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WS-09-1572Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 125305 Permit Number: WS -9 -09 -1572 Scheduled Inspection Date: October 27, 2009 Inspector: Bruhn, Norman Owner: MASSIE, FREDERICK Job Address: 836 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340040 Phone: 305 - 892 -6507 Building Department Comments Replacement of 2 windows with PGT Impact projection windows. Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 26, 2009 For Inspections please call: (305)762 -4949 Page 16 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATIO FBC 20 Permit Type: BUILDING ROO NG. 40 id Owner's Name (Fee Simple Titleholder) "''& gle k r W Phone 3�i+/ Jl Owner's Address sg 4 iv je o City/Mt JwQ13'S State r10 at A Zip .9.0/.71 Tenant/Lessee Name Phone # Permit No. w S Q -0q -1 Z aster Permit No. Email Job Address (where the work is being done es 6 N E 100174V- City Miami Shores Village County Miami -Dade Zip Infg FOLIO / PARCEL # f 1 " 38.0b-0.14-004 Is Building Historically Designated YES NO, ✓ Flood Zone IJ O Contractor's Company Name 0 , Phone # Contractor's Address 36, C '14 r' • r -�.� City ®A t State �. Zip I Qualifier Name tom$ ��� Phone # 0 1/4 A S- ®7— State Certificate or Registration No. C. ! cod 6 Certificate of Competency No. 'Contact Phone E -mail Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Describe Work: DAddition Phone # IlltZ ElAlteration Square/ Linear Footage Of Work: ElNew epa /Replace ❑ Demolition CIv �� ��.*v:, x: ���r��a�:* �** **, �*x�r, �, �* �r�xFees**, �* �r, x* �. r** ****�r ***�r ** �� * * �x�x,� * * * * * * *�a * ** Submittal Fee $ Permit Fee $ `J Oiliag. CCF $ /*2 0. eeteee'S Notary $ 0 Training/Education Fee $ • 7r O Scanning $ oO Radon $ a DPBR $ (. Bond $ Double Fee $ Violation date: ® 77f42- Structural Review. $ C Total Fee Now Due $ Technology Fee $ ,J-63C) See Reverse side -+ 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; TA%1KS and'AIR'CONb TIONERS, ETC OWNER'S AFFIDAVIT: I certifylhat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR °t..PROPERTY. . IF YOU INTEND TO OBTAIN FINANCING, 'CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMVIENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signatur Owner or Agent The fore oing instrument was acknowledged before me thieve 3 day o�' 261 by 'F"d d rr ■CIAAS who is personally known to me or who has produced who is personally known to me or'who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: aa--14-44't g Print: CA/AG,--0 My Commission Expire Catherine A. Dahl tmlSSion tD0659841 hatpins: MAIL 07, 2013 ftx SONDVD rssv MIMIC BOO= co.,11M APPROVED BY • Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06 /10/2009) Sign: Print � L!— 4n : ,ye SIAM xj i$ slid 11 My s . ue 'ion •Dp857g41 mmentrAna &Aires: story MAR, f 7, 2013 Zoning Clerk checked tiQ t(Q5 . fp s- kit g'E, I3t3 [oo Si rf.Sitoozsi R. 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PST "gels► P i TO-0 6c-T 1> W t 1\90 v.)S (Locsrtotv sec 5Ke T ) 1 z.E ©r E/1/4 G +l iN) t q) >D w c:)" ?c Z(o 1 I Zone 'P `t.oPLIcT ,\?? p. ® o A L 2 G'P c G M ' 'iLESSO ILE .. ve S 0-) • • • • •••• • • • • •• • • •• •. • • 0000 •• • • • • • • 0 0000 • •. • • • • • • • • • • •• •• •• 00 • 0 • • • • • • 0•.• • • • • 0000 • • • • • 0• • • 00 • • • • • 03/02/2009 - 5 :01 pm troyb F:103 Elements \10 Loading111 Calculators\ASCE 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 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 ,4 25 30 351 0 -15 ft 50.4 .492 -48.3 - 47.6 - 47.1 - 46.61, - 462 -45.9 . -45.5 y - 54.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42,7 +42.31 +41'9 +41.$ +43.1 -51.1 - 49.8 - 49.0 -48.3 -47.7 -4773 ! -48.8. - 46.5 -462, 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3! +42.9 +42:5 +42:4, 18 ft -52.4 -51.1 -50.2 -49.5 - 48.9 -48.4 -48.0 47.7 -47.3 -62.1 +47.0 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.8 +432 20 ft -53.5 -522 -51.3 -50.6 -50.0 49.5'. -49,1 -48.7 -48.4 22 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +449'° +44.5 +442 22 ft -54.6 +50,4 -53.3 +49,0 -52.4 +48.1 -51.6 +47.4 -51.0 -50.5 +46.8 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -60.4 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 - 552 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -63.4 '+492 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 -53.2 +49.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 - 55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -70.1 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48,5 +48.1 32 ft -59.1 +54,5 -57.7 +53.1 -58.7 +52.0 -55.9 +51.3 -55.2 -54.7 +50.6 +50,1 -542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 -57.4 -58.6 -55.9 -55.4 - 54.9 -54.5 -54.1 ft +552 +53,7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 36 ft -60.6 +55.9 -59.1 +54,4 -58.1 +53.3 -57.3 +52.5 -56.6 -56.1 +51.9 +51.3 -55.6 +50,8 -55.1 +50.4 -54.8 +50.0 38 ft -81.3 +56.5 -59.8 +55,0 -58.7 +54.0 -57.9 +53.1 -57.3 -56.7 +52.5 +51.9 - 582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -80.5 59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -58.0 +53.0 +57.1 +55.6 +54.5 +53.7 +53.0 +52.6 +52.0 +51.5 +51,1:. 42 ft -62.6 - 61.1 -60.0 -59.2 -58.5 57,9 -57.4 -57.0 56.6 +55.1 +57.7 +582 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 '+51.7;. 44 ft -632 -61.7 -60.6 - 59.7 -59.1 -58.5 -58.0 -57.5 57.1 -78.8 +58.3 +56,7 +55.7 +54.8 +54.1 +53.5! +53.0 +52.6 +522 46 ft -63.8 - 62.3 -612 -60.3 -59.6 -59.0 -58.5 -58.1 . -57.7 +52.7 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft - 64.4 +59.4 - 62.8 +57.8 - 61.7 +56.7 - 60.8 +55.8 -60.1 -59.6 +55.1 +54.5' -59.0 . +54.0 - 58.6 +53.6 -582 +53:1 50 ft - 64.9 +59.9 -63.4 +58,3 -622 +572 -61.4 +56.3 -60.7 -80.1 +55.6 +55.0" -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 53.9 -62.8 -61.9 -612 -60.6 -60.0 -59.6 9 -59.2 -722 +60,4 +58.8 +57.6 +56.8 +58.1 +55.4 +54.9 +54.5 +54.0 54 ft - 66.0 +60.8 -64.4 +59.2 -83.3 +58.1 -62.4 +572 -61.7 -61.0 +56.5 +55.9 -60.5 +55,4 -80.1 +54,9 59.6 +54.5 56 ft - 66.5 +61.3 -64.9 +59.7 -63.7 +58.5 - 62.9 +57.7 -62.1 -61,5 +58.9 +56.3 -61.0 +55.8 -60.5 +55.3 50.1 +54.9 60 ft -67.5 -65.8 -64.7 -63.8 - 63.0 -62.4 -61.9 -61.4 -61.0 -83.3 +622 +60.6 +59.4 +58,5 +57,8 +57.1 +56.6 +56.1 +55.7 EXTERIOR ZONE 5 PRESSURES Mean Roof t}le19111 DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 - 58.0 -56.7 -55.6 - 54.6 - 53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43,7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 3 +47.1 +45,9 +45.0 +44.3 +43.7 +43,3 +42.9 +42.5 +422 18 ft -64.6 +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 -552 +43.6 54.5 +432 20 ft' - 66.1 +49.4 -63.5 +48.1 51.6 +47.1 -60.2 +46.4 -59.0 +45.8 - 58.1 +45.3 572 +44.9 58.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 51.4 +47.4 - 602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 54.1 +49.0 -62.6 +482 -61.4 +47.6 50.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft 59.8 -67.1 55.1 -63.6 -62.4 - 61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +49,1 +48,4 +47.9 +47,5 +47,1 +46.7 28 ft -70.9 +53,0 - 682 +51.6 -66.2 +50.6 -64,6 +49.8 -63.4 '+492 - 62.3 +48,7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 - 892 - 67.1 -85.6 - 64.3 -63.2 - 62.3 - 61.5 -60.7 +53.8 +52.3 +51.3 +50:6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 -70.1 - 68.1 - 66.5 -652 -84.1 ,83.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -87.3 +51.9 -66.0 +51.3 - 64.9 +50.7 -64 0 +502 -63.1 +49.8 52.4 +49A 36 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 - 64.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 88.9 +53.1 - 67.6 +52.5 - 68.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 - 71.3 -69.7 - 68.3 -67.2 -662 -65.3 -64.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 - 67.9 - 66.9 - 66.0 -65.2 +67.7 +582 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 - 882 -67.3 -66.5 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +56,8 -71.0 +55,1 -69.8 +84,5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 - 68.5 -67.6 +59.9 +58.3 +572 +56,3 +55.8 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 -69.0 -682 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54,9 -68.7 +54.5 56 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 59.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 •• •• • • • •• •• • WINDEVEI_OoCIp(11'46 KPH EXPOSURE 'C "' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIQNS FOR TABLE 1ISEJ • • 1. TABLES ARM N EIrTODEPICTTHE'WO RSTEASE'PRESSURES.'WORSTCASE'IS DEFINED AS TH C OIQDTTI�3it OF Y UNK1I�bY*4 VA BLE AS DESCRIBED BELOW. USE OF CRITI C D NS REQIJiREDL��,F USE } 'ITE TH�TABLES. 2. FOR SITUA QN 114 REQU Ind =14, TABLE Q.LJEp UNDER - DESIGNED BY A FACTOR OF 1,18. VERIFY KO REQUIREMENTS-W/TH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOFR. ALI- ROOF SLOPES: REDUUCCTTIIOTNS FFFO�Rf ROOF SLOPES LESS THAN 10° SHALL BE 6NNOT BE ROUND 10, U F 1dEI FI X T�0l •TABLE�VAIj1E00R TO AECONSERVATIVE ASSUMPTION. • • • • • •- • • • 7. CALCULATE THE•'WRIIBUTARY ARM OF•TH@OPE01PNG4IM 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. B. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR'Kzt =10 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING 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 IS 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. 1 ® 1 1 ELEVATION WALL ZONE FIGURES m z 0n 0 8 m REMARKS DRWN CHKD DATE INIT ISSUE REVISE FOR 07 FBC CL TSB FLB FLB 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT I C 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 89885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 740 Aluminum Projected Window.— L.M.I. APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 02/24/03 with revision "C" dated 09/02/08, signed and sealed by Lucas A. Turner, F.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile 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 °r,eli n e in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsecaant of any product, for sales, advertising or any other purposes shall automatically terminaia 8his 4OA;F�i1>!1re to comply with any section of this NOA shall be cause for termination and removal of 1 ®e • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade gop•ty, Flodda, •and followed by the expiration date may be displayed in advertising literature. If any pb,iprof th4 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 manufSCtu?Cr or its •' • distributors and shall be available for inspection at the job site at the request of the BuiIiig ttfficial. • • . • This NOA revises and renews NOA # 05- 1129.10 and consists of this page 1 and evidence pages Le-j •mod E -2, as well as approval document mentioned above. • • • • The submitted • documentation was reviewed by Manuel Perez, P.E. _ ' • ...• • • • • • • • M. IDADE COUNTY APPROVED NOA No. 08- 0709.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 Page 1 • -•, • • • .• • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052 -7, Sheets 1 through 11 of 11, titled "Alum. Projected Window, Impact ", dated 02/24/03 with revision C dated 09/02/08, prepared by Mfr., signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted underNOA# 03- 0514.10) 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 ari aluminum fixed window mulled to a projected window with 9/16" HS laminated, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3724 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0514.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 11/21/05, prepared, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS • • • • • •• • •.. •. • • • • •••-• • •• • • • •••• • •••• •• • • • • • • • •••• • •• 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nav,ff & Coe, Int. for "DuPont Butacite ® PVB Interlayer" dated 01/05/06, expiring 4e/11/10!•••• E -1 . • • • • ••••• ••••• • •• •. • •• Manuel Pe , .E. Product Control xam - er NOA No. 08 19.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 • • • •- • • • • • •• • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Ietter of conformance, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 3. Statement letter from original engineer stating that there are no changes to the product and that it conforms to the FBC, dated 6/26/08, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.10, issued to PGT Industries for their Series CA- 740 Aluminum Projected Window — LMI, approved on 02/23/06 and expiring on 11/06/08. E -2 • • • • •• • • • •••• • • •• •• •. • • • • • •• . • • •••• •• • • • • • • •• • • •• •• • • • • •••• • • •••• • •• • • • • • •• Manuel ' erez, ' Product Control Exa ne NOA No. 08-070 6 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 • • • • • • • • • • •• • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W1 AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7 /16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER 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 GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH ® AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X. PROJECTED WINDOW MAY ALSO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION, FOR FIXED WINDOW DETAILS PLEASE SEE SEPARATE MIAMI- DADECOUNTY NOA. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X ": MAX. 8" FROM CORNERS JAMBS "OX": MAX. 4" FROM "0" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY MAX. 40 & 7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE UMITATIONS WHEN ANCHORING WITH #12 SCREWS. CONFIGURATION OPTIONS X 0 X NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7-8 CORNER CONSTRUCTION EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 9 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEAI4I T IS'L1SCDbN )4.L«FC)JI CORNERS OF THE FRAME. 7. REFERENCE TEST REPC.RT3: .. -37Z4, tTC ' i` 21 & FTL -3728. •• ••• •• • •• •• • • • • .- • ••• • • • • • • •• • • • • •• • • • m )U i REYL2 J ce nt• Aa •!.4»Ly'''C�! iAy ij: l 4 es# NOM IS Oa* MAN F$. to,aq f wo• se 0.0. WOWS FJC 02/24143 A airsvw oralaut e C • • • • • • REWSE DP NOT E SAND ANCHORAGE NOM4 MODIF2D NOTE 2 •• • • • • • • • • • • • • •• •• • • • • • ••• •• • ••• • • • TECHNOLOGYORNE NOKOA69. Pl. 34275 Po act 8EG NOKQUs, R sum NOTES AND TABLE OF CONTESTS ALUM PROJECTED WINDOW IMPACT QA,i40 awoa 7052-7 Lucas A, UMW. P.E. PEOMN1 Mechooloi 118" ANNEALED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER OR HEAT STRENG GENNED � }-► -- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE OUTSIDE Eft mow FJG D.Q ommesx vox 10'18/D3 Dow 00/02/08 01!?I/03 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 00 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT �-+- STRENGTHENED GLASS .65" NOM. GLASS BITE OUTSIDE •• • • • • • • • •• • ". "• • • •• ••• •• 7/16" LAMINATED "• : :GLUING DETAIL •_ •• • • •• • ••• •• • ••• ••• • • • • • . • •• • • • a •: • • • • _ADO routwitr a ••• . •• 8 NO CHANGE 7H1S SHIZT RIO CAWS! yor.sar t • • • • • • • • •• •• ••• • • 13/18" NOM. 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE OUTSIDE 13/16" I.G. GLAZING DETAIL MO 71100101.00Y ORME NOKOMIS, FL 34273 • • • • ••• • • • • • ••• ••• • • • • • • • • Ad Naomi FL 34274 Visibly Brno GLAZING DETAILS ALUM. PROJECTED WINDOW, IMPACT Brosoltialle *Or 04740 1 NT$ 2 + 11 1 7{)52 -7 ( C Lutes A. Tuner. P.E. PE •58241 M•dvnlmd •• •• • • PLEASE SEE SEPARATE MIAMI —DADE COUNTY NOA FOR CASEMENT FIXED WINDOW SEE MEETING BAIL DETAIL jam- ---- SC' MAX. WIDTH .� n - 1..__ ,_ - ___,__, 1 b9" MAX. FIXED 97 3/8" MAX HEIGHT 31 3/8" MAX. DAYLIGHT OPENING 8" MAX. - 13" MAX. O.C. 4" MAX. ELEVATION "A" - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) 4" MAX. MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) • • ••• • • • ••• .•'•• • • • • •• •• • • • • • • • • .:• • AN &HOF:Las4TION TYP. . . .. 1 1/2". • • • • • • • • • • • ANCHOR LALATIbN T$P• • • •' • • •• • • • .• •. •, • 3. • 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING CENTERLINE 1 112" • • • • iNIiPARI ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 8" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (4) 8" MAX. 38 3/8" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING 4" MAX. �+ - -�-f -- 13" MAX. O.C. ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) PEMUCT & a+ ari, � ratrag3Irta vrik s2&/03 A REMOVE Tr B.EVATION 1W1&9d 0 NO CHANGE THIS SHEET OMe AWNED ALL 's0' COSPONENTA REMOVEDtr REFERENCES 1070 TECHNOLOGY DRIVE P.O MORONI EA t BOX MN NO WA. PL NM ELEVATIONS "ALUM. PROJECTED WINDOW, IMPACT IL GA-NO NTS 8 • 11 7052-7 PS le41201 Y.dadwl •• •• • • • •• •• • . • • • • • • • • COMPARATIVE ANALYSIS TABLE 1. °X" WINDOWS TEST REPORTS: FT {- 3721, 37;� i -372 • • • • 1 • � • •. • - GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) FTL -3727 VENT HEIGHT 17.000 18.000 21.000 24.000 ' 26.000 V 30.000 33.000 38.000 ' 37.000 I 1 38.375 • ■ a- iii 5 24.000 A 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: 7.0.0 :75.0. 10.0.,11-75. C 26.500 A70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 ' 70.0 75.0 ! . o.Q:.-75.0;•0, ;0.0. • -75.0' ■ 30.000 A 70.0 -75.0 70.0 ' -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 ,•. • X 36.000 A 70.0 -75.0 X70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -76.0 79,0 173.7 .70.0.x-VA 7.. •-6v 37.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 73.7 701 � T1.2: , • • • 43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.2 - 68.2 60.4 -80.4 I S6► �50A6 • . : -51/2• 48.000 A 70.0 75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.4 -68.4 59.4 , - 59.4 54.3 _ -54.3 52.8 -52.8 51.1 -51.1 53.125 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 _ 80.6 -60.6 54.8 -54.8 48.8 . -48.8 47.2 -47.2 45.5 -45.5 , 57.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 58.5 -58.5 51.0 - 51.0 44.8 -44.8 43.5 -43.5 42.1 -42.1 60.000 A 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 ` 70.0 -75.0 , 70.0 , -72.9 _ 56.2 -56.2 47.5 -47.5 42.2 _ -42.2 ,_ 41.1 - 41.1 39.7 -39.7 GLASS OPTION B. 5/16" LAMI (1/8 "HS,.090,118"HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 1 -76.0 i • GLASS OPTION C. 7118" LAMI (3/18"A,.090,3/16"HS) FTL-3724 ALL THE ABOVE SIZE COMBINATIONS ! 70.0 I -90.0 GLASS OPTION E. 13/16" I.G. (11814S, 3/8" SPACE, 5/16" LAMI W/ 1/81HS &1/S" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS f 70.0 1 -7541 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. PRODUCT 8sars'a D an ectlygrld ea ttiartitt r:a •13 4: 7 2 Alor-- LuowA.Tuns,P.O. PE OM lactatoal lawn* PIG air 92600 atlas= A NOCHANGE 7HI$ SHEET 1070 TECHNOLOGY MAC NOKOMIS, EL MSS P.O. swum NO I� 34474 DESIGN PRESSURES 9C" WINDOWS ALUM PROJECTED WI/YDOW, IMPACT F1P 10111V05 ANCHORAGE AND Rawl Pp DM a•PI I' IG QY2120B livIsWc C NOQWiGETHIS T 2 wear I G7Q4i43 Vitt* Ban WO i I • 11 W52-7 (,', • • • • • • • • ••• • • • • • • • 1•• • • • ••• •• • • • • • • • • • • • ••• COMPARATIVE ANALYSIS TABLE 3. 'OX' UNEQUAL LITE WINDOWS TEST REPORTS: F'A-3724,FTL 3777,Pfl 3728 GLAZING OPTIONS: A. 6/16" LAM/ (1/6'A,.080,1I8"HS) FTL -3727 B. 5/16" LAMI (1 /8"HS,.W0,U8"HS) Flt -3727 C. VW LAMI (3/18"A,.090,3/18"HS) FTL -3724 E. 13/1$" LG. (1/8°18, 3/8" SPACE, 5/16" LAMI W/ 1/8 "H8, 1 /1"HS)rTL -37282 • • • VENT" HEIGHT UP TO 28.000 30.E • • • • • • • FIXED HEIGHT T: !TI ?1 ITI ?! T' i�, l MIL IV: 3ir., �` ' `� �i, �+�Z,.� R jzi. a illN I�ar,, NU ITi ?! i'+?i T =i'� + +T1�" y :.` �S! �r�i� �ra1 +) WINDOW WIDTH A 70.0 -75.0 70.0 -75.0 La wawa gin 70.0 -75.0 70.0 CM 70.0 Lai rijial cum Luca] Ku 4610 -75.8 + + w] 24.000 6, 70.0 -75.0 70.0 e� 70.0 J 70.0 -75.0 70.0 -75.0 70.0 �j +] 70.0 �� + Lubin b +] i 70.0 ] _-'+"+ + + Rau ro1 Ln uncap -75.0 70.0 -90.0 700 -90.0 70.0 -90.0 WI -90.0 kW -90.0 70.0 -90.0 70.0 -90.0 tamalikajeunkaa -90.0 / ! 28.500 A 70.1 -75.' UM 1 -75.0 70.0 -75.0 Lia -75.0 70.0 -70.8 lajl -75.0 70.0 cum 70.0 -75.0 70.0 cookizjgaucutzza r + 'it _fmu' 57.0 n] 0, C 7+ 0 70.0 - 5.0 -90.0 gingumalgua 70.0 Lamm -90.0 70.0 iikijimitiza -75.0 wii -75.0 -90.0 70.0 70.0 -75.0 imu 70.0 70.0 kjj -90.0 + 1 70.0 tial -90.0 70.0 70.0 -75.0 -90.0 giu kijagDokzez 70.0 76.0 ginEncLi Vif+ liii j ' i 30.000 A 70.0 -75.0 70.0 76.0 Elaitoutuu -75.0 63.9 'alum -57.0 70.0 IlUn 70.0 -75.0 um 75.0 B,E 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 MU -75.0 70.0 -75.0 70.0 -75.0 Lump 70.0 15331Lri -75.0 Lai - 75.0 70.0 -75.0 70.0 -90.0 Rama 70.0 -80.0 70.0 -90.0 kin -90.0 70.0 -90.0 70.0 clikananzu -90.0 70.0 Kauai -90.0 70.0 -90.0 36.000 A 70.0 -75.0 70.0 75.0 70.0 -70.4 59.2 -59.2 Lim -51.1 iummutijra -75.0 Limn 70.0 -70.4 ['ML] 51.1 - 51.1 43.0 -43.0 8,E 70.0 -75.0 lai -75.0 um -75.0 Liti 75.0 ibm -75.0 70.0 MU 70.0 -75.0 70.0 mili + i 1 Kw kin -75.0 Lamm tinEn 41.9 41.9 C 70.0 -90.0 70.0 grzthan -90.0 NM -90.0 70.0 -90.0 co -90.0 70.0 -90.0 70.0 gaiLlicurairau 70.0 -90.0 37.000 A 70. I 7-.' i U -75.0 jai -67.8 Lau -57.6 CM -49.9 41.9 J 70.0 candinajtaijumag - 57.8 49.9 49.9 8,E 70.0 75.0 -0.0 MD kau -75.0 kw 75.0 UMW] W] 70.0 N+] 70.0 Kw 70.0 Cill 70.0 -75.0 CM -75.0 Lau -75.0 Lawn C 70.0 -90.0 70.0 -90.0 1 + 1 + 1 -90.0 iiin -90.0 EU 90.0 70.0 -800 70.0 -90.0 70.0 cjia 70.0 -90.0 kin -90.0 70.0 raj 43.000 A 70.0 76.0 70.0 71.1 57.2 LW La 40.7 52.6 UZI cm -44.4 70.0 muumuu 57.2 cmoki .60.7 Lai - 52.6 44.4 -44.4 B,E 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ifizi -75.0 70.0 -75.0 70.0 -75.0 70.0 Irajkiu -75.0 NM 75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 kingui 70.0 -0.0 + i 1 1 1 1 + + 1 + I 1 1 i -90.0 70.0 -78.6 48.000 A 70.0 -75.0 61.8 -81.8 51.1 Call= - 54.4 48.8 -48.6 gm -41.0 uncla 61.8 ga m -48.8 41.0 �] B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 + + -75.0 70.0 -75.0 70.0 -75.0 Lou -75.0 + ! �+] + 1 75.0 70.0 �,'�r-��] Kamm -75.0 70.0 cop C 70.0 -90.0 70.0 -80.0 70.0 gun 70.0 -90.0 70.0 -80.9 68.4 -68.4 70.0 -90.0 ituagaimuilai 70.0 Kai kailLal 68.4 -88.4 53.125 A 4 70.0 -75.0 58.8 88.8 45.5 - 45.5 49.1 - 401 44.3 -44.3 38.7 Cal 80.6 -60.6 58.8 - 58.8 45.5 -45.5 4 .1 - 49.1 44.3 -44.3 38.7 8,E 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 + C 70.0 -90.0 70.0 -90.0 kin -90.0 gagEn 70.0 -71.2 en .60.9 70.0 ,',1-1 70.0 -90.0 1 ' + + + + -85.9 IIM -71.2 80.9 CU 57.000 A 70.0 -75.0 53.: -53.8 42.1 -42.1 45.5 =mai -41.2 37.3 ® 58.5 -58.5 53.8 L] 42.1 Lama -45.5 41.2 mu 37.3 -37.3 6,E 70.0 -75.0 70.0 -75.0 Gm -75.0 lam -75.0 kim -75.0 70.0 74.5 70.0 -75.0 70.0 C{'l+ 70.0 can 70.0 -75.0�7� 75.0 70.0 -74,5 Irja C 70.0 -90.0 70.0 -90.0 70.0 �.+ + 70.0 -79.3 68.7 -86.7 En + i :! 1 1 ! -, , + + -90.0 + 1 4:6aram 58.9 60.000 A 70.0 -72.9 50.4 -50.4 En -39.7 -42.8 J -39.2 Lai - 35.9 56.2 48.2 50.4 -50.4 EimutiougzuLniumaniEjj 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 B, 7+.0 -75.0 70.0 -75.0 70.0 NM 70.0 -75.0 CU -75.0 Lamm 70.0 c.•n•. 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 itscuuutin - 74.6 83.3 - 83.3 54.0. -54.0 KU -90.0 70.0 Luu 700 -90. 70.0 ganungzo 54.0 -54.0 SIZE •OMBINATRINS 1 70.0 )-90.0 GLASS OPTION D. 7/16" LAMI (3118 "HS,.090,3 /18"HS) FTL- -3724 ALL THE ABOVE NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 114" TAPCONS OR 114" SS4 CRETE-FLEX ANCHORS. ?. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 79.9 P.S.F. Arai* • • • • • • • • • •• • • • • • .• • • • •• 0 X ACT re•toupt4.-ii left Eta Ms* feisigt 7 ar, AssAvair & &U3 A NO CHANGE TH SSHEET o' f aft MINNS MOW IF Oka au,* Soic ROUE MOORAGE AND NOTE OTE "C •` ND CHAIM THIS NOV ts/iraeseCm I 1070 TECHNowanrombs maral g PL 94271 SQX NO f37+ IFIGT &r • DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT - 0 40 NTS 1 5 +► 11 I � 7052-7 , C '7,,12%" Wow A. Um, P.E. PE MEM Afealmakei • •• • ••• • • • ••• •• • a • •• •• • • COMPARATIVE ANALYSIS TABLE 4. °Ox UNEQUAL LITE WINDOWS TEST REPORTS: FIi- -1721$ F11. -3T,fa g'Tis37�2 GLAZING OPTIONS: A. 5118° LAMI (1/8"A,.090,118 "HS) F11-3727 B. 5/18" LAMI (V8 °HS,.090,1 /8°HS) FTL -3727 • • • • • • • • C. 7118° LAMI (3118 "A,.090,3 /18 °HS) F1L -3724 E. 13/16" LO. (118 "HS. 3/8° SPACE, 5!18" LAMI Wl 1l8 "HS, 118113) FTL -3728 VENT HEIGHT 34.000 .375 FIXED HEIGHT '.1'+tr I. , r'rT' inalaill, MUM !Mail 1111WV.all r.n/ alugalsomuu r +,al WWI -75.0 =VIM gaigailairawkaarau 70.0 aig nralaill i c+ ` r + + A 70.0 -75.0 70.0 ] / 1 -75.0 70.0 -75.0 um -75.0 70.0 70.0 24.000 8, E 70.0 -75.0 70.0 grajulmagtiu 75.0 Lamm 70.0 J 70.0 Eju 70.0 'WU 70.0 -75.0 C 70.0 -90.0 70.0 40.0 70.0 80.0 70.0 90.0 70.0 90.0 70.0 igin 70.0 -90.0 70.0 90,0 Lamm 70.0 40.0 70.0 -00.0 Lai -90.0 A 0.0 7 .0 0.0 mukauguailigui 70.0 minim -70.8 70.0 -75.0 70.0 =Limo -75.0 LIJODU 70.0 Ku 70.0 -70.8 26.500 8,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 illagaw 70.0 CUMELJ -75.0 70.0 WM 70.0 gal 70.0 -75.0 70.0 j c,titilaitaatim= - 76.0 a ' lajwitatijgan m + + C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 gal 70.0 CM ang,MIL:ucautimuum Eligaq 70.0 30.000 A 70.1 - 5.0 70.+ -75.0 70.0 -75.0 Lamm 63.9 -63.9 57.0 uilizjiwg 70.0 Raj 70.0 MU 70.0 B,E 70.0 75.0 70.0 -75.0 70.0 75.0 kiligintal -75.0 Lliguja 70.0 WU CU -75.0 kklinal 70.0 jialj< nirj + + alu C 7 0 . 1 ' ' . 0 70.0 -90.0 70.0 gagiaza - 90.0 7 0 . 0 90.0 70.0 cal 70.0 -90.0 70.0 90.0 EU 90.0 70.0 gal 70.0 cuLtu 90.0 36.000 A 70.1 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 mum 43.0 -43.0 70.0 itiju 70.0 ifklikuu -70.4 59.2 J 51.1 CM 43.0 -43.0 8,E 70.0 -75.0 T + .O -75.0 kainajuil 75.0 70.0 -76.0 tijugumu 75.0 70.0 g�+ 70.0 -75.0 70.0 75.0 70.0 -75.0 kai -75.0 C 70.0 -90.0 70.0 -90.0 70.0 + + ' 70.0 ca 70.0 -90.0 tin -90.0 itakiL,MIltalEal 70.0 Lag Exact] / 1 ,1 1 70.0 -90.0 37.000 A 70. -7 .0 70.0 - 75.0 67.9 -67.9 57.8 -57.8 LU -49.9 41.9 Limilim 87.9 Lai 67.9 -67.9 -57.8 49.9 2] 41.9 mag B,E 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 gai -75.0 70.0 -75.0 + 1 70.0 -75.0 70.0 + 1 + ' -75.0 1 1 -75.0 Igail 70.0 -90.0 70.0 raj 1 1 :'1 1 l+ -90.0 1 1 -90.0 Laical 70.0 .' 1 1 70.0 ILMILIIICILIIIMI -90.0 km -90.0 70.0 43.000 A 85.6 -65.5 86.5 70.0 75.0 glue] 70.0 -75.0 60.7 wagineuctin -80.7 52.6 -52.6 44.4 70.0 -44.4 -75.0 ummiticEirmaium wawa 70.0 gaj 70.0 -57.2 -75.0 Limizi 70.0 -75.0 [Wit] kiii -75.0 cm 70.0 -44.4 -75.0 'B,E 70.0 -75.1 C 70.0 -900 70.0 -90.0 LILI -90.0 70.0 -90.0 70.0 -90.0 70.0 78.6 L 11 EML-jusumugm 1 1 -90.0 70.0 -90.0 70.0 -78.8 48.000 A 57.5 -57.5 57.5 47.5 51.1 - 51.1 54.4 -54.4 ma -48.6 41,0 -41.0 51.1 -51.1 51.1 -51.1 51.1 1.1 51.1 -51.1 48.8 -48.6 41.0 -41.0 -76.0 6,E 70.0 -75.0 70.0 gm + + -15.0 70.0 -76.0 GU -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C 71.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 88.4 -68.4 70.0 80.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 ILMELICailiallgal 70.0 1 / 40.9 -75.0 68.4 70.0 -68.4 -76.0 53.125 A 52.7 -52.7 52.7 -52.7 LILj -46.5 LXICIIICIUMLIEUILlikilMILILIQUILLti 45.5 45.6 46.5 B,E 70.0 76.0 70.0 75.0 70.0] 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 gr' 1 r rij 70.0 -90.0 70. + -90.0 70.0 -90.0 70.0 Lull 70.0 IM 80.9 -60.9 70.0 -90.0 70.0 CM 70.0 -90.0 70.0 nra 70.0 mintieljuu fag g 75.0 70.0 -60.9 -74.5 EMU En 57.000 A 48.6 -48.8 -75.0 48.6 70.0 .48.6 -75.0 42.1 70.0 Can -75.0 46.6 ELI -45.5 -75.0 Liu 70.0 41.2 -75.0 m7tata .70.0 -74.5 42.1 taigangi CM 42.1 -42.1 -75.0 J Limauggi .42.1 Ell -42.1 76.0 B,E 70.0 7 +.0 -90.0 70. + -90.0 karciatoulwarag -86.7 Exj=1 70.0 -90.0 70.0 1E21:1 70.0 -90.0 70.0 -79.3 86.7 CNA 56.9 um 80.000 A 46.2 - 45.2 46.2 -45.2 39.7 -39.7 42.8 -42.8 39.2 -38.2 up -36.9 EitAgaiL20 -39.7 I '% IL• 70.0 -39.7 K$] 39.2 tainaltalgral 49.2 8.E 70.0 -75.0 0.0 gautzuguarai -75.0 KU 75.0 Rim -71.8 70.0 -75.0 70.0 75.0 11031:02 C 70.1 90.0,_70.0 40.0 70.0 -90.0 70.0 -74.8 [E] - 63.3 54.0 -54.0 70.0 90.0 70.0 -90.0 Email 70.0 -74.8 63.3 43.3 ILal -54.0 I; GLASS OPTION D. 7/18° LAMI (3118 °13,.090,3 /16"HS) FTL -3724 ALL THE ABOVE SIZE COMMA-TONS [10.0 I-90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. DESIGN PRESSURES "OX" WINDOWS • • •• • • • • • • • • • •• • • •• •• • • • • •• X PRODUCT U'iV.:10 > i• a ALUM. PROJECTED WINDOW, IMPACT ,.7 Luca & Turner. P.E. ea 158201 M"drN•tl MAX. HEIGHT (SEE SHT. 3) MAX. HEIGHT (SEE SHT. 3) • • ••• • • • ••• rr •• •• • • • •• •• • „ • • • • • • • • • • 11-,' Fir-T:" • • • • •.. • • • ∎� - -- -;r =- 1, PLEASE SEE SEPRIRAT'Eti NMI-BADE COUNTY it 1 11,-..--• NOA FOR CASEMENT FIXED WINDOW 10 1 11 ilk 4 • • • ••• • • • a c,� ___ • • • • • • • • • • L___ r�lJ • • • • • • • • • ICI • •• ••• • • •• II lIVI I11 nFL n cu rn' OUTSIDE (( i } N 11 i Ir — It_ — J_ — 'r- '* r •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• ••" REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) 0000 VERTICAL SECTION "X" CONFIG. VERTICAL SECTION "0X" CONFIG. a:4 catafAttg as h gta M eidt Er' '42%n 0� n $'446421 gm< 110 F.K Aft Q%29.D3 amaa« A Pte` a* 1MIIN?5 fimlibms e MAO* —Mk *-11adekes F2G 0212403 REDRAW 17PJ277CA1. SECRCYVSTOY2 SCALE ADD REM 89 D4W = ALL '0" COMPONENTS, REMOVED I:PREFERENCES 10707EORNOLOGYDRIVE NORMS. FLAWS P.O. Y¢X ids MOM R. WM VERTICAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT VW* Bette 0444D •• hrw. 70527 4/12/ar" i UGO A. TWnrr. P.6. P51158201 liedurical it MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • ... • • • • • • • • • • • • • • .. .. • • .. • • • • • • • .. • • • .. ... .. • • • • • • • .. • • • • • ••• .. MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT **(AIM' 11 VaL4tti1► pps cotArigwhit2wN.t& Colic *a Daft F.1L 020103 A Roil sr P r Awns F.A fO1191$ B REDRAW HORIZONTAL SECTIONS TO 1/2SCALE ADO arm se RPM As Dar A 0Aint 0.11 09102/00 C o It amid* DASHED AU. COMPONEN70 IWO TECHN LOOYDRAVE NOKOMA FL MX P.Q gi(fb7a NOKOMA NM Pic" tea.. HORIZONTAL S E C %I O N S ALUM. PROJECTED WINDOW, IMPACT CA YID NTS 8 • i 7vi..arA. 7052-7 - War Luau A Tumor. P.E. PE NM Wohai4oal PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW #12x1 PH TEK SMS 13" MAX. O.C. VW (2) SCREWS 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE �� �.� I MAIL: 6063-T6 1.10PW.) °X" FRAME H NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 "OX" FRAME ASSEMBLY DETAIL Q#8x1 QUAD PH SMS (2) PER CORNER OFRAME JAMB 0 SASH FRAME SIDE RAIL #8x1 QUAD PH SMS 0 (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME ASSEMBLY DETAIL FJC S126/03 FJC WHOM ...ems at O. 0. 0910We MAIN FRAME ASSEMBLY DETAIL .993" .040" ®INSTAULATIb s: HbLt DOVER • . • • • .. • MArL:•6d63,T6 :.. • . • DWC 7007 • • .• • • • •. •.• .• • • �- 1.159" 9" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DVVC# 7003A 1 • • • • • . . • • • .•• •• 2.919" 2.784" ---�I ®FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT art: vERD s3eamplAza with Co d Iscomataaate qRy J A NO CHANGE MS MEET kaliedow B NO CHANQE MS SHEET lasAshow C REMOVED OR CAMEO 'G CCIRPONENIS !G 02124413 P.O, 80( Tdoi NOIkO IS, FL M2T4 gar v* EXTRUSIONS & ASSEMBLY DETAILS +.r ALUM. PROJECTED WINDOW, IMPACT wrrw� 4rc� cA.7�0 NTS I 8 w 11 1 * 7052 -7 c1.124," LucM A. Tow, P$ PE 4511201 1Mduirdod k 1 1 y _ . Ia' L a� ? _.:.� Numsu:a• mrairiarms E' ; 6 tC a ;-_,,), • orr,rmi at 1�tl• E _____ 1111-11111111g111111110 7 :41 -815 ► 1i ::. • WE '.+J 1•uulyt!:!t10111E,Y.�'!r «•,.i +L:l..,. ,•�. ® "_1111111111l'Y111111F_ll11..1'.t.(15.T0 L •• ;*:t.ii!)Ato�.4" 1111F3 111110 111110.*P1 x � x `" 1119sr? t 1211,743. :Ali i -5-12•Iiii .:,PI XE *?!t .131• E1111m ;3r7i1 > +� lG lEt xl ;rcz 3 X .00 PH. WS 70 S ya: « 11._JI :_ • i _ 7 , •./ . ,i BAR :. is Y WAIII • Lv. l r' iialla ,u.igitiktuiPUMVilMININ Y:111., ..i_•kto 1111111MINNII 111E1111111017. it!T MkT+IIIIII t4.: 1!! _ . :I 7b. c7 IKE M11111111 Lu -r !yl!1lt WLl11 .1'Z+.• .1.r i 115 1 111 '1� . /.iL •1 lr..i . !!Ll'Cizsi iA' 11 11..10_47•li_`:fu_!_► 11110/1111 1511 i_ n(E M{ 4 !ii5w: 1 iy 111 «s i!' ►'• " /f∎ fit!.- L4u..r�,.140 01 /AAA W. Pk. R 41101110111111 MUM 45 46 47 48 49 7/16° 13/16" .y:! LASS 1 ANN. & 1B" : k GLASS W/ AN .090 •;_li0.1.y „1+ TED Q • F 1/3" HS GLASS W/ .090 INNER LAYER OF SOU)TIA OR Ail'ON• P'V9 LAMINATED GLASS (3/16" ANN. & 3/16" HS GLASS W/ AN .090 1 l :+ ±' OF SO •' • '•, .4.1 • 1+ - :A► GLASS ii ' OF T1 • HS GLASS W/ AN .090 .1. • F SO AL. k: ► i G. c3 ( HS i xzrz &5/16" 11" W 3 : "AIRSPACE) 5/16" LAMINATED GLASS (2 LITES 1/8° HS GLASS WT11I AN .090 ► YER • II, • . 1_ l x•1.1! • 13 11E111 EligAll `1 f . 1 11111%.+.x+ ,ill:1111 J •1u7► NUM IIIIT 1111i1 t r1 EilA:1:1 :.• MIN MIMI . n• ► a' �u�ir ��fFit1• if r Z.C6d; i.11� + =1',, • :jr, IT 1 y 1 1_4e - . g'+10 ;Ei • Thee :._01 our* saw w e` Da it WWI seas sr Wm ap. orm -.K WE A 8 .706" 1 LL .060 .8657 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 • • •• •• • • • • • • • • • ••• • • • • ••. • . • • •.• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • ••• y,he:172%6: ..: : • • .870' }_ • • • • • • • • • • (50• • • • • • 05•ry1 • • pC '1 CT .i1Va" 7 13/16 " (UMW bti4[3• 7/16"GLAZING BEAD MATS' 6IIT6• • : : • • • • • MAIL: 6063 -T6 DWG# 7047 DWG# 7042 • • .125" .062" .093" CICASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A .040" 1.000" 04 .423" ' t ASEMENT SCREEN FRAME MATI : 8063 -T6 DWG# 7006 1 2.701" 1.376" 0 CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 PR•?iM1C"3 i' s3ii st A :sct aRL Fiailds 3c;.F:.^4542.* i -. NO QJUNGE Th1S SHEET c ADOEDUN. TO MI 40, NIXON ASV ADO ITEM 89 REMOVE FOOI01177 PARTS PROM &O.AL Ore Ion TECHNOLOGY A NOKOME4 FL Man P.D i °YAW 410: R 34274 V1,i14 Saar • PARTS LIST & EXTRUSIONS ALUM. PROJECTED WINDOW, IMPACT ilessOketk its 4110* 86. NTS 110 • 11 7052-7 Woes A. Turnat P.E PE NOM 1410 101211 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 2 11/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/$" OR MORE THICK SEE NOTE 4 1/4" MAX. SHIM SEE NOTE 1 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 r SEE NOTE 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • . -, • . • •• ••• • • •• SEE NOTE 4 •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2' THICK SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. OPERABLE UNIT FRAME TO CONCRETE NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 18 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 1 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY i HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. Rood ig Pax FA •. NO CHANGE MO MEET ANCHORAGE DETAILS FA 18018AX 8 RE148E ANCHORAGE AM) NOTES 1081 TECHNOLOGY ORME ALUM. C.4740 PROJECTED, ` E.r WINDOW, IMPACT PACT D �D 0 C REMOVE/MU b' DETAILS PQ 8¢X 1811 ww••o as a 340 v Boxer NTS tf • tt owr 70i2 -7 x a 2403 vtagro°e a, ' ,mb aaaag.'siL8viEiFlonria* !blur: c:.2 Ic Luos & Tumr. P.B. Pk WM Modunlogl • • • •••• • • •• • • • • • •••• • • • • • • • • • • •• • • • •• •••• • • • • •• .- ••• • • • • • • • •• • •• •• •• • • • • • • • • • • •••• • • • • • • •• • • •• • • • • f