090, 3116• HS) WINDOW GLASS WINDOW "Y" DIMENSION "X' DM. 49.000 TYPE 28.500 A,B,C,D 480.0 ` -80.0 AREA 9.70 SQ. FT. 54.500 1 A,B,C,D +80.0 1 -80.0 AREA 10.79 SQ.FT. 60.000 J A.B,C.D +80.0 1 -80.0 AREA 11.88 SQ.FT. 65.500 J A,B,C,D +80.0 I -80.0 AREA 1296 SQ.FT. 71.000 1 A,B,C,D +80.0 I -80.0 AREA 14.05 SQ.FT A +80.0 -80.0 B.C.O +80.0 -80.0 AREA 15.14 SQ.FT. 76.500 82.000 • • s •.A +80.0 -80.0 • • • BC,D : +6 r' • -80.0 • •••• 15.25 SQ.FT. • • .+ Q Z • -80.0 87.500 ... C VV.% -80.0 •.."8,D :Wt.. 410.0 ••• .• AREA .• SQ.FT. • • - A; 4'86!0• -80.0 • 88.000 • C WI" -60.0 , ••tt•r, :16.0 -80.0 - AREA • .16.41:SQ. FT. • ; • •A; +80.0 -80.0 96.000 C +80.0 -80.0 8,0 +80.0 -80.0 AREA 19.00 S4 FT •. .. Mow'. Dow ...tar as. Fx 44407 oar* ikk F C 1211+0$ am* raw F.IC 714463 ANIONIC 34.000 +80.0 1 -80.0 11.57 SQ.FT. +80.0 I .80.0 12.87 SIFT. +80.0 -80.0 14.17 SQ.FT. +80.0 1 -80.0 15.47 SIFT. +80.0 [ -80.0 16.78 SQ.FT. +80.0 1 .80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 " -80.0 +80.0 -80.0 19.36 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 20.66 SIFT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 21.96 SIFT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 22.67 SQ.FT. Alb **No UPGATE DESIGN PRESSURES PER A ND mowoTEa A L71MIGENOM 1 ANCHORAG WITH $12SCREWS r• ••••t oar 39:600 +80,0 -1 -80.0 13.44 SIFT. +80.0 I -80.0 14.95 SIFT. +80.0 I -80.0 16.46 SIFT. +80.0 I 430.0 17.97 SQ.FT. +80.0 j -80.0 19.48 SIFT. +80.0 -80.0 +80.0 1 -80.0 20.98 SQ.FT. +80.0 ` -80.0 +80.0 -80.0 22.49 SOFT. +78.0 I -78.0 +80.0 -80.0 +80.0 -80.0 24.00 SQ.FT. +74.0 r -74.0 +80,0 -80.0 +80.0 -80.0 25.51 SOFT. +71.9 -71.9 +80.0 -80.0 +80.0 -80.0 26.33 SQ.FT. ion TECHNOLOGY WINE NLMA&aa i RO. BQX161A Ng1OMS, A 3Q74 45.000 +80.0 1 -80.0 16.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 1 -80.0 18.75 SQ.FT +80.0 1 -80.0 20.47 SQ.FT. +60.0 r -80.0 22.19 SOFT. +79.3 -79.3 +80.0 -80.0 23.91 SQ.FT. +74.5 74.5 +80.0 430.0 25.63 SQ.FT. +70.0 -70.0 +79.1 79.1 +90.0 -80.0 27.34 SQ.FT. +65.5 -65.5 +74.0 -74.0 +80.0 -80.0 29.08 SQ.FT. +63.0 +71.2 +80.0 -63.0 -71.2 -80.0 30.00 SQ.FT. ►i.i8{ir Amer 48.500 +80.0 ( -80.o 15.82 SQ.FT. +80.0 1 -80.0 17.60 SQ.FT. +so.o 430.0 19.38 SQ.FT. +80.0) 430.0 21.15 SQ.FT. +80.0 -80.0 22.93 SQ.Ff. +78.0 I -78.0 +80.0 -80.0 24.70 SQ.FT. +73.1 -73.1 +80.0 -80.0 28.48 SIFT. +88.4 -68.4 +77.3 -77.3 +80.0 -80.0 28.26 SQ.FT. +83.9 43.9 +72.2 +80.0 -80.0 30.03 SQ.FT. +61.5 +69.5 +80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. FT43835 FTL -3835 FiL 3850 FTL -3850 48.000 +80.0 1 430.0 16.33 SQ.FT. +80.0 -80:0 18.17 SQ.FT. +80.0 1 -80.0 20.00 SQ.FT. +80.0 1 -80.0 21.83 SQ.FT. +80.0 -80.0 23.87 SQ.FT. +76.8 I -76.8 +80.0 -80.0 25.50 SQ.FT. +71.8 71.8 +80.0 -80.0 27.33 SIFT. +67.0 -87.0 +75.8 -75.8 +60.0 -80.0 29.17 SIFT. +62.4 .62.4 +70.5 -70.5 +80.0 -80.0 31.00 SQ.FT. +60.0 +87.8 +80.0 -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: k 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT _ pt�TOt l NTS 1 5 • 12 1 �� 42694 8 PRODUCT REDEWED *somptylitsili W Node. _1c morouste Oftlis Sly �5�.,��•�r- roma REVISED wwYY FWw Mae Cods Asagasmi • ;;•L • • • . / baba &WM NoO.itL P.. PE AMU. TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/18A, .090, 3116HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1116" LAMI LG., 3/I6HS, 7116" SPACE, 7116" LAMI (311SA, .090, 3/16" HS) D. 1 1116" LAMI I.G., 3116118, 7/16" SPACE, 7118" LAMI (3/16HS, .090, 3/16" HS) FR.-3835 FTL3835 FTL -3850 FTL3850 AREA 64.500 A,B,C,D AREA 60.000 ( A,B,C,D AREA 65.500 A,B,C, AREA 71,000 1 A,B,C,D 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 [ -80.0 • 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 1 1 49.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 WINDOW GLASS WINDOW "r DIMENSION "X' DIM. TYPE 28.500 39.500 +80.0 34.000 +80.0 I -80.0 14.95 SQ.FT. A +80.0 AREA 76.500 A 1 B,C,D 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 1 -80.0 18.76 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. 14.05 SQ. FT. +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 I -80.0 16.46 SQ.FT. +80.0 -80.0 19.48 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 AREA 15.14 SQ.FT. 1806 SQ.FT. 20.98 SQ.FT. A • 2•000 • • • AREA. • . 16.2 SQ. FT. 19.36 SQ. FT. 22.49 SQ.FT. • ...__ • 87!500 Y • AREA : 17.32 20.68 SQ.FT. 24.00 SQ.FT. 98.000 • • •' AREA • 18.41°401. FT; • 96.000 AREA Roof OF Fx Amax Porg 4/407 a• 12/15 033 B C,0' • . +53.0 _ -80.0 +80,0 • • -8t,0 • C .. +80.0 • +80.0 • ..80:0 • :+80.0 • • •8120 BS). • +80.0 A • • 4 80.0 : 80. 0 B,D t80.0 . I I0 ••.- A•••` 180.0 C 8,D frames wde•e. A +80.0 +80.0 ant I •• 0 +80.0 +80.0 -80.0 -80.0 -80.0 +80.0 T -80.0 +80.0 1 -80.0 +80.0 21.96 SQ.FT. 25.51 SQ.FT. +80.0 +80.0 +80.0 CHANGE NOT E PANCHORING NI HS ENt9 +80.0 -80.0 +78.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 .80.0 +80.0 -80.0 +80.0 -80.0 +71.9 -80.0 +80.0 -80.0 +80.0 UPDATE DESIGN PRESSURES PER AWN E 130 42AND A IE . G.FrWGP TABLE 2D no.LANDHEACONG,S. -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 -71.9 30.0 -80.0 19.00 SQ.FT. I 22.67 SQ. FT 26.33 - SQ.FT Awtas Ds Awir• MONONA R. MVO P.Q aQY f529 N212188, . 3W4 45.000 +80.0 1 -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 -79.3 -80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +85.5 +74.0 +80.0 +83.0 +71.2 +80.0 -74,5 -80.0 -70.0 -79.1 -80.0 435.5 -74.0 -80.0 29.06 SQ.FT. - 83.0 -71.2 - 80.0 30.00 SQ.FT. OEt Via* Raw 48.500 +80.0 I -80.0 15.82 SQ.F7. 17.60 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 19.38 SQ.FT. +80.0 ) -80.0 21.15 SQ.FT. +8 .0 I -8Q0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +83.9 +72.2 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 - 63.9 -72.2 .80.0 30.03 SQ.FT. +81.5 +89.5 +80.0 -81.5 6 99.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT +80.0 -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67,0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -78.8 -80.0 -71.8 -80.0 $!.0 -75.8 -80.0 29.17 SQ.FT. •624 -70.5 -80.0 31.00 SQ.FT 60.0 -87.8 -80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUAUFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUAUFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 INSTALLATION wart OTHER FASTENERTYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PPM:" IN 6 of 12 IN."' 1 s PRODUCT RENEWED eumpipy wI ■ e. r4.m. Waft Cade Are gimes N•ofs -fln• I Esple.uon Mar sr Midas rsoouCTNEVEM so arekis obi is Midi A.epror Ns Robert L. Calk P.E. PE SIME thustural •� 1 •• • ' • ALONG ENTIRE I 11 • •� .JOINT • r - ••••• SgREJED • ' ER,A►SS'Y •: (FL•ANGE PRAME1 • •. • • . • A•misio cow ishoulis FA limo iv AK Ars 4 7 lurk M Nedalot a • • OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH - HORIZONTAL SECTION (FLANGE FRAME) O d L J Dili o I' ,� o ,1111 �III� ND CHANGE TiitSSs1EET NO CHANGE DNS SNEk7 oec A Qirreito KEYED CORNER ASS'Y t Q wELD (FLANGE FRAME) 11 ;11 o r „ ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 1070 TECNNOLOOYDRIVE wawa a am P.Q HQX ISM NOKO ae: A 84274 ALONG ENTIRE JOINT Viabilp Dater MAX. WINDOW HEIGHT I.rri.re PW-701 2.78e INSIDE VERTICAL SECTION (FLANGE FRAME) Ei SECTIONS $ CORINERASSY, FLANGED ALUMINUM PICTURE WINDOW IMPACT 'ere 7 d 12 1 4259-4 113 mower araewEU r wi pyiq. •i b i ttaril• Acultarog sawin E.v Dd ^ji.) Mead 11■10plemiggeit •4•:. • 2.784' 1 •. • • • •. - ••• SCREWED CORNERASS'Y (111TEGRACEN FRAME) A/.ONG ENTIRE • JOINT •• •• • • •• • MAX DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX WINDOW HEIGHT 0 0 0 MA DAYLIGHT OPENING 2.784' -•, INSIDE !MODULI' wawa) I -s .t+ra. Fluid. s DIDIRICT REVISED siall6DCIAD EWES AANww. VERTICAL SECTION (INTEGRAL FIN FRAME) Smalls fa., wr tr..arye swops t sal A �F� t� PA *sills Ors NOQW4GE THIS SHEET MO CHANGE THS SHEET Oast ISM TECHNOLOGY O /CHOW FL SUM P.aepr lama FL WM Bar Visiblo Boor SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT ..rrrr. s.• o.• s..rrr w» I ITEM DWG NO. PART # 1 2 7 8 10 11 12 13 14 15 17 18 20 • • € 4 1 - r • • • •••E • • • � FK ameNt FX F4 • 4256A 4253 1155 4255 4254 1224 4224 4262 . • 4NQT Disc 12111503 7M M • • • • • • • • • • • • • e •..Inc A 64256 64253 781 PQX 64255 64254 6TP247 64282 • • • • • • • • • • • • •• •• • 4 • ••4 sax I • ITEM 10 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 NO C1ANGE MiS SHEET NO GONQE ME SLEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL 8 JAMB FLANGED FRAME HEAD, SILL & JAMB 1f8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7116 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/18° LAMI GLASS; 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16° HEAT STRENGTHENED MI 1 1116' LA LG. GLASS: 3(16' HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY ?116" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM P*IB INTERLAYER - 3/18° HEAT STRENGTHENED 11/16' LAM11,G. GLASS; 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT • STRENGTHENED .346" —•-1 {-- ITEM 11 1 1/16 LAMI I.G. GLASS BEAD MATL• 6083 -T5 DWG NO. 4254 &owl s offor *nibs tmv TECNNOLOOY ERNE NdtA$3, FL SEN 1.875' Baser 2.764' ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MATL:6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW IMPACT iffrAbild PN-701 W i 9 +► 12 42594 2.500" P*Olb +∎+MIS its aswidyiavas a* Fiala Wag Casa. ••••pi..i• N. E+sb•a• ma NRODUCT SWEEP Afteplar O6 !/ !, !- WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A • • 1 11 l .. q. • ••t• • • • 3. KSol 3AIN. CoNORE • • Oftwooliv F.K amwslur .131' DIA. MIN. X 21/2' NAIL, AT CORNERS AND 5' O.C. o.� • • Ong • Ouhg Dag • , • ' + •.� !''� • . SEE NOTE 1 FOR ;i `x +• � '• � � ! ; � "l EMBEDMENT A L FLANGED DEPA . (SILL OILY) 1111.. A 10 • • CONCRETE ANCHOR (SEE NOTE 1) A 114' MAX. I SHIM REME AND UOATEA ICICR CiEPERa vrFec CHANGE NOTE 1 AND FASTFNER SPACING 1 1/4' MAX. SHIM T f 1 318' MIN. EMBEDMENT mm Teawaca ra A *wow R SQ P.O. SOX wart a 34714 t Vie* Sager WOOD ANCHOR (SEE NOTE 2) 1/4' MAX. I SHIM T INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) FLANGED DETAIL E 1318" MIN. A EMBEDMENT CONCRETE ANCHOR (SEENOTE1) 114" MAX. f SHIM T • SEE NOTE 1 FOR ` 1x WOOD BUCK A EMBEDMENT:. : " "• • • . , (SEE NOTE 3) t ` 3.5 KSI MIN. CONCRETE OR 1.5 KS! MIN. CMU 0010 w..1.04 NOMA :A "0001• 6 0..• lZ`lSA& 1. Fk ICRETF, 6pj j.(CATIdNS , USE ONLY MIAMI-0ADE COUNTY APPROVED 114' ELCO TAPCONS, EMBEDED 1 318' MW.. 5/16" ELCO EMBEDDED 1314' MIN. OR 114' SS4 CRETE -FLEX EMBEDDED 1 314' MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314" MN. tfr 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4' SS4 CRETE-FLEX. 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1f2 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OF 606345 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPAC NG FOR TAPCONS MAY BE USED. ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT e r t wo NTS! 0 • 12 11 ..w. 42594 11 WOOD ANCHOR (SEE NOTE 2) A 114" MAX. SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PWibut1 nw.e.,. a ea.p siq ddc u c Ana. Ilaidia• (ale aultaat N1 0/t-1t 1).16 Wades 0010_,2444/ Nada MONO' Willa Ihsesplow Itokathe TABLE 3. ASR ON-CENTER LION BYANCHOR TYPE •WOO 9UB9TRATE WhVOW "Y" Hilka raminittMeralttratmarla IIIHEREIREENENIEREEEN V ACIERIRIEBRIMEREENNEENEIN 1111111112111111 11110E113111111318 ONERVEROMENES efNEME0MMIN ig i9 igiN89ENEEN egignagligneg SPACING FOR S UARE T ANCHOR TYPES: 1. #12 STEEL SCREW (O5) 2. #14 STEEL SCREW (G5) 3. ELCO TAPCON 4. 1/4' ELCO S34 CRETEFL 5. 5/16' ELCO TAPCON itRODUCT RENEWED s Hey Me Amide ezorAtewitta � a abaft C.age Astiosare N. awe RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) 'X AND DIMENSION FROM TABLE 3 TE) IM MAX. 81/2' FROM CORNERS (MIN. 2118' O.C. CONCRETE SUBSTRATE) DIM. 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR; FIND THE SMALLEST WINDOW SSIZE IN OVERALL TABLE 3 WHICH THE DIMENSION FOR THE RESPECTry ANCHOR E WIDTH AND HEIGHT DIMENSIONS x DIM. -- �� AND USE THE Vail ell TYPE AROUND THE PERIMETER OR CIRCUMFEREN • NOT EX� 8112' FROM ANY CORNER. +r SreEEr rwn �•e if a te HCRAGE, WOOD SUBSTRATE a edlildniini led OM" ii� ALUMINUM PICTURE WINDOW IMPACT IL 31414 � P$ MOM Bbuahal 3 NOTES: . ANCHOR SPACWG FOR ARE A ND R ECTANGU WINDOWS: - ON-CENTER (O.C.) 'X" AND 'Y' DIMENSION FROM TABLE 4 (MIN. 21/8' 0.C. CONE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCH SP G OR WINDOW S OTHER THAN OR RECTANGULAR: ANCHOR TYPES: 1.812 STEEL SCREW 2. #14 STEEL SCREW (G5) 3.114' ELCO TAPCON 4.1/4' ELCO SS4 CRETEFLa 5. 6116' ELCO TAPCON TABLE 4. ANCHOR ON -05ER DIMENSION BY ANCHOR TYPE - CONCRETE S��erow,•� WIND. . DIM. 49.0" 54.5' 60.0" 85.5' 71.0' 76.5' • ••• 820' ••• 84* • 96.0% •• O.C. o.c o.c. O.C. O.C. O.C. Q • •• • tfc. ••• • cc • O.C. ••• WINDOW "Y' DIMENSION IM ESSI�9fi9���N�9EE RM ISSE MEINCHNICHEEINERECEI SI EHERISEISMEMBEHREE SE EMEMBIEEMBEINEMIN 12121 MMINEMECOMMINEIN EM ERIENEMEENNINIEEMIN @ mum A s aw P.0.1Qif 1029 NOMOudt aPQM PRODUCT itEh■ p ray :". Nu4 111 ?i11 ?. PRODUCT REVISED *L as asag/slog vilth Dr *bride Dias Cue • - ACI FIND SMALLEST I WINDOW SIZE W TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHE AND 'X. DIM. ----_ j DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 1/2' FRO ANY�CORN ENTER firms 7/t4 An1CHORaGE CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW IMPACT +err L Oak P.E. PE /9Y712 A cyvvcu,,,f.Aeixt— MADt T-H1 t 5 -41■0 5 LAS c -r16<L____ FEE . ( 61 Pc(.— 0.,■1 6.10 r--5-1(2-A<-71 `x2 a _ / ?1(C CAROLYN A. COOPER OR WILLIE J. COOPER 860 N.E. 92ND STREET MIAMI SHORES, 1 33138 -2909 Pay to the Order of BankofAmerica _ ' • Harland Clarke 1 : 0 6300004 71: 001463048948e3486 (»A-44 CE Date Dollars 3486 63-4/630 K 1348 Bank of America Advantage® 2 g