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WS-09-12811 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 120834 Permit Number: WS -7 -09 -1281 Scheduled Inspection Date: August 19, 2009 Inspector: Bruhn, Norman Owner: LEVASSER, THERESE Job Address: 1000 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: GOLD COAST HURRICANE SHUTTERS INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050070140 Phone: (954)472 -7766 Building Department Comments INSTALL 6 ACCORDION SHUTTERS AND 3 CLEAR LEXAN PANELS Passed ./")GJ�%� /�� vri�) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments AUG 2 E cv A....+ I R /nno For Inspections please call: (305)762 -4949 Dann 7 of 7A A RECORDED PERMIT NO. 1 11111111111 11111 11111 11111 11111 11111 1111 1111 CFN 200980578957 NOTICE OF COMMENCEMENT OR RECORDED 08 /11/2009 )9:52 :15 COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN? CLERK OF COURT ( .(j/� `Z MIAMI -DARE COUNTY, FLORIDA TAX FOLIO NO. I / ?_320 _"_! Ld LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street I address: 2. Description of improvement: CA/L� Sal - �1� atr �C, 3. Owners) na i - _ d address: Interest in property: 000 jam; is Ft, 3 /3 Name and address of fee simple titleholder. 4. Contr is name and dress: r 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: ,Sg(1Q 5u) t/ 1 S tce7 OF DADE I HER 7. Persons within the state of Florida designated by Owner utieilit01 � i " = • TIM M aryr be provided by Section 713.13(1)(a)7., Florida Statutes. By Name and Address: s 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name--There-Se. Leocs at_ Sworn to and subscribed before me this day of Notary Public: Print Notary's Name: My commission expires: °��� v AL Der is iee "..- BONDED • THROUGri :r Z t FLORIDA ' 5 O� ;NOTARY SERVIC! ,i A ••Q 8891 • 494/c, STPK� r Prepared by r ,A,4itrZ- , 20 °cf., Address: 57 b % d4 S "T Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. W 09 1& Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 MCMIEVIR la A 31 2009 BY: Permit Type (circle): Building Roofing K,,/� Owner's Name (Fee Simple Titleholder) I �� r"eS a Le (%q� phone # Owner's Address I 000 NE ��}}Ts- 33138? City A4I'c'v I S � oreS State FL.- Zip Tenant/Lessee Name Phone # 3a6-- 7SCo — (a 2I4 �S k- Job Address (where the work is being done) l 000 /U City Miami Shores Village County Miami -Dade Zip 3 3 l 3� FOLIO / PARCEL # l I— 320S-007 - O l L( Is Building Historically Designated YES NO ."\"- Contractor's Company Name I '0& S-f tt {6/i ��..144, Phone # Contractor's Address �q1Q) -j 'L j (4 5-fr'ee J - City e.- State FL- Zip Qualifier Name / o.rhjJ Fit iS C h Phone # State Certificate or Registration No. C-6 G 05-/g y y Architect/Engineer's Name (if applicable) 472-77(o 6, 333 I'( 5-4- Li72-77C6 tel Certificate of Competency No. Phone # Value of Work For this Permit $ 2 le c) • 00 Type of Work: ❑Addition DAlteration Describe Work: -.-� %O•i Square / Linear Footage Of Work: jd( ❑ Repair/Replace ❑ E molition l iUL 3 i PAt******* Submittal Fee $_" _; e'" * * * *,** * * * * * ** * * * ** * * * ***** Fees************** **,* * ** * * ** * * * * ** ** * * * * * * *** *** Permit Fee $ 110126 CCF $ 050 _,,,. _ Notary $ Training/Education Fee $ Q , li Technology Fee $ 4.'� y � Scanning $ •' Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 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, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap oved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this 2- day of J (otI7 , 200A, by ( Anse Cu (, ctsS ejt„ who is personally known to me or who has produced FL A r6 tot s identific,rM y314,ipir an oath. NOTARY PUBLIC: .` O` 4;is§iiVi... , W'-- =ONE °Dt �,,r'. ' • UGH y FLORIDA : . %NOTARY SER 'FrP QD g391.t!'l ,e Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor The foregoing instrument was acknowledged before me this /09 day of JC4 `/ , 20 al, by /L'16t1-1 t�td S £ " who is personally known to meeor who has produced t as identification$ _ ,,� oath. .s NOTARY PUBLIC: .` O. �; 92 „Os.CNA' V SONDE Sign: Print: �, ` do My Commission Expires: �'.0,,iOI/4 ..83 41C, STAlt 9("61 dir‘cps7 Plans Examiner Engineer Zoning ammo o Dlikti 4 _.._ Baba X. IL. ig JUL 3 1 2009 BYo ®® ® ®® ®4mo99o® ®e ®e alk OA. RL I • • • • • N (ar'vi'vkie") c:cta.A.^0 • • .. • • • • • • r.3 Accarotic).4) (3) • ZONING DEPT SUBJECT TO COMPLIANCE Vvi —H r, - STATE :n n 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof ght DESIGN PRESSURES PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 - 35 -50.4 -49.2 -48.3 - 47.6 -47.1 -46.6 -462 -45.9 -45.5. -53.1 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 .+41.9 +41.6 +42.3 -51.1 -49.8 -49.0 -48.3 -47.7 -47.3 -46.8 -46.5 462 -55.4 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 +43.7 -52.4 -51.1 - 502 -49.5 -48.9 -48.4 48.0 -47.7 -47.3 -58.9 +45.4 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 51.6 -53.5 -52.2 -51.3 - 50.6 -50.0 -49.5 -49.1 -48.7 -48.4 +48.1 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 - 67.4 +50.4 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 24 ft +50.4 +49.0 +48.1 +47.4 +48.8 +46.3 +45.8 +45.4 +45.1 -58.0 -55.6 -54.3 - 53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 +46.3 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 -60.4 +47.5 < 56.6 -552 - 542 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -62.3 +48,7 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 - 64.3 - 57.5 56.1 -55.1 - 54.3 -53.7 -53.2 -52.7 -52.3 -51.9 +50.6 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +482 +47.8 +47.4 - 68.1 +52.0 -58.3 -56.9 - 55.9 -55.1 - 54.5 -53.9 -53.5 -53.1 -52.7 -71.0 +53.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 -74.8 +55.9 -59.1 -57.7 -58.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 38 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 -63.8 +50.6 -59.9 -58.4 - 57.4 -56.6 -55.9 - 55.4 -54.9 -54.5 -54.1 -65.3 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 +52.0 -60.6 -59.1 -58.1 -57.3 56.6 -56.1 -55.6 - 55.1 -54.8 5 7.9 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +53.6 -81.3 -59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 -71.1 +54.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 - 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 42 ft -62,6 - 61.1 -60.0 -592 -58.5 -57.9 -57.4 -57.0 55.6 -79.5 +59.4 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -63.2 - 61.7 -60.6 -59.7 - 59.1 - 58.5 -58.0 -57.5. -57.1 -67.6 +53.6 +58.3 +58.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6. +52.2 48ft -63.8 -82.3 +58.8 +57.3 -61.2 +58.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48ft -84.4 52.8 +59.4 +57.8 - 61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 ft -64.9 -63.4 +59.9 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 - 59.5 +54.5 59.1 +54.0 -58.7 " +53.6 52 ft -65.5 - 63.9 +60.4 +58.8 - 62.8 +57,6 -61.9 +56.8 512 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft -66.0 - 84.4 +60.8 +592 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 50.1 +54.9 -59.6 +54.5 58 ft -86.5 -64.9 +61.3 +59.7 -63.7 +58.5 - 62.9 +57.7 52.1 +56.9 -61.5 +56.3 -61.0 +55.8 - 60.5 +55.3 -60.1 +54.9 ft -87.5 - 85.8 - 64.7 - 63.8 -63.0 -62.4 -61.9 -61.4 -61.0 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 EXTERIOR ZONE 5 PRESSURES Mean Roof Hal DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 15 it `! 2 -59.8 -58.0 -56.7 -55.8 -54.8 -53.8 -53.1 -52.5 .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 +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 -56.8 +44,3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft " -66.1 -63.5 51.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44,2 22 ft - 67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft 58.7 -66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 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 +46.7 28 ft - 70.9 +53.0 582 +51.6 -66.2 +50.6 -64.6 +49,6' - 63.4 +492 -62.3 +48,7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 -692 -67.1 -65.6 - 64.3 -63.2 -62.3 -61.5 50.7 +53.8 +52.3 +51.3 +50.6 .+49,9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 - 66.5 +51.3 -852 . +50.6 - 84.1 +50.1 -63.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -87.3 +51.9 -86.0 +51.3 -64.9 +50.7 -64.0 +50.2 53.1 +49.8 -62.4 +49.4 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 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.8 +52.5 -66.5 +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 - 66.2 -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 -74.2 -72.1 -70.4 -69.0 5 7.9 - 66.9 -66.0 -65 -65.2 +57.7 +56.2 +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 -68.2 - 67.3 56.5 +58.8 +57.3 +562 +55.3 +54.8 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 - 68.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 - 69.9 -69.0 -68.2 +80.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 - 70.5 +55.4 -69.8 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 'OU mr O m y 0 z z to C Qt 8 3 r m REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 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, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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. IDEMTFY 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) 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 SUBMI I I tD 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 =1.0 FOR FLAT TERRAIN USE ONLY THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0185 (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. •• • • • • •• •• ••• • • •• • ••• WALL ZONE FIGURES 2007 FLORIDA BUILDINc•C Q� ASCE 7 -05, MRH = 0 - 60 FT • • • • • • • DESIGN LOADS FOR COMPONENTS & CLADDING • • • • • • • • • • •• •• ••• • • PEAK ROOF HEIGHT MEAN ROOF HEIGHT C ali INEERING ' . 'EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD 3EACH, FL 33442 'H:(�S*4)654 -0660 Fax: (954) 354 -0443 i•e • WWW.ENGEXP.COM • • • • • • • CERT OF AUTH #9885 oz or BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gold Coast Hurricane Shutters, Inc. 5900 S.W. 43rd Street Davie, Florida 33314 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.eov • • • •• •• • • .. .. • •.. • •. This NOA is being issued under the applicable rules and regulations governing the use of cbr • ru&tion material$. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and ar 'pti;Cl by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other argsadtpre allowed.by the Authority Having Jurisdiction (AHJ). • • • • • • • • • • •. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cfounty froduct, Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CounV) reserve tits sight to have this product or material tested for quality assurance purposes. If this product or materiaTats to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immi2ttely 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT -100 / "G. C. Profile" Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 08 -151, titled " G. C. Profile ", sheets 1 through 7 of 7, prepared by Knezevich Associates, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. on April 09, 2008, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0710.09 and consists of this page 1, evidence submitted pages E -1, E -2 & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E .,., M.S. NOA No. 08 -0425.03 Expiration Date: 06/02/2013 Approval Date: 06 /10/2008 Page 1 Gold Coast Hurricane Shutters, Inc. 1. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL if 00- 0417.07 DRAWINGS I. Drawing No. 00 -861 prepared by Knezevich & Associates, Inc., titled "G. C. Profile", dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 throug1206 t%f. 6, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 7, 2000, cent fying this product to meet the criteria of product tested and approved and allowing Gold Coast Hurricane Shutters, Inc. to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Gold Coast Hurricane Shutters, Inc., dated March 29, 2000, signed by Mr. Michael Cooper. 3. Letter by Knezevich & Associates, Inc., dated April 10, 2000, certifying that the drawing (No. 00 -861) prepared for Gold Coast Hurricane Shutters, Inc., signed and sealed by Mr. V J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Michael Cooper on May 23, 2000, and returned signed by Mr. Michael Cooper on May 23, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. • • • • •• 5 • •••••• e•••• • • •• •• • • • • • • • • • • •• • •••• ••• • •• •• • • • • • •• •• •.•• • • •••• • ••.• • • •••• ••. • • • •••• 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0616.01 A. DRAWINGS 1. Drawing No. 03 -807, titled " G. C. Profile ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002 signed and sealed by V J. Knezevich, P.E. B. TESTS 1. None. See Association's generic approval under 02 -0799. C. CALCULATIONS 1. None. See Association's generic approval under 02 -0799. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0425.03 Expiration Date: 06 /02/2013 Approval Date: 06 /10/2008 E -1 • • • 0550•• • •5.5.5 • • • • • • • • • • Gold Coast Hurricane Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTDICATIONS 1. None. See Association's generic approval under 02 -0799. E. STATEMENTS • • • • •• *••• 1. Letter issued by Mr. V. John Knezevich, P.E., dated May 20, 20a34 j l acing tljat • drawing No. 03 -807 is identical to the Hi -Tech Shutter Group, hip 4. pciation • • approved Drawing No. 02 -458, except for the Association member. te,•Are in the • • title block. •••• •• • • • • •• • • • 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07 -CVO • • ••• • • A. DRAWINGS • 1. Drawing No. 07 -350, titled " G. C. Profile ", sheets 1 through 7 df 7; prepare4br. Thornton Tomasetti, dated September 14, 2005, last revision #0 drtec4 Sgptembti • • 14, 2005, signed and sealed by V.J. Knezevich, P.E. on April 12, 20D7. • "• • • • B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated May 21, 2007, certifying this product to meet the criteria ofproduct tested and approved, and allowing Gold Coast Hurricane Shutters, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Frank S. Cornelius. 2. Acknowledgment letter by Gold Coast Hurricane Shutters, Inc., dated June 27, 2007, signed by Mr. Michael Cooper. 3. Letter issued by Thornton Tomasetti, dated May 21, 2007, certifying that the drawing (No. 07 -350) prepared for Gold Coast Hurricane Shutters, Inc., signed and sealed by V John Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. generic drawing (No. 05 -509), revision 0. E -2 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0425.03 Expiration Date: 06/02/2013 Approval Date: 06 /10/2008 • • • Gold Coast Hurricane Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08 -151, titled " G C. Profile ", sheets 1 through 7 of 7, prepared by Knezevich Associates, dated September 14, 2005, last revision #0 dated Sept fn2ig • 14, 2005, signed and sealed by V.J. Knezevich, P. E. on April 09, !Ot, : • • • • •• •• B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. •••••• • • • • • •••• • • • • •• •• •••• • • • • •• •• •••• •..•• • • • • • • • • • •••• • • • •• •• • • • • •••• G. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated April 11, 2008, certifying this product to meet the criteria of product tested and approved, and allowing Gold Coast Hurricane Shutters, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Frank S. Cornelius. 2. Acknowledgment letter by Gold Coast Hurricane Shutters, Inc., dated May 30, 2008, signed by Mr. Michael Cooper. 3. Letter issued by Knezevich Associates, dated April 10, 2008, certifying that the drawing (No. 08 -151) prepared for Gold Coast Hurricane Shutters, Inc., signed and sealed by V. John Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. generic drawing (No. 05 -509), revision 0. 4. Acceptance Letter issued to Mr. Michael Cooper on June 09, 2008 and returned signed by Mr. Michael Cooper on June 10, 2008, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed E -3 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- N25.03 Expiration Date: 06/02/2013 Approval Date: 06/10/2008 • • • • • • • • • • • • 2420' 3540' FWL 1533° 125P O90D END SLAT 1.2W BD SCALE HALESIiE OHEADER -M. MOUNTED 1 SCALE: HALF SIZE OHEADER -WALL MOUNTED 2 SCALE HALF SIZE E- rEliF, 326' LS40° 520' Efica Oa BUILD -OUT WALL HEADER 2 SCALE SIZE / SILL -WALL MOUNTED SC4LE HALF SIZE Jik ADJUSTABLE SILL -TOP Nur HAWSIZE OCENTER MATE 1 B SCALE HALF WE OCENTER MATE 2 10 SCALE HAFSPE (WITH OPTIONAL LOCUMS RODS) 98 OCENTER MATE 1 SCALE HALF SIZE (WITH OPTIONAL LOCUMS RODS) CENTER MATE 2 1 SCALE HALF SIZE 472' LD f 1\ (OPTIONAL) OLOCIORG CLIP 15 SCALE SALEM 211' IP.550' (ON) 555.5 31S R OWALKOVERSILL O GNMENT BUSHING 16 SCALE HAIFSIZE 17 SCAll: HALF SIZE 01Wor(xrezevkhr 1H1- Tah add Coasti u 1190- sFb\OB- 151- OLdWg, t 4/9/20083:31:18 ,11 x 17.1:1, MID a mm OS- Om ta200° (NYLON) INSIDE O18 HANDLESHIM SCALE: WA SRE AD). SILL- BOTTOM OALT. AD). SILL- BOTTOM 950' SCALE HALF SSE 50 SCALE HALF SUE OFLAT END SLAT SCALE HALMS 'dSC 4.47 4.478° OADAPTER SLAT V SCALE HALF SW 4A78 OTYPICAL SCALE HALF SUS EWAN. NOTE* IANORWOUNTYPROCUMDEDEIVASEFIOSIDA Z L p;n THPSEE • DODDERS, sIS Wu� ° % SS a TI COSEINEEN MINE NO NEGATIVE DB= YOE CODADIE'�SR VATH ®V G . i �t SINDDG 2004AAMEMO:AIIIT ME SE �r RONDA a 4. °M ug"m"z'roH s SYSE4 frFIEMP OLDpCUEN&SHHALLCOMPLY CHPPIERSIGIM a m�a'ME Tlm OM THECONSTIONSDETELED mIMOurctATINNESINT SIRU ALWA a DELELENEREN. 7. Ti@a 'NDEVTSAELOOfATOTIEEAPHICAIL' OOC11IWTSWLLWID a WID9TAISITI •uni n. v DOOM FACDIT)S� OOOp EDS,EtE SISID(ETO98OAL'r. EMCEEOPOO NOaC3: AS mD DO MENISSEEKCERVED OG DDATEEAAA) WNW •A� pA ANDIUSUNEEDENNESL SAID =PL SE FIN A)ACONE HWITO OIFa AI A) FT•4ATF13NG)G•DAOEtnISDYFSG rtcr D q y ARO&''�Y� #&11010CA Ik9BYT EHEN.G • • • • • Y�{IpO'•LYNSEI�JRF•LPN3: • • • Mites DIG • • �: ±- �F>?j'`•,. IGI�t.LF@IOOBDTO P • • • • •• •II. STORE SERER EXESEEt$5•tlASHALLBE6A63•T5ALUMINUM ALLOT,U.014 • D. ALL AAOSW.13m EEm24r4NA01QARISAt10a5EASOgS �SIE9.YIIIx�A1�@9AY 5l W60 • • • Ia TOPNO BMW OEDESAiYSEDI1E7W8doASVDO SWAM • • 4� PRfeAT Ili •• • • • • • ummEr 'mIheif1Ta,EbFAAtPAac • • ••• ••• • ••• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ou w AS NOTED *away ARE 09/14/2005 m mQ 08-151 BUSHING I'[ —'i' 7/16 �B�63°MG NYLON I9P (b I1!1.1.111i #10 x Y SMS MANUFACTURED M pilaff oft 18.8 STAINLESS COATING � 5200 FLUOROCARBON SERIESES STAINLESS SEES. ASTER (rep. T0P & BOTTOM) O IMINW-NINA 3/8° 0.1x DSO" LONG NYLON 21=21 BUNG FBAMMON STAINLESS STEEL 1XYIAN 5190 FLUOROCARBON uOB11]NG &. x.050°TIBQ(•0 TOp &ROTTOMf)EELWASHER SCRBV BUSHINASSEM LY °�I BUSHING SEE FASTENER SCHEDULE /Ti Max [0110 01101 DRILL 2110 HOLE FROM Boum BEFORE A�S'@ N® TRUSS HEAD BOLT (T M.) PLUS @24'aC ffAANNYQAi�AB E °•) JOINT BETWEEN RAIDAHLE FIXED SRL SECTION YAMS - NOUMIT TOP TRACK Di S. ALT. LOOM AT LOOITION SIDE I I OF MECHANISM I Oed f REMOVABLE FLOOR TRACK DETAIL sauE:r -r -a M AR SHUTTER OR FROM M INSIDE VIEW BOTTOM TRACK TYPICAL ELEVATION xTs ACCESS Hal an. II. STRUCTURE SECTION IN SHEET FOR COMPLETE E INFORMATION CS REFERENCE OR SCHEMA FORMA iliv,w,i ■ °r ©1■IEMFT - © - ARw. Fm YY 0 111 SINGLE ARM LOCKING MECHANISM ATCBJTER J OR SIDE OF SHUTTER. LOCK MAY ON MADE OR �•/ OF SHUTTER C:1Wak\KNexevkh\ASSOdatIons\ HI-Tech \ Gold TYPICAL PLAN VIEW SCALE 3. E8-151 SECTION NN FASi?iitO •24 ARM SCHEDULE MR ANY ACOEPTAFAE GAS LOCKING BELOW SEE G@ffRALL HITE 10) Noma PEW *AND SCALE 1-1/2. 1Pp SEE FASRENER SCHEDUL.E � t j I14A%, ai 1°z1'x1/8° 3/16°0 FOP -- �� MGM -- minim UMW - EiMbiMMMIRE Y 4' SINGLE ARM LOCKING MECHANIEM BEASHTUITCENTER LOCK DIMOEOROUTSIDE OAF ON SHUITER SINGLE ARM LOCK NIA MEDIANISM AT CENTER ONSIDE OF SHUTTER LOCK MAY BE INSTALLED ON 14° INSIDE OROUTR➢E OFSHUTT®E 'j- `5T" ANON SINGLE ARM ITS V',0 N�r Y LOCATION CONNECTION RYPO REFERENCE ANCHO SCHEDIRE FOR MAR SpACING STRUCTURE 311. JOINT EWEN IOMABLE AND SECTION L ON SHEET FOR COMPLETEINFORMATION C4 commEc RON TYPE REFERENCE RR SCHEME FOR MAX. SPACING y2 MAN WNW SECTION T OPTIONAL REMOVABLE FLOOR TRACKDETATL SOME: 3°°II-r RY 24s0EEUULE MR CH ACCEPTABLE O 0-1/2' 151 -02 -dwg, 4/9120153:29.28 PM 11 x 17, 1:1, MIDIsparatexam crIN KM SHIFTIER SEPARATION FROM Q.ASS...ASBE SCHEDULE FRam arum SHUTTER WWIMa FROM BESIDE NYLON HANDLE Acenarpsucx YNNINANMWCI) OPTIONAL CLOSER HANDLE N.TA NYLON HANDLE 83193LEMIN ) OPTIONAL CLOSER HANDLE N.TS P8b911C7' Asoeptasee N®• i -O 25.03 • 7Li'q I!t'c..;,.4F °rIfi Ceea.a FASTE:a 24° 0.0 FOR ANY ACCEPTABLE SCHEDULE isN'r.1 , ■ rxisrn+a ,,;.:;. a T J U r1:: • • • 14 • •• AK Iii, • • • NY Ve MECHANISM OR SIDE op Aunts. AT CENTER • LCCK MAY BEBLSMAO Disz 011. SHUTTBt OUTS', • • • • • • • • • • • • • • • • • • Pilt •• ••• • OF • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •• •• • • ••• • • a I 6 o° W LL 0 a U S Is H Y3 0 V j Knezevich Aufmbrol AM: eNo 0983 AP 2008 AS NOTED Anna, ANY °em 09/14/2005 P.808 m 08 -151 sheet 2of7 ci ail-46441d I 4 „i5,d d e•v; -44) ow MASONRY OR WOOD STECIURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REESE= ANCHOR SCHEDULE FOR MAX SPACING TYR EVERY ROLLER ASSEMBL.Y� 1:1111 I' 0 OR WAlG MEMSEE O10 SCHEDULE, SW IX MAX EXEGESES B EM EAT NiY ANCHOR SCHEME, TYR S/8 MAX C4 CONNECTION TYPE SCHEDULE ARC SPASM MAX. T 2' AL AWLS SPANS RNTYPE ANCHO MEMO FOR MX SPA ES 4-20 MAOHNO BOLT W �aC (TYP., TOP BMW REFERENCE E CONNECTION NOORTYPE SPACING BUT DO NOT SEE TABLE 2 SEE TAMER NOR- M 0 WTRW IN LIEU OF ANGLE - STAGGER REFERENCE ANCHOR a, r. tlf.Y SCHEDULE FORMAL SPACING MAX WALL MOUNTSECIIO A SCALE: 3�"( = r-B°° y7 a STWIEME SEE ANCHOR SCHEDUIE TYP. TYPE RE0 OO FEREN0 RR OWED. SCHEDULERS 3bIN SPACALG BLIT DO NOT INSIDE MOUNT SECTION l3 •,�.�u TYPE REFEENCE ANCHOR SINEW SPACNG OR MAX Aar S SEES AL 1 L MAX OC BUILD -OUT MOUNT SECTION SCALE OR WODDG SYRUCTU E. W ANCHOR SCHEDULE, TYR REREF ANCHOR SCHEDULE FORMAX SPACING TOP & NOTfQA I/4° MAX u4° MAX m OBUILD -OUT MOUNT SECTION up 1/4° MAX - cIODYBYBCRWttTPE LE tANma SPACING sir MA X FOR OBUILD -OUT MOUNT SECTION F SCALE: OUSTING WOOD TRUSS OR RAPIER @ 24° MAX O.0 EOSINS WOOD OR STUCCO PALISH MATSPJPL & BOTTOM EXfSISUXCANQEETEeMASaWQT MAJOR SCHEDULE, TYP. 2° x 2'x.OETYAWM. TREE TYP. TOP &BOTTOM 4. I OL MMAAX RIB BETWEEN TRUSSES 5/8'MAC RWEEERN 000NT MOOR SCHEDULE FORMAN M® B SPACING OD BUILD -OUT MOUNT SECTION SCALE: 3° =1'4P 4° x 1)8°6963 -T6 ALUM. CONTINUOUS T WOOD MATES/ SCREWS WITH 2.3/4° MINIMUM THREADED pant Fr3N WOOD @ EACH RAPIER OF TRUSS, 24° 0.0 MAX WHERE PLATE EXTENDS BEYOND LAST TRUSS, WEND PLATEN, NUT TRUSS W0TABLE2 •• ••• • • • • • �. • • u4° MAX • .. • A 3Zk. •• • • • .,,,,,n, • ' EI � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • SE T• • OW�#FLOORMUNTFO N C4 CONNECTION TYPE WINCE ANCHOR SCHEDULE FORMAN SPASM nontresseosento as cosaplytog with Itte 44241341 of -0 2 •aJ txxxpawce Bate 13 0 NN 4,a u En sir:1 • UO „„ 5 ONN N� L I i B Hi-SCUD. # 2008040205509 AS NOIEO dmral by ARV 09/14/2005 0&151 sheet 3d7 CAWaklKr exexIdApseodatloN\ FII- Tech1GolcLCoastj08- 151\RR-sub10E- 151- 03.chw3, 4/9/2006 3:25:47 PM, 11 x 17,1:1, NOOtaparate 0m ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • EXISTING STRUCTURE ma conc. P3 4 3 VW 1-V_ EDGEgE DI� OR FOUR ro.GW 1 -3/ &2-1J2 ° ME .w EMM ANGLE MAX 6063- T6AWM. ANNIE rDET THRIEE -1/4°6 THRU BOLTS 1° TW SAM BEAM SOMME BBLOW FOR REAM MAX fiORIi SPANS) 1/42055. MACHINE SCREW &MUT 1r OC ISETHRU BOLT OR HOLE AS DANGLE DETAIL USING 318°0 CALK -IN ANCHOR RA ANGLE (MAX. DESIGN LOAD372 PSF) OTOP SUPPORT BEAM DETAIL OANGLE DETAIL USING 1/4 °0 CRETE -FLEX ANCHOR N Sc41133°= 1'-0" ALUM. BEAM & SHUTTER SCHEDULE D SHUTTER SPAN BEAM SPAN 2' x5' 5-0' 96 TW -.115 8,0' B -r ° 127 IO'-O 7.6' rxr s-0° 14'C Tw °.072° 8-0' 11'6 TT =' I0-0' T0,4' r x 5 5-0' 15-5 TV/ -.07D 8-0' I2- °' I06 11'-2" TWO n'O 1-11r MIN. EMBED. IN 310 DONc 1-ff MR Fam aco R SEE TABLE 2 NoR EDGE DLST. IN EAOI ANGLE PTAXsi - -1 rdirTiAIUM. ANNIE TIIREEI/4°6TNRD BOLTS ALT. LEG DIRECTION (MAX. DESIGN LAAD*72 PSF) OBOTTOM SUPPORT BEAM DETAIL I SCALE: 2 ° 1'-0' #12�RIVET SSCREW N16° 0.0 O.0 REAM DR.ABO FOR HORIZONTAL MAX M�4-��� ryF®ffiACC D1 BEAN OR USE MALT AS SHOWN DI DETAIL VD • • • PLIWOOD STUCO3 MESH SA? MAX C� 12° 0.0 PROVIDE i ACS FMIEllll6Q BACCSIDE MR FASTENING 0 2aC MAX W/ I- 4'PMAT PLYWOOD AND IN CENTER OFSTUDS SRS FINISH PxrxIOR :A/rr T6ALML TUEE (MAII. DFSIBM LOAD*12 PSF) OWALL MOUNT SECTION USING ALUMINUM TUBE I 3° ° P6 C: \Wmk\KnrieriM as \FH- Tech \GOW_CDashOW- 151\HO- sub \08 - 151- 04.dwa, 4/9/2008 3:36:41 PM, 11 x 17, 1:1, NBDkparate.mm • •• • • WIMP W I- PLA C TWO 1/4'655. TAG Re nnon IN OF r x6° P.T. • • • • • • • • WOOD PLATE • • • NOTE: L USE 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, MEET 5. 3. BEAM SPAN SHAD. BE CODER® AVOW DISTANCE FROM ILOF SUPPORT TO OF SUPPORT. MEM ANCHOR SCHEDULE, TIP. 5/B' MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SSG FOR MAX Mica SEE TAGE2 N2161,1 T B( SCREW H 6' O.0 (TYP.) C4OONNBcRON'TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING OPTIONAL CB c`N REFERENCE ANCH SCHEME RMANY. SPACING UvAaOuNT SECgdN - QS1J4 2' x 6,61V101% PLATE 1'-D° II�II 16111 - C% ' ITET c' S O.c (rYPJ *WM OCEILING INSIDE MOUNT SECTION SCALE 3' ° 1-0° PRoDUCTRENEWED as mown GmeaNb Bedding Cob Acceptance MD 0 ;- 0?25:03 E Date BY Division 1P W 0 V 6 r sob AS NOTED ARV 09/14/2005 08.151 sheeL4at7 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• OALTERNATE CLOSURE DETAIL M SCALE NOTE: EITHER CONDITION MAY BE TYPICAL FORE DEBRSIDE OP CORNER CLOSURE DETAIL SCALE 3° =r-0^ NAIFOF O FOR MANIAS ^ALA ALTERNATE CORNER CLOSURE DETAIL TABLE I. MAXIMUM ALLOWABLE SPAN SCHEDULE NEMEG. DESIGN LOAD (PM TEPEE ALL MOUNTING =mom O ©© (FT -IM TYPE DETAIL F ODEF WI . le ANGLE REQUIRED ago. (FT-00 DETAIL C ANGLE REgimp 3-3/4' MAX B.O. (Fr-El) TYPED ma O 93/18' MAX EA. (Fr-1* 32.0 13.1 12 -4 13.1 12 -7 38.0 13.1 11 -0 13.1 11.2 40.0 12 -11 10.8 12 -5 10 -11 48.0 12 -4 9-9 10.4 10.0 52.0 12 -1 9-4 9-7 9 -7 56.0 11.11 9-0 9.0 9 -3 2-1/8 11.7 8 -7 8-7 8 -10 11= 8-6 8.6 8.8 6&8 X0-11 8.3 8-3 8 -5 675 10 -9 8 -3 8-3 8-5 711 10 -3 8 -0 8.0 8 -2 75.0 9 -8 7.8 7-8 8 -0 8L4 8 -11 7-0 7-0 7-4 868 8 -5 6 -7 6-7 6.10 914 8.0 6-3 6.3 6.6 1008 7-3 5.9 5-9 6 -0 110.0 6 -7 5-2 5-2 5.5 120.0 6 -1 4-9 4.9 5 -0 130.0 5.7 4 -5 4-5 4.7 140.0 5 -2 4 -1 4.1 4.3 100.0 4 -10 3.10 3-10 4-0 100.0 4-6 3 -7 3-7 3 -9 170.0 4 -3 3 -4 3-4 3.6 6006: L REFEREIPZE APPROPRIATEOJWMN 171 TABLE 1 EASED ON MOUNTING CONDIION IN REI D. 2. FOR DESIGN LOADS EETWEEN TABULATED YAMS, USE NEXT FRGHERI AD ORL 1FAIWTERPOIATIN MAY BE USEO TO DETERMIIEAUIOWA3E SPANS. 1 ENIERTFE.E 1WITH 860AOYE DESIGN LOAD 10 DETERMINE MAX SHUTTER SPAN. 4. ENTERTAB.EIWITH PO63TIYEDES IGNLOAD TO 80/057005 MD/DARTER SWARAITON FROM GLASS. � GLASS SHUTTER A95 OUULLE 0.062° MEM RECESSED SILL OR 6063- AWM. P • • • • • •• • • • lI4' MAX 1 -1/4° .4..1, STRUCTURE - I4QJ.3,000PSICON1REfE FASTENER(0r ace • • • ASTW@lIi • • • • • • AWPTA3LE • • • • • • TABLE 2 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) MINIMUM SEPARATION SEPN POEM DESIGN ACTUAL SPAN (FT FROM FOR INSTALLATIONS LEES THAN OR FROM A6 FOR INSFAI]ATIONS (P57) ABOVE GRADE GRADE (INCHES) (INO4ES) 5.0 2-7/8 1 -1/2 7.0 2 -7/8 13/8 30.0 8.0 2.7/8 1-5/8 11 -0 3 2-1/8 13 -1 3.3/4 2-3/4 5 -0 2-7/8 1 -I/2 7.0 2 -7/8 1-5/8 40.0 8.0 2-7/8 1-5/8 11 -0 3 2-1/4 12 -11 3314 3 5 -0 2 -7/8 1-1/2 7.0 2-7/8 1-5/8 510 8.0 2-7/9 1.3/4 11.0 3 2 -1/2 12 -2 3-3/4 3 5.0 2-7/8 1 -1/2 7 -0 2-7/8 13/8 60.0 8 -0 2-7/8 1.3(4 11.5 3 1-3/4 11.8 3-3/4 3 5 -0 2-7/8 11/2 7.0 2 7/8 1-5/8 -70,0 8 -0 2-7/8 1 -7/8 9-6 2-1/1 p 2-5/8 2-7/8 1-1/2 7.0 2-7/8 1-3/4 80.0 8.I 2.7/B 1 -7/8 11.0 3-1/8 3-1/8 12 -1 4 4 5 -0 2-7/8 1 -1/2 7.0 2-7/8 1-3/4 90.0 8.0 2-7/8 2 11 -0 3-3/8 3-3/8 11 -6 3-7/8 4 • • • • 5-0 2.7/8 1-1/2 • • • 7"e 2 -7/8 1-3/4 ••990.0 • 8.0 2-7/8 2 • • • • •• • 9.0 3 2.314 10.3 3 3 OALT. FLOOR MOUATAII% • • • • • • • • • • • • • ••• ••• • riteatter RENEW= dCeds Plo 0 03 W J 0 BUR i 8 B 0 53 0 0 0 0 • AS NOTED dram by 09/14/2005 08-151 sheet 5 of 7 C:\ Work),Kneze44tl1\ AssodaUons\ H1- Tedl \GcW_COasl,\08- 1s1%R0-sub 08-15105.dwg, 4/9/20083.35:13 PM, 11 x 17,1:1, NEDLapat'ste.00m ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR SCHEDULE FOR CONCRETE MAXIMUM FASTENER SWUNG MOMS) READ FOR V3101068 0E510 WADS AND SPARS ANCHOR TYPEESDTD)44UM CONCRETE REQUIREMENTS 10An 09 PS.F. MAX MIN. r EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO 5-8 (BEE NOTE 1) SPANS UP TO 8-0° (EE NOM 1) SPANS UP TO 9-0° (SEE NOT82 SPAS WE 15.1° (SWIM 1) SPANS UP TO s-8° (SEE NOT81) SPANS UP TO 84M (SEE 850181) SPANS UP TO 9'-0° (SEE NOTE I) SPANS UPTO 13•1* (5EE NOTE 1) (a NOTE 1) a AOU18:555TYPE (BEE s NO23) C3 CR a a (78510T= (P Q NOM C1 TYPE 3) 01 a s COMMON (SEE 12 NOTE a 1114 3) C4 a CONNIi5597)P5 (6EE 1:0 a WTI s 3) Cl a a COMMON (5EE a W0783) a ME 04 a a 555555557)8 (6EE c2 NOTE a 3) C4 a a MAMMON (SEE Q NOM a TYPE 3) C4 C5 a CONNE (5EI a D:15DPP NOTES) a C4 a : ! )IIIIIVNI1111111111111111VV257. TM'60NTM®4T0 i- )78U1affi 3l16r (1m11,1w e.610021:2&48) 45.0 12 12 12 12 7 12 2 12 8 5 12 12 12 7 4 15 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 I2 12 u 9 6 12 12 6 4 11 q 10 33 8 qM�� 12 12 12 11 7 12 12 12 12 10 12 7 3 3 ''� U is Q 10 5 i 12 ©4 1!1R22 rip 5 5 QQi 3 0 a 8 (ea �4 p��� 12 12 12 9 5 11 6 6 00 SO 4 4 5 19 3 5 3 5 5 3 5 4 8 Elk\ 4 6© 4\ 11 6 6 6© 9 3 3 5 9 ©3 5 3 0 3 3 5 3 S 3 4 q`\ 8 3 `, 4 8 4 8 3 4 9 3 3 5 3 9 3 3 5 8 3 3 5 3 9 3 3 5 3 1)1■I 61p-816YSTQAS 251302411892338 441113,080 PS1 12 12 i 12 12 12 9 12 8 6 12 9 9 5 12 12 12 12 12 12 12 12 12 12 12 12 12 9 12 11 D 9 6 12 12 10 12 11 7 l2 6 4 12 5 4 4 12 12 12 12 11 12 12 12 12 ! 12 12 12 IO 7 12 6 6 7 5 812 12 © 9 ©H 8 5 4 12 5 4 12 6 6 B 3 12 4 3 12 12 12 ©8 12 12 11 9 6 12 8 8 8 5 12 6 7 5 11 4 4 3 12 5 3 12 ©1 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 g 6 7 5 12 5 4 4 3 12 5 4 12 5 H 4 3 12 5 4 4 6 6 7 5 6 5 12 6 6 7 5 12 a �� s E 12 12 12 12 12 12 10 8 6 5 12 10 12 10 12 1D 12 9 12 7 8 6 5 4 8 4 \ ���4 4 3 912 '���� a, 12 12 12 © 12 12 12 10 7 6 BB 12 12 12 5 12 12 12 8 4 9 > sew 90.259 81 ->� Mum. - •,,� ,∎ 73.. L 11 6 R. R R\R� 4 7 � 4 f 3 ]2 12 ]2 7 4 �� S 4 10 8 8 9 6 4 3 7 7 \ 4 4 4 kli US.O 8 4 4 4 4 3 6 3 �iL� 3 9 4 ��\ 7 .� 4 7 \ \\ 170.0 (k �4\ 3 �\ \�pp\����� Mks. \` 3 a 6 a ���� k• a, 3 �\\� E. 6 p���\� , ,V \�l' 3 a 7 �5����4��5 as,,MII0I �3\ 7 p��� 1 \\ 4 el 7 ,.1 \\�\\ 4 �y \v 7 UMC 8 8 \N 5 y * i , " ":. pre Ern mAuf PuWE7 rewl 14M695Umow 611425281010 0' . esxcrapamlq 45.0 12 12 12 12 11 12 12 12 12 12 12 12 11 6 12 8 7 7 4 12 12 12 12 .N 12 12 12 12 12 12 ©12 7 12 57.0 12 12 42 12 5 12 12 12 9 • 12 12 12 8 e U. 4 1111 3 12 12 12 12 9 12 12 12 12 12 12 10 6 12 4 4 730 12 12 12 10 6 12 8 8 7 12 5 5 6 11 4 3 12 12 12 12 7 12 8 8 12 6 5 7 4 12 4 4 105.0 12 7 7 U 4 4 6 3 11 4 3 11 4 4 6 3 12 8 8 5 12 4 7 4 12 4 4 7 4 12 111111 170.011 6 3 ll 4 4 6 11 4 4 6 3 6 3 12 4 4 7 4 4 7 4 12 4 4 7 4 4 7 i� i•e• NUL535PacammOl6) �u4n +c> °`i talsERM W1.84'":u 45A 12 12 11 12 32 12 12 H 12 12 12 11 7 7 4 12 12 12 12 12 12 12 9 12 12 12 12 8 go 10 9 STA 73.0 12 12 72 12 12 © M 12 12 8 12 8 9 7 4 12 12 12 6 12 5 8 6 5 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 4 6 3 12 12 12 2 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 4 12 4 4 6 3 12 4 4 4 4 6 3 ©10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 ©O 5 74 4 12 4 4 12 4 4 6 3 12 4 4 6 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 126 O0/P.S.•5P8LC9NtRI71) 12 12 12 12 12 12 12 7 12 12 12 11 : 8 7 4 12 53 22 12 12 12 12 12 9 12 12 12 12 8 12 1 0 10 9 6 tit7t 12 12 12 : 12 12 12 9 6 12 12 12 8 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 12 12 12 10 6 12 8 8 7 4 2 6 5 1311 4 4 6 3 12 ©12 12 8 12 11 10 9 6 2 © ©8 5 12 d ©N 5 7 4 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 170E 12 4 4 6 3 12 4 4 5 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FOR WOOD MAl®RDTFASTEI6BRBPACBTB (11831B)REQUIRED1011.101111088 D IGN LOADS AND SPANS ANCHOR TYPE WAD 017 PS.E MAX (SEE IpID 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO s$ (5181631E 1) SPANS UP TO 8-0° pa NOM I) SPANSUPT) 84F (5211NOT1 1) CCRECI®IT(PE (2111058 3) C1 a a C4 a coutec( I17DE (SEE 8123) a a a C4 cs 07 8 58 0 9 51 (10880)563) aaawc4 .e SPANS UPT% 13'•1' • (8E6 NON 1) • 0610161587)58 • C1 G 1 C4 1S 1 MWOW PA1N1a06P8t9. TO ram 45.0 12 12 12 7 12 12 12 6 12 12 12 12 9 3 3 570 12 12 12 7 5 12 12 12 12 12 zuzazizmpizawir 3 ;\� 105.6 12 u 9 5 6 4 3 3 3 12 1a 5 5 4 4 3 12 12 12 6 4 4 4 3 3 3 3 12 12 12 4 • CAPAN Oeze6dl \ HI-Tech Gold mat\08- 151)ROsubiO&151- 06.dw0, 4/9125583:34:35 PM, 11 x 17,1:1, M arate.mn 3i ••• • • • • • •• • • • • • ••• •• • • .SEE4PAGE 'FOR mac* NOTES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • PRODUCE RENEWED A1'•pt0O O Z •Q; um. 0 °"V 0 N e U AS NOTD 1 dram A87 09/14/2005 Pt.". 08-151 00• • • • • •0• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •0 • • • •0 •• 14 0 0 • • • •0• • • shet 6 d7 ANCHOR SCHEDULE FOR HOLLOW CONCRETE BLOCK MAILNMUM PAST660RSPACE= (WOES) REQU RED FOR VARIOUS DESIGN LOAM ANDSPANS ANCHOR TYPE MIN Y EDGE DISTANCE MIN. 3° EDGE DISTANCE (1) SPANS UM SPAN5UPTO MS UM SPA N5 LIP TO SPANS UP TO SPANS IEIO SPANS(PTO 857.3 PTO PS.F. 511 741° 7-0° I3° -P 54° 8,17 7-0' lid° MAIL (SEE NOTE 1) (SMOTE 1) (8EEND1E1) (MEEN0591) (688901@1) (50910181) (588 NOTE1) (SE!Nunn) (6EE OM= TYPE 095 U081YPE CONNE.TONTYPE CONNMION 1311E 00911X03147YPE OM= TWE COMM TYPE .TIOVTYPE 8016 (55890183) (SEE NOTE 3) one nore 3) (588530383) (888o2183) (5EEN03E3) (6EE90183) (88850183) 1) CI C2 C3 C4 C5 Cl C2 C3 I C4 CS Cl C2 C3 C4 Ci C1 Q C3 01 C5 CI 2 C3 C4 C5 a C2 C3 O1 6 Cl C2 C3 C4 I C5 CI ❑ C3 C4 C5 450 12 12 12 7 4 9 9 9 5 333 8 8 8 4 " 5 3 3 3 �� 12 12 12 8 S 14 0 0 6 3 9 9 9 5 \\\\�33 6 3 3 3 . 0 Q 10 5 U©©m�\ 6 5 ©© \11!,1 ' 11 11 11 6 4 8 0Q ©©fl0\11©\ \cu. • `��AYY \���\��©QJ ®�;Q ���. � \�La : \'N�h� \�OU.� \���ppV 8 6 8 5 3 6 3 © \� © \�l` ©\ � \Q© 105.0 5 �p���\ ©�Q�\pV �\ �.k� \o 055�� \ ����, 0 \\� � \\� 8 3 3 3 5 \�\©. 170.0 4 \\\�l'�\�. ,ECI, N\ ,MMER0 \\�2\\\\�2`�.. �1\ llEW : 'C��\ \ \ "©. ©\N \\© \1© `11:111M 570 12 ]2 ®889 9 9 4 \0.11H®H91.R. .N . 52 12 12 9 5 11 e®eeeBSEI UHU 73,0 0 0 3 3 SS ���� �\ 12 12 12 1 9 �1 �� IOSA 7 3 ®� \ \` \� \8\ \�� \ \\ ®. C, \ 8 4 4 5 3 7 \ \ \ \`���1'B \ \ \\ ���\ \® 1743 5 \ \ \\���ai©O\�`il zo\l ELNo O\`�1\�l'©mit \I E •NBil.V�O. N \S1, ,IL`OELv©.\�i1�'\ ��\\�l 12 12 12 9 5 9 A.0 9 6 6 6 4 PlIqQ41E494 0 0 10 7 4 7 73 45.0 12 , 5 3` \� 3 .1 �� 1 8 8 5 3 6 II� O\ \\ \ \ \I il\ \�. 1. � 1050 5 ; � ©f\'0 ��\��I���y.�� "\`\�:u\ e \a�\��` \,T�,\ \ &�� 5\33 33 UEi�a \p��.\\ &Ell . U\\�©.. '1310\�©\�� 1700 4 E\\\O�MDa��`\�� \�1\�Q��6.�\�1� \,EI\>�'.�iN�\�1i1�0\ ii���il��\N©\l, u1. m O0. \ \\©\\\ 450 12 12 12 10 6 45 ®]2 12 32 IO 6 _ 12 A0 12 ©©e 0 0 10 5 3 118e\\\pe,I ® 12 12 12 8 5 0 aeeeeeee1111tR�e , 730 11 44 .\4 3 �\�j\ U©NIEWIELV 6 4 8 1L\NU©\©CINM "� \' 1050 6 ���\\�CIti\\ �\ ��\ Q \� \ \Yi�b011\�Q\©:����0����\\O©\h f\'U \�., 'EI \CINEE \\ \\','� \���©,�E 1740 6 \\q S.© f.\\\\ \00s.` ..1EI �l`0\ \`��©M�M1� \U \\�➢:©\, 0.\U,��`n©m0\1o�\Q��ii\\1`. 730 O O ��� 3 q \\ n 12 n 12 n 7I 4 8 5 EEE63.Plug 9 1050 7 L\ ©L����,\�a�,..�p� ;�p�er��1�.1 \�\. k &. ©� 8 4 4 5 3 7 \ ®\ \�� \� ©��, \\�� 170.0 5 E \M©N ©\u \C\hl\ ©\\\1\\r ©\\ EINMEI� \'0 ���\ IL MI:10111M\ 0s\\ 57.0 12 73.0 0 1 3 4 I2 12 12 05.0 7 Mae �\`@�\\��`�ii��\,�,©E\ © \p�\��©���.�\'4r` ©\\\\�, 88 444 4 5 l. \0 �\��©. U \ \�'El . \\ `f\' Ull011111110110 8 8 8 0 81110, 1/0011WTAP03110 lx 1/4'010003 CA100 &1 SDa 1P1WR 90101 1%4°9 P018AS uW/1 19 104.1303110r 11T 1- 0A9l APN, R1147DWHIN 500/17N NU1 3 32 14 3 12 10 12 8 0 6 3 ]2 32 l4 1700 5 ANO121101E• L SPANS 1WU186HOWN MEREAR8 FOR DEFBRIUIONBANcHORsMclNG 1.11401) 11NN!SNOW/ INTAKE 1, AGES. ECEICLMDSMUSF9 2. EH1EIt ANCHOR SCHEDULE BASED ON THE ISOST84G STRICTURE ` ANG ONEGATIVE LION O4 SERN7 1GNW00SELECT GREATER WAN OR KCAL 10512/1211 SPAN. 3. EI SONG09TRUCTUREIMYBE HOLLOW BOCK OR WOOD ANCHOR lG ST AND APPROMMTE ONMPEE SECTION DEMOS FOl10101FSATION OF CONNECTION ME. 4. A n I9! ALI 013 ACCORDS/LEMON N INUFM.TURES' 5. 1402481 E8IM MENT AND EOM DISTANCE IODIDES WALL FINISH OR SN00. 6. WHERE F)ISOV�NSE5y117ry1CCA�IURE15 W00D WDODF' WAM�Sp� ITIOdS FASTENERS WM ROD NOT PLyx=. 1117310210 PLW A�TABrEONLY G1 W UUNezeNCh L5502003nsWI- TectWo u 11 z _Coast108- 151 \RO- s1bV18- 151.07.05553, 4/W2D0B 3:33:41 PM, 11 x 17,1:1, Dot ate.mm aN 7. WHERE TUD VAIL ECOICISTANCE q�, pNS� . .gnu. N P*N 0.0 gOtGROVER C08801. yi;5gR45•UELINVE :45(3149• • 00•x�/(22° • • • • • 6 MADONES SWy6r0E.1 .LY T �( �.WAII'U.O.. 9. D6Dg(ATS ANCHOR 03NDMONSWHICH ARE NOTACCUMB.E USES. 0. ' IR WAVERED N5901OV %COE • EIANCHORS 11. � 161591I54331 6:54596095 5663143455D g°63e5 93(41) 903 90°3 • ••• ••• • PRODUMENEWED as complying Thddhig Code the a0teNo0 D S:o Zel.? 0 S 4 8 8 v , I.D. # 20080402055. s aak U dzalon AS NO1E0 ARV f0 aV a 09/14/2005 0� m 08 -151 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • cs 7Dr7 BUILDING CODE COMPLIANCE OrrICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Transparent Protection Systems, Inc. 6643 42nd Terrace North West Palm Beach, FL 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). • • • • • • • •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ProdseP; ptrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CAM Ytserve the right to have this product or material tested for quality assurance purposes. If this product or maters&fails to pec'form in • the accepted manner, the manufacturer will incur the expense of such testing and the N .nay inimedirately • revoke, modify, or suspend the use of such product or material within their jurisdiction. ,3Q resery :.t 1e right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Disiisituthat this ppg4ect 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 High'elocity %wane • Zone of the Florida Building Code. •.. • • • • •. DESCRIPTION: Clear Polycarbonate Storm Panel Shutter •••• APPROVAL DOCUMENT: Drawing No. 04 -342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 00- 0524.14 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E. 0.1/02. /2001 NOA No 04- 0413.03 Expiration Date: 07/19/2009 Approval Date: 09 /02/2004 Page 1 Transparent Protection Systems, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 00- 0524.14 A. DRAWINGS 1. Drawing No. 00 -246, titled " Clear Polycarbonate Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 14, 2000, last revision #1 dated June 7, 2001, sheets 1 through 3 of 3, signed and sealed by V. J. Knezevich, P.E. B. TESTS • •••• • • •••• • .• •• • .•• • cr 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Tesz,d Uniforht Static Air Pressure Test of Clear Polycarbonate Storm Panels, piapced by • Construction Testing Corporation, Report No. 00 -045 dated Octgber 81, 200P: • signed and sealed by Yamil G. Kuri, P.E. •••• • • • • 2. Report on panel thickness of Clear Polycarbonate Storm Panel, p refored by • • • • • • Construction Testing Corporation, dated April 9, 2001, signed bx j.eiirge Dotzlet. 3. Test report on Self Ignition Temperature, Rate of Burn, and Smoke 11er�ssity Tv*. • • of Clear Polycarbonate Storm Panels, prepared by ETC Laboratyrie,s, Inc., • • • • Report No. ETC -01- 753 - 10724.0 dated June 13, 2001, signed and'sreah d by :•"• • Joseph L. Doldan, P.E. 4. Draft Test Report on 900 hours of the 4500 hours exposure of the Accelerated weathering of Clear Polycarbonate Storm Panels, prepared by PRI Asphalt Technologies, Notification No. PRI01041, dated June 13, 2001, by Don Portfolio. C. CALCULATIONS 1. Anchor analysis and shutter calculation, dated December 14, 2000, Pages 1 through 38, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATION 1. Letter from GE Plastics, signed by Mr. Doug Hamilton, dated April 30, 2001, with comparable data between Lexan Sheet 9034 and Lexan resin 103. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 04 -342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E. Helmy A. Mahar, P. E. Product Control Examiner NOA No 04- 0413.03 Expiration Date: 07/19/2009 Approval Date: 09 /02/2004 E -1 • • • • • • • • • Transparent Protection Systems, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. Anchor calculations dated June 30, 2004, 20 pages, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. • • •' • • •.•. • • • • • • D. QUALITY ASSURANCE • 1. By Miami -Dade County Building Code Compliance Office. • • • • E. MATERIAL CERTIFICATIONS •••• 1. None. • •••••° •••• E -2 • • • • • • • • • •••• • • •••• • • • • • •. • • • • • • • • Helmy A. Makar, P. E. Product Control Examiner NOA No 04-0413.03 Expiration Date: 07/19/2009 Approval Date: 09 /02/2004 K1. =104' I ALL FLAT) FACES : 12.00" COVERAGE LABEL 1.75" LOCATION TYP.f t =.093" MIN. TYP.) J.00 , GONALS 0 N rt a .104" MIN. (_TYP.) ALL FLAT FACES 13.00" COVERAGE 6.00" COVERAGE J00. 2.00" ,I, ALL DIAL NALS.00, 15.41" OSTORM PANEL SCALE: 3" - 1' - 0" C I /1° IN. (TYP. N FACES LAT / F .093 _/ t =.093" 00 MIN. (TYP.) ALL DIAGONALS GENERAL NOTES; t THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA BY CODEI(FBC), THE HIGH VELOCITY HURRICANE ZONE IHVHZI. THE FLORIDA BUILDING 2. AN ALLOWABLE STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT EXCEPT FDR WOOD ANCHOR ANALYSIS WHEREIN A LOAD DURATION FACTOR (CD = 1.33) HAS BEEN USED PER THE PROVISIONS OF CHAPTER 16 OF THE FLORIDA BUILDING CODE (FBC) AND THE NATIONAL DESIGN STANDARD INDS) FOR WIND LOADS AND LOAD COMBINATIONS WITH WIND. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE•INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPRDVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED NOT DEVIATE IN EICONTRACTOR RVMATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MbDIFICATIONS OF ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUM NTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: .460" 250" .085" _ .050" 'F- t -.250 0 .880 " /� NJ MANIAC 3 ALLOY) \ 1.00" MIN. 2.00" MAX. .198" .125" 00" .374" 295" .387 ",I( )' 280 .145" N • .656" 093" TYP. 980' 2.00" .1 125 "r. .110" 00' 2.00 "�. 116061TeAWM.) .270' INTERMEDIATE IOPTIONAI OSUPPORT STRAP 02" BAR 6 KEYHOLE WASHER SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" VriSCALE : HALF SIZE .300" .624" .250"A41I .188" .310" 648" 4- 0 .096" MIN. TYP. .107" .081" 677' .249" 1/4 -20 .625" STUD x 3/4" @) 6" O.C. 093" TYP. .100 .260 OWASHERED WINGNUT BUILD -OUT F -TRACK °P' TRACK "B P TRACK (5/W) C -TRACK (PEE -mu SCALE : HALF SIZE OSCALE : HALF SIZE OSCALE: 3" = 1' - 0" 10 SCALE: 3" = 1' - 0" 11 V-YSCALE HALF SIZE (6053 ALUM.) 15 1/4" RIVNUT SCALE : HALF SIZE BEAM LENGTH = 5' - 1" MAX. A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY LICENSED ITION. SAID OR REGISTERED ARCHITECT, BE SUBMITTED DETAIL THIE PRODUCT ENGINEER EAPPROVAL. FOR AS A CONDITION TO THE BUILDING OFFICIAL B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND PLAN SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. VIEW E WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY, OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT ONE MARKI ER PANEL AND SHALLEBE PERMANENTLY LABELED & AS FOLLOWS: TRANSPARENT PROON WEST PAL FA SYSTEMS, INC. . M FLORIDA FLOL MIAMI -DADE COUNIYPRODUC'F CONTROL APPROVED 10. GALVANIZED SCREWS TILE S STEEL WITHHA CLEAR MU2024-T4 E E ALUMINUM ALLOY KSI. 11. THICKNESS AS INDICATED EXTRUDED ENTS (33, (23 & �R ALL EXTRUSIONS( SHALL BE 6063 -16 ALUMINUM ALLOY, U.O.N. 12. MATERIAL SPECIFICATIONS: ALL POLYCARBONATE PANELS SHALL BE FABRICATED �4 FROM 100% GE SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN NUMBER 103 -112 WHICH IS COMPARATIVE TO GE LEXAN POLYCARBONATE SHEET NUMBER 9034 AS APPROVED THERMOPLAS IC POLYMER TENSILE STRENGTH ACCEPTANCE 8 NUMB5.1 03- 0XUR.0 , STRENGTH Fby = 12,900 P.5.1., FLEXURAL MODULUS = 328,708,908 1.P.5.1., FLEXURAL 13. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH LORIDA NG CODE TA 22001, 2 AND 203. pG�ppp+202 MAX, POSMVE AK NEGATIVE DESIGN LOAD 72.0 P.S.F. 14. THE PERMIT HOLDER SHALL VERIFY T1-IE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 15. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 16. AT LEAST ONE PERMANENT WARNING LABEL PER PANEL SHALL BE PLACED WITHIN 12" OF THE LOWER LEFT CORNER OF EACH PANEL FOR ANY JOB PERMITTED USING THLS I- DAD E COUNTY PRODUCT APPROVAL. THIS LABEL SHALL READ AS LOWU0p,ATMUISRBORCINsoSin D AAAF E MEN7pALEEDMON 14 ®1ORO2 .0 insse 625 "0 TYPICAL TOP & BOTTOM n 0. �' ®•.13 0-6 TYPICAL ELEVATION FOR SECTIONS A, C & D SCALE: 1/2" = 1' - 0" ly Ixavammommea 2.750" MIN. X .081" 630" 0.0 .107" ,.750 "J, O1/4 -20 MACHINE SCREW 14 SCALE : HALF SIZE .100" BEAM LENGTH = 5' - 1" MAX. 060" .260 1.292" SEMI 12 C -TRACK (FINISH) \ZYSCALE : HALF SIZE •• • • •• • •• PRODUCE REVISED aec0mpfyh•EwRh 1h8E1I a AenCa 6 O' o EapIoedea : ..�Tidal -• •.' •O 61111111 ears 06/30/2004 • • J 4 FmHOES • aneMESAME EL-1 TYPICAL ELEVATION FOR SECTION B SCALE: 1/2" = 1' - 0" ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • wa'..a 04-u342 I sheet 1 of 3 _--- N .2 v �• • MAX.* 9 MAX. ^ MAX. '�I UNLIMITED O. N N N I N D " � _.... - -- - --\ 5' 13N a N • -.___ as N N 7 N • .7 c • a N a N • n 0. �' ®•.13 0-6 TYPICAL ELEVATION FOR SECTIONS A, C & D SCALE: 1/2" = 1' - 0" ly Ixavammommea 2.750" MIN. X .081" 630" 0.0 .107" ,.750 "J, O1/4 -20 MACHINE SCREW 14 SCALE : HALF SIZE .100" BEAM LENGTH = 5' - 1" MAX. 060" .260 1.292" SEMI 12 C -TRACK (FINISH) \ZYSCALE : HALF SIZE •• • • •• • •• PRODUCE REVISED aec0mpfyh•EwRh 1h8E1I a AenCa 6 O' o EapIoedea : ..�Tidal -• •.' •O 61111111 ears 06/30/2004 • • J 4 FmHOES • aneMESAME EL-1 TYPICAL ELEVATION FOR SECTION B SCALE: 1/2" = 1' - 0" ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • wa'..a 04-u342 I sheet 1 of 3 sheet 2 of 3 ) EXISTING CONCRE HOLLOW BLOCK WOOD FRAMING M4d c%ePks 2fe) -to 72 t11 EXISTING CONCRETE HOLLOW BLOCK DI WOOD FRAMING EXISTING CONCRETE' HOLLOW BLOCK OR WOOD FRAMING B OR C FOR A, =,CORD @ 12" O.C. A, B, OR D @ 12" O.C. 3/16 "0 ELCO 1'APCON @ 8" O.C. EXISTING CONCRETE OR HOLLOW BLOCK '-Z I- E —EXISTING GLAZING /2-3/4" MIN. SEPARATIO TO GLASS L EXISTING 0 I ai a EXISTING GLAZING GLAZING N E J 2 -3/4" MIN. E I SEPARATION J AS © W=7:,11 1/4" ALUM. ®VNUT AND MACHINE SCRE 6" O.C. (TYP.) 2 -3/4" MIN. i 11.2 -3/4" MIN r 0 ® 0 , f. '6 =i r 1/4" MAX. A,B,C ORD @ 12" O.C. N G .2 EXISTING CONCRETE HOLLOW FRAMING O� OBUILD -OUT MOUNT SECTION B SCALE: 3 "=1' -0" F may- D _ s :ioi:tr� �� BLOCK MIN. i " a CONCRETE MIN. EMBEDMENT WOOD_MIN. EMBEDMENT Shwm0""1umur_ B1.{\ \1l 010- /4"� ELCO TAPCON p /4 "W ELCD CRETE FL U.O.N. 1 -1/4" �,,,,,,, VIM= N / A A I I sr I %� �I B 1/4 "0 ALL POINTS SOLID -SET ANCHOR WITH 7/B" EMBED. STEEL MACHINE SCREW 7/8" 7/8" N / A * 1/4 "0 ELCO TEXTRON MALE/ FEMALE "PANELMATE" & 1/4 -20 MACHINE SCREW WITH NUT 1 -1/4" 1 -1/4" ��,,ggpppp I II:7 1 -7/8" llnt.nnlRnitl� R 1 -3/4" 1/4 "0 x MIN.2 -1/2" LONG W000 LAG oR RATA IIRUALAR TO GRAIN (G..55 MIN., U.O.N. N / A N / A 1 -3/4" "I 'r 11111.1ll11111i11111111111VIIII . D -1/2" MIN DOE GIS . ® WALL / FLOOR MOUNT SECTION 67. )WALL 3" 1' -0" HOLLOW BLOCK OR WOOD FRAMING A, B, C OR 0 @ 12" O.C. EXISTING CONCRETE WOOD FRAMING O!f OWALL MOUNT SECTION SCALE: 3" . 1' - 0" ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. STUCCO. EMBEDMENT OF FASTENERI SHALL ONLY INCLUDE THE THRIEADED PORTION. EDGE DISTANCE SI�LI.•BE•,S �OTE�ON OBA%IING ORKPECIFIED IN THIS NOTES. • • yp 3. CONDITFRAMI EXISTING MELD VERTp THgq S `ENt,RS NTOS4DEQUATE WOOD FRAMING MEMB•RS, pRIF'LP�LI•WO D.� 5�pp p `�R 4. WHERE ELCO FRAMINGEF *'ENER!I LL OCATED IN"CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 0 =0.5S OR GREATER DENSITY. 5. MACHINE SCREWS SHALL HAVE MIN. OF 1/2" ENGAGEMENT F THREADS IN BASE ANCHOR '_' SH4L HAVE JSWAFEI•HEAO (SIDE AL�( LT), UU O.N. • 6.* DESIGNATES ��l��� "yyyCHOQSVHICH•4R • ROMOVABLE B'PRE IO2(ING MACHINE SCREW= OI;W4SHaRER WINGNU(. • s• • 7. ALL CLEAR POLY ARRON10.TIIPANELE TO BL•MOUNTED •c &X1TkiSTONS @ 6" OR 6 -1/2" Ca • • • • • 1/4" MAX,. PRODUC2REVISRD ocomplyingelth UIePTe1Wa OnklIngeede Ateeplwee No Date N .03 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • J 5 0 s ill 3 `e s °a" 06/30/2004 •catAs s yeno ?far.vn by ym aA•tyn by 1l JI•n. 1.a by] Vx vac 04-342 0 VER AFB, C OR D 2 -1/2" O.C. END OF TUBE (SEE EL -1 FOR THE REST OF ANCHORS) EXISTING CONCRETE HOLLOW BLOCK OR W.O. F NG EXISTING GLAZING XISTING WALL BEYOND f, FOR n 6" O.C. TYP. "I FOR F} 6 -1/2" O.C. TYP. FASTENER A, B, C OR 0 go 2 -1/2" 0.C.0 END OP TUBE (SEE EL -1 FOR THE REST OF ANCHORS) EXISTING CONCRETE HOLLOW BLOCK 0 WOOD FRAMING COX NN(E)CTED TO 8. CI$ TYP D BY O FOR � 6" O.C. TYP. FOR ? 6-1/2" O.C. TYP.. A. B, C OR D @3 2 -1/2" O.C. @ END OF TUBE OF ANCHORS)THE REST EXISTING BLOCK OR OO. F IN EXISTING GLAZING FORA) 6" O.C. TYP. FOR 6 -1/2" O.C. TYP. A, FB( �(C OR D(� 2 -1/2" O.C. IESL END OF TUBE (S ANCHORS) FOR THE REST OF EXISTING BLOCK OR WOOD FRAMIN CONNECTED TO &I4 YPDBY FOR BEAM LENGTH = 5' - 1" MAX. OPLAN VIEW FOR SECTION B SCALE, 3 " =1' -0" * Balk ALL INSTALLATIONS MUST PROVIDE FULL PANELS OR HALF PANELS AT OPENINGS TO ENSURE THAT ASSEMBLY CLOSURE (5) HAS POSITIVE CON ECT NS AS SHOWN IN ABOVE PLAN VIEW DETAILS E 8. �F . •• • • • • • • ••• • • • • • • 12" O.C. MAX. (TYP.) (FASTENER A, B, C, OR DI • • •• • • ••• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • it • • • • • • ••• ••• • PRODUCP13EWSED g wi hdmFEREIR AcceptnnoeNol —0 3.0?9 I L✓ Division ~'r. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • V,j Knezevich 0 a A.. 06/30/2004 .AN. ne waTeo (inavn by L MC+ 1tl..ign by X00 cn.eMea nyj Gt.vb, no. 04-3g 42 ( sheet 3 of 3 1