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WS-10-130211410 —'Q1N ANSrr,Wd. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) P.. . J/UpSA Phone # �.3 O$ €97. 56 Owner's Address o2 6 2 Ai £ 99 7-44 City /4 /pt M'j J fivix.E State Tenant/Lessee Name Phone # Job Address (where the work is being done) e26 Z /U E 9 " STgE6/ City Miami Shores Village County Miami -Dade Zip / 3 FOLIO / PARCEL # //" 3 2e) — ®/3 4 /17 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Is Building Historically Designated YES NO Contractor's Company Name 4,fei' /Gs934/ 574 ea 7c /ld a Phone # 3$.2.4 —9309 Contractor's Address / 77449 ■U /V 7 1-14 A l.K S1 // 0 City MIAMI gM / tj S State F L Zip , ?•/4:, 9' Qualifier Name al A)n e2 d CAT ed a 7-- Phone # 3/ 4 7/ �'/ Li —2/ e 7 State Certificate or Registration No. a& C i5/3A. 7 St Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ #" - 4 / 50 Square / Linear Footage Of ork: Type of Work: [Addition ' DAlteration DNew Describe Work: Zip 3 /�.' 2 R 301EMIE l)r_ , ,,„ BY; LL11L oaaeea e.eee ea Permit 110.( P i 2 c Master Permit No. Repair/Replace ❑ Demolition ************* *** ******************** *** F * *�x�x•x **** ****�xs��x�x�x *�x� **** x�n�:�x�x�xa� *�xa��xa�� *** Submittal Fee $ _ 4 � Permit Fee $ (� J CCF $'lGl CC Notary $ 1i raining/Education Fee $ i ' Technology Fee $ • Scanning $12:120._ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ y Structural Review. $ Total Fee Now Due $1 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 Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 f () , byS® /Z4E M &ft , who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07 /10/07) As identification and who did take an oath. ®ct zz,0 // 67/6:70 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign: Print: My Commission Expires: Contractor The forego nstrument was, acknowledged before y � me this day of -w l , 20/!a , by 3®hgw) IC124 y10, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUPLIN . FIGUEREDO C 1' E ISSION 9110 26709 ocia/ **,x ********** ** * * * * ** ** * **** **. * * *** : ****** ***** ******: x************ **** ************* * ** * *** ****a:********* ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1- 3 24) 6 - D /. - q/ 7c) STATE OF FLORIDA: copy of the COUNTY OF MIAMI -DADE: ..`ri ;ru! r;r;d,n r; 09 d - ry J /o THE UNDERSIGNED hereby gives notice that improvements will be made 10 certain r ivi: ; r;: i r properly, and In accordance with Chapter713, Florida Statutes, the following InfonnatbnAvLiY Ru !N. �:L , �K o' in it and County Co is provided in this Notice of Commencement. oy r 1. Legal description of property and street/address: ES/-D 2. Description of improvement: „ AJ p -1 (t C,, ) t M pad clooi5 c (i) 3. Owner(s) name and address: _p iZ(E f( P FA) ®SA.. • dhP /06 9g s —r M i j #33/3$ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: A)//1-- 5. Surety: (Payment bond required by owner from .contractor, If any) .4.)// Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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) Print Owner's Name I kg, e 14. &p t) D SII Swom to and subscribe " r44 1 day of Notary Public Print Notary's Name My Commission expir ..: CFN 2131.0R04-'85860 OR Pik 27359 Ps 0372; (toe RECORDED 07/21/2010 09 :08:29' HARVEY RUVIH CLERK OF COURT MI AMI -DADE COUNTY? FLORIDA STATE OF FLORIDA, { OU T JY P to 1'7090 ar TrA 5TH /t® bAcb vs . 1t/ /A- This Instrumentprenared by Name: • - i v Address: 111111111111111111111111111111111111111111111 . H ESEN A Uw7WO 1 .c ICY COMMISSION # D[D7 709 EXPIRES October 21, 2131'4 ' Dtrateaseliwont SI-10 FL 3313 q eetrt dets S Scheduled Inspection Date: September 29, 2010 Inspector: Bruhn, Norman Owner: ESPINOSA, JORGE Job Address: 262 NE 98 Street Miami Shores, FL 33138 -2408 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Building Department Comments September 28, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 148676 Permit Number: WS -7 -10 -1302 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134170 Phone: (305)264 -0446 INSTALL 2 IMPACT DOORS 1 SHUTTER Passei Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 4 of 17 2009 2000 =MM. 147 1 00 ''' -.796 =MI 3198.904 197.1 ' =:3111111111111=Cal w=illi 534012 78,540 Miami-Dade My Home http://gisims2.miamidade.gov/myhome/propmap.asp 1 of 1 arWitiLivita&X, Show Me: Plop* kemnetri Search By: SeisctItern My Home V Text onj P__r_wen?iser Tax Estimator piwerty______iser Tax Comipar son Summary Debella: du No '1-3206-0 3-4 70 NE 98 ST DOLFO GOkEZ SW SARA MS MUD D RODRIGUEZ NE 98 ST MAN SHORES Property Information: 1000 SINGLE MALY Primary Zone: RESUME 0002 5111_TFAMLY- CLUC: DUPLEX Beds/Batts: Flows: Living Units: A4 Sq Footage: 2,057 Lot Size: 8,625 SO FT Year Suit 1941 IIASISHORES SEC 1 MI PEI 10-70 LOTS 5 & 81/2 0F6 611( 31 LOT r SPE 75000 X 115 Descripbor 20585-3527 08 2002 4 COC 23931-4227 09 2005 5 OR 23931-4227 0905 01 Assessment Infomiation: Taxable Value Information: Veer Taping Ando*: Region* 2009 APP Exempted Taut* Valuw 104344,012 Cow 1181344,012 Car 104344,012 School Board 15=344,012 Sale Information: 23931-4227 Sates which are dsquarded as a result of examinaeon af the deed 92005 50 Additional Sales View 138-2408 4r2 DeveiOpment Did= Redembpment Preto powerment Zone Zane Land Use Development Boundary Valorem Assessmerns 2008 /Wed ExemPlf= Taxa= Vette 501$475,540 505478540 101476.540 sonms4oi Additional Information: kck here to see more information for this ACTIVE TOOL SELECT Amid Pholcgraphy- 2009 My HOMO /Property Irtormetion I Property Taxes 1 mi Neighborhood I Prormtvrawaiser Horne 1 Using Our Site 1 Phone Directord Privacvj Disclaimer If you experience technical difficulties with the Progeny Infonottion application. or wish ax send us )our comments, questions or suggestions please email us at Webrrester. Web Site 02002 Komi-Dade County. AA rights reserved. Legend , Proterfy F Selected 01' Properly Street d iie Highway elianni-Dade County Vaster 9 wet E 7/6/2010 9:15 AM 4 ,r1911 111P11 .1111[Miff, fr/11111111111111111111111111111111111111111 4. .1 INTRAIIIMMIIIIII111111111111111111111111111111111111111 11 11111 1111 111 1 ° 1 j ►_ IIBIIIIRU1U iV r .r 1 111.■1.■111.,111■1■ ilrj1 �y1. iiiiii saiaia 11111■■II1UIISR lIIIIIIUIIIl II'IIuRiIi.i � •i■i■■■i■■ui r3IPM1119711!!.111111,1111111111111111111111111111,11111 ' 11111111111111111111111111111 .■.III■ ■■II■ ' •1 180. OS Tdmhene () O (GO NOTE 1: Method of opening are always skived fieni the outside. NOTE 2: Thrms null and void if contract not std within 30 days of date contract was —mow a Stpalume Purdtaser NSTALLATION CONTR 'T Date: 3 /10 Date Contract P 3 (10 Parchaser(s) t-4 ( 1 and :3 fSt i S OS Job Site Address 249 2 NE 9 �" AVa,,,; Ss'��►r�t 1z HOA (Yes MEW WS) Horhootal Slider (Pei) Flefteellindov (FD) French Door (SGD)Sildingeass Door DD 10% 40% 40% 10% DHOW Instalinnat one permit lastallment t Upon der' of Final payment _ alb n Purchaser Date Total OM CO Oa We leave read bath the front and the back of9as 'Work and amt the same on the terms and madams are bei a sport of and as stated above. N tevnses�e which =tuts AND S 'S Rstan. TO - Ibis isa►home sale, and if you do not want goods or serdces, yam may cancel this agreement by provieEng written notice to the seller in person, by tekgram or postmarked before midnight of the Ibird business day altar yen sign thls agmemeset. Ryas cancel thk agreement, the seller may not keep all or any part arcade down payment. Sew than /Me ve (45) days from the date .1 proposal to 'edam the terms and maned Each review is not acceptable fa Swimming Review Department. bribe e orcemellation hystile4 anydepe&mftbesdo�ed. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-71337, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT - AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUBCONTRACTOR, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR • • • • • • • •• • • • • . . • • • • •. .. •• • • • .. •• • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • ••• • • • • • .• ••• • • • • • • ... •• • • • . . • • • • •• • ••• • . •• • • • • • • • • • • .• ••• • • • • • • . .•• • • • • • • • • • • • • .• •• • • Front Door #1. 36x80 FL12059 44.41 -48.3 Egress #2. 32x32 05- 0713.03 46.5/ -50.4 1.0MCIEE7Miti 1.ui JUL 1 5x010 Allison and Jorge Espinosa 262 NE 98 Street Miami Shores, FL #3. 35x82 09- 0630.07 45.2/-49.2 Egress DO T Err '3j CT O „C, P..1Pl-!A ^iCE WITH ALL FEDERAL ._4s Mean Roo; Heigh? i • • •• • • • • i • • • fr1b"`iSiiregVf° (ft) 10 10 20 ' 20 25 30 35 40 45 50 15 45.2 • 4640 • 452, 44 43 • 43.1 42.7 42.3 41.9 41.6 -59.8 • 5(1' •-4g -49.3 - 47.6 47.1 - 46.6 - 46.2 - 45.9 -45.5 16 44.3 - " • -51 • .1 • 4549 • • .a • 05 4f7, 43.3 42.9 42.5 42.2 -57.5 • • : -0.; • 4.0 * -+�3 47.? - 47.3 - 46.8 - 46.5 -46.2 17 43.8 47.7 46.4 45.6 4.9 14 43.8 43.4 43.0 42.7 -56.1 -55.3 -51.7 -50.5 - 49.6 -48.9 - 48.3 - 47.9 -47.4 -47.1 -46.8 18 43.6 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -55.2 -54.5 -52.4 -51.1 - 50.2 -49.5 - 48.9 - 48.4 -48.0 -47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 20 49.4 -53.0 -51.7 -50.8 -50.1 - 49.5 - 49.0 -48.6 - 48.2 -47.9 20 -63.5 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 49.0 48.1 -53.5 -52.2 -51.3 -50.6 -50.0 -49.5 - 49.1 - 48.7 -48.4 22 -61.4 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 48.2 47.6 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 24 -60.3 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 47.9 47.5 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 -59.6 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 47.8 47.4 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -59.9 30 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -72.0 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 30 53.1 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -70.1 - 68.1 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 51.9 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -67.3 -66.0 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 34 51.3 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -65.7 - 64.7 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 51.0 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 - 64.6 -63.8 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 58.3 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 -78.0 -75.0 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 57.8 56.7 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -74.1 -72.4 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 56.8 56.1 -63.2 - 61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 -71.0 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 56.3 55.8 -64.4 -62.8 -61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -58.2 52 -70.1 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 56.1 55.7 -65.5 -63.9 -62.8 -61.9 -61.2 -60.6 -60.0 -59.6 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 - 60.5 -60.1 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 Mean Roof Height Tributary Area (q. ft) (ft) 10 15 20 25 30 35 40 45 50 15 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 - 65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 - 66.1 -63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 -64.8 -62.9 -61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 - 69.8 -67.1 -65.1 - 63.6 - 62.4 - 61.4 -60.4 -59.6 -58.9 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -70.9 -68.2 - 66.2 - 64.6 - 63.4 - 62.3 - 61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 - 69.2 -67.1 - 65.6 - 64.3 - 63.2 - 62.3 - 61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 -70.1 - 68.1 - 66.5 - 65.2 - 64.1 - 63.1 -62.3 -61.6 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 -67.3 -66.0 -64.9 - 64.0 - 63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 -68.1 -66.8 -65.7 - 64.7 - 63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 - 68.9 - 67.6 -66.5 - 65.5 - 64.6 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 - 69.7 - 68.3 - 67.2 - 66.2 - 65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -78.0 -75.0 -72.8 - 71.1 -69.7 - 68.5 - 67.5 - 66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 • • • ••• 2007 FI, JH:flM CODE WORSZ CASE ASILPIPIIESSillig CHART FOR COMPONENTS AND CLADDING per ASCE 7-05 FOR BUILDINGS WITH ME : _ ' . 1 HEIGHT OF 60 FEET OR LESS • • •• DrSIG.NoPliESEPRE B FOR IN RI011UNES ( "Zone 4 ") DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") General Notes 1 These tables are not valid as a site- specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 7 (954) 781-5708 fax ornmaPcses.com JOB SITE LOCATION: WIND SPEED = 146 MPH. EXPOSURE "C" These tables are valid for the following conditions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: II (General Residential and Commercial Construction). 3 Importance Factor: 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Bolding Consult an Engineer for any other conditions Jnstructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific amlysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. att.. P.E. # 50 Date: May 21, 2009 Emma T. Mellinger, P.E Florida Building Code Online FLORIDA OERARi MENT OF • . arnmun..0 ffairs h OFFICE OF THE SELLRETp �I COMMUNITY PLANNING r=) HOUSING & OOMMUNIri DEVELOPMENT :m EMERGENCY MANAGEMEN1 rocA' z5ala�D eL" KIS Home Lop In User Registratton Hot Topics I Submit S rdie I stets a Facts ; Pt tors 1 F'BC Sla , Ste Map 1 u • product Acoroval Menu > Product or Anatiratbn S®nfi FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/EmaII Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative 1 Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence References Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code h tip : / /www.floridabuilding.org/pr /pr app dtl.aspx?paranewGEVXQ... Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 ronoconnell@p1astproinc.com Vivian Wrigfrt ridcw@rwbldgconsultants.com Lyndon F. Schmidt, P.E. • • •• •• • • • • • • • • • • •• • Registered Architect or a Licensed Engineer ation Report - Hardcopy Received PE -43409 National Accreditation and Management Institute 12/31/2012 Ryan 1. King, P.E. Validation Cheddlst - Hardcopy Received F112059 RO COI CERT of INDEPENDENCE.pdf ASTM E1300 ASTM E1300 TAS 201, 202, 203 pct[ PAM • • • • • • • •• • • • • • • .••. • • • •• YSar 2002 2004 1994 • • ••• • • • • • • • • • • • • 1 of 3 7/1242010 7:54 PM �1. # ti Number Name Description • • • • •• • 12059.1 a. Fiberglass 1 '• • • • Up to a 3'0 x 611 Glazed °Iv?tg t I3berglass nie Door -• • 1 X - Outswing • • • Limits of Use Approved for use in Approved for use outside Impact Rest Yes Design Pressure: N/A r See INST 12059.1 a dditlonal use Iimitati produ culars. N.) HVHZ: Yes HVHZ Y - for + —, gn Pressure Ratings, • - = Nation instructions and = ASTM E1300 -02 utilized for Installation Instructions FL12059 RO II INST 12059.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.1.pdf Created by Independent Third Party: Yes areas inside the IIV ) 12059.2 b. Fiberglass Door Up to a 3'0 x 611 Glazed 'Impact" Fiberglass Single Door with a Sidelite - OX or XO - Outswing Limas of Use Approved for else in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 12059.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F112059 RO AE EVAL 12059.2.pdf Created by Independent Third Party: Yes 12059.3 c. Fiberglass Door Up to a 3'0 x 611 Glazed "Impact" Fiberglass Single Door with Sidelites - OXO - Outswing Units of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 12059.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.3.pdf Created by Independent Third Party: Yes 12059.4 d. Eberglass Door Up to a 61) x 611 gazed "Impact" Fiberglass Double Door - XX - Outswing Units of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 12059.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.4.pdf Created by Independent Third Party: Yes 12059.5 e. Fiberglass Door Up to a 61) x 61 Glazed Impact FlbergasAs Double Doer with Sidelites - OXXO - Outswing Units of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 12059.5 for Design Pressure Ratings, any additional use limitations, installation instructions and Installation Instructions FL12059 RO II INST 12059.5.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.5.Ddf Created by Independent Third Party: Yes Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app dtl.aspx?pa wGEVXQ... Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date 01/21/2009 02/02/2009 03/05/2009 04/07/2009 •• •• • • • • •• • • • • •• • ••• • • • • • • • •••• • • • • •• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • •• • • •• • 2 of 3 7/12/2010 7:54 PM Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app dtl.aspx?param- - wGEVXQ... product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) • • .. IC ICI Departnwlt of Community ABMs Rork& &Wag Code Onlne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2010 The State of Florida. All rights reserved. Pro duct Approval Aooepts • • • • • •• • • •••• • • • ••• • • •• •• • • •• ••• • • • •• • • • • • •• • • • • • ,,"�`�''" fISIMStAteMent I Copyright Statement I AccessilRy Statement 1 Ekda Software 1 Customs er er Surve I s snce�.yi• • i • • • • • •• • •• • • •• • • • • • • • • • • • • • • • • 3 of 3 7 /12/2010 7:54 PM Manufacturer: PF -1150 Sheet I of R W Building Consultants, 111C. Consulting and En • • fling Engineering Services for the Building Indu�ry • •• •• • • •••• PD. Box 230 Valrico. FL 33595 Phone 813.659.9197 Facsimile *15I9 • Florida Board of Professional Engineers Certificate of Authorization Np'9>1'l3 • • • Product Evaination Report Report No.: FL- 12059.1 Date: January 21, 2009 Product Category: Exterior Doors Product sub- category: Swinging Exterior Door Assemblies Product Name: Fiberglass Door Glazed — Impact - Outswing Plastpro Inc. / Nan Ya Plastics Corp. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone 440.969.9773 • • • . • • .. • • • • • • • •• • Scow: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc. / Nan Ya Plastics Corp. based on Rule Chapter No.913- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL- 12059.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (PE # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. PE # 43409 January 21, 2009 • • • •• • ••• • • • •• • • • • • • • • • • • •••• • • •• Limitations • • • • •••• 1. This product has been evaluated and meets the requirements for use within the State 441otida • • • • including the `High Velocity Hurricane Zone". • 2. Product Anchors shall be as listed and spaced as shown on details. Anchor emttpbase material shall be beyond wall dressing or stucco. 3. When used in the "High Velocity Hunric ane Zone" this product complies with Sectir 4fi2t. of the • 2007 Florida Building Code and does not require an impact resistant covering. • • . • • • 4. When used in areas outside of the "High Velocity Hurricane Zone" requiring Wind bStne bebri�' • • • Protection this product complies with Section 1609.1.2 of the 2007 Florida building Code and doe" not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as defined uh ASTM E1996-02. 5. For 2x stud filming construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 12059.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "High Velocity Hurricane Zone" S. See drawing FL- I2059.1 for Size Limitations and Design Pressure Rating. PF -1150 Sheet 2 of 3 •• •• Lyndon F. Schmidt, P.E. PE # 43409 January 21, 2009 • • • • • • • • • • •••• • • • . • • • • • • . • • • Supporting Documents •••• • • • . •••- . . A Drawing • • • • • • • • • 1. Drawing No. FL- 12059.1 prepared by R W Building Consultants, Inc. (Florida Board'6f: • • Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Ly1 %1bh•F. • Schmidt, P.E. • •••• • • ••• • •• B Tests Performed • • • • • • 1. Testing per TAS 201-94, TAS 202-94 and TAS 203 -94 as performed by Testing Evalnatiwii Haney. P.E. 3. Testing (Plastpro/Nan Ya poly fiber door jamb) per ASTM D2843 -99, ASTM D635 -98 and ASTM DI 929 -96( 2001) and ASTM D638-03 as performed by ETC Laboratories and reported in test report number ETC-07-209-19303.0, signed by Ben Meunier and test report number ETC -08 -209- 20609.0, signed by Gurjinder Dhami. 4. Plastics testing (Sohrtia Interlayer) in accordance with the "High Velocity Hurricane Zone" substantiated by issuanm of Miami-Dade Notice of Acceptance 08- 0206.01. C Calculations 1. Product anchoring is in accordance with manufacturer's published r conunendations as substantiated by tested specimens reported in test reports TEL -07- 0223 -1. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass Load Resistance Report ASTM El 300 prepared by Lyndon F. Scheidt, P.E. D Other 1. Certificate of Participation issued by Testing Evaluation Laboratories, certifying that Plastpro Inc. / Nan Ya Plastics Corp. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF - 1150 Sheet 3 of Lyndon F. Schmidt, P.E. PE # 43409 January 21, 2009 • • Laboratories and reported in test report number TEL- 07- 0223 -1, signed and sealed gy Iteadell W. • • • • • • • • • •• • •••• • • 2. Testing (Plastpro/Nan Ya fiberglass door skin) per ASTM 626 -95, ASTM D2843-99, ASTM • • • • D635 -98, ASTM D1929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC-05-255-16776.0, signed by Joseph L. Doldan, P.E. ASTM 6155 -04 is referenced in the Florida Building Code; ASTM G26-95 Method A is equivalent to ASTM G155-04 Cycle 1 and meets the intent and purpose of the Florida Building Code as attested to in evaluation report FL7241 -026 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM D2565 -00; the test conditions as reported in ETC-05-255-16776.0 and the calculation of the property retention index (PRI) meet the requirements of ASTM D2565 -00 as attested to in evaluation report FL7241 -G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, ASTM 0635 -98 is equivalent to ASTM D635-03 and meets the intent of the 2007 Florida Building Code. • • • • • • • • • • • • • • TABLE OF' CONTENTS �I��- DESCRIPTION - TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL. NOTES PANEL DETAILS & COMPONENTS HORIZONTAL & VERTICAL CROSS SECTIONS BUCK & FRAME ANCHORING I 5 BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS OVERALL FRAME DIM ENSI OVERALL D.L.O. DIMENSION GLASS ' TYPE DESIGN PRESSURE POSITIVE NEGATIVE /37.50" X 80.50" 20.50" X 82.50" 01 +50.0 • -50.1 NAN YA PLASTICS CORP. PLASTPRO INC. 9 P TREE HILL ROAD UVINGSTON, NSW JERSEY 07039 FIBERGLASS DOOR GLAZED - IMPACT - OUTSWING 0FN RAI N„ OTES 1, THIS PRODUCT MS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE STRUCTURAL REQUIREMENTS INCLUDING THE "HIGH VELOCITY HURRICANE ZONE ". 2, PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE "HIGH VELOCITY HURRICANE ZONE" THIS PRODUCT COMPLIES WITH SECTION 1628 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND -BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.2 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1986. 5. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 8. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. 71415 PRODUCT MEETS WATER INFILTRATION REQUIREMENTS FOR "HVHZ ". 37.50" MAX. 0.A. FRAME WIDTH X 0 0 • • • • • • • • • • • •• • • • • • • • • • • . ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• $ ' 1/21)09 BMA N.T.S. MIL FM AL li.112059.1 • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • .•• • • • • • • • • • • • • • •• •• 4.5" 35.75" MAX. PANEL WIDTH DOOR PANEL 000 (ii HORIZONTAL CROSS SECTION FIBERGLASS PANEL LACK BLOCK DETAIL TOP RAIL 0.079 "-1 r FIBERGLASS SKIN 0.089" THK. KEVLAR 0.010" THK. REINFORCEMENT O BOTTOM RAIL 1.200" r+- r+-- x}- 0.980" O HINGE & LATCH O HINGE & LATCH STILE STILE EDGE REINFORCEMENT •.. , . .do • .. ' . • • . . • •:• • • • •••• • .�. ••• • • . ;.. • •• • • • • • i���f _ .... ,,, „,,,, • • • FIBERGLASS* PANEL • • • 1 1 kast /09 m etta n4a Fc 92059.1 scom N.T.S. 0W. BY? AL LFS orA •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • 3 1 1 -1/4" MIN. EMB. (TYP.) - 1 C) 3 1 HORIZONTAL CROSS SECTION 0 HINGE JAMB -0-0—• MASONRY EDGE 1/4" MAX. r SHHIM SPACE m °co fi � � � I � © m 0 U 0 2 -1/2" MIN. FROM 2 -1/2" MIN. FROM MASONRY EDGE — •-. t ALEE O VERTICAL CROSS SECTION 3 SHO ETE CR . FO The B G 0 S 00 *IS V R 0 E D & JAMBS. NTA7IVE 1" MIN. FROM 1" MIN. FROM � MASONRY EDGE MASONRY EDGE —++ (Y'•) '•) O 3 VERTICAL CROSS SECTION ® HEAD 2 -1/2" MIN. FROM -+.-- MASONRY EDGE (rfP.) 0 •' • • • • • . .• t•• +.,•• •• •. • • •p • '" 2 -1/2" MIN. FROM -.1+ MASONRY EDGE . ®. •- • W.) • • • • • • • 8 VERIJCAT CRESS sea 114@25HOi, • • • • .•• • • •• - • • • • • • ••• } 1/21/09 z 1 scall N. T.S. awo. AL 0� LFS MOO NDa :412000.1 mkt r ,a ti r a ••• • • • • ••• • • • • • •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 1. 1 /4 " ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 2. 1/4" ELCO TAPCON ANCHORING 2X BUCK REQUIRE A MINIMUM 1" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT TAPCONS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. 2X BUCK MASONRY OPENING r • . i `"t. , Y1/2X BUCK INSTALLATION W 1 X BUCK INSTALLATION TYP. HEAD & ., JAMBS SEE NOTE 1 TYP. SEE NOTE 1 HINGE DETAIL 1X BUCK INSTALLATION 2X BUCK INSTALLATION HINGE LOCATIONS 1X BUCK INSTALLATION 1 T LATCH & DEADBOLT LOCATIONS - SGL DOOR ir„, • r • • • �r.� 2X BUCK .•4' ..i li INSTALLATION • • �iii T �ilf • ••• ••• • • • • • • • • • • •• • • • • • • • $TIKE PLAle DER • • • • • • e • • • • �s j H „ 1 a sum N. T.& 1.14. AL men LFS • FL•..12059.1 exesr 4. or ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 1 9 • • o p BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A YALE CIRRUS 100C PASSAGE L• K STEEL YALE CIRRUS 10CB PASSAGE LOCK STEEL KWIKSET TITAN PASSAGE LOCK x` 902 P SAGE LOCK STEEL ® YALE 820 DEADBOLT STEEL YALE 83 D 'BOLT STEEL KWIKSET TITAN DEADBOLT STEEL ICS" 200 • • BOLT kil EYAIWIEZIEr 4 MN PFH CONCRET SCREW 0 E IAL01,1,11 s Ma WOOD IEMIDZWISCET4 ` ELCO PFH CONCR SREW EL IIMINICIEZET K TTW PFH CONCRETE SREW STEEL MASONRY CONCRETE 1131111 2X BUCK WOOD El 1X BUCK WOOD N YLICE274 TTW TAPCON STEEL MI HINGE & LATCH STILE EDGE COMPOSITE HINGE & LAT H STILE - El FORCEM A WOOD 3 TOP RAIL COMPOSITE 0 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 8 DOOR SKIN 0.078' THK. PLATT PRO A Fy. 11,083 PSI .089" THK, FIBERGLASS & .010" THK. KEVLAR FG /KEVLAR Q 11 FOAM CORE POLYURETHANE WOOD JAMB FINGER — JOINT —PINE SO ® .4 OR BETTER 12 TRIM 13 WEATHERSTRIP FOAM 19 r'12 PFH WOOD SCREW E7L� mr10 X 3 4 PFH SCREW STEEL r'2 PFH WOOD SCR 26 LATCH STRIK PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL m 4 HINGE STEEL ® 34 ODL LITE FRAME ALUMINUM r'10 X 1 -3 4 P SCREW IIIJJ 36 GLAZING COM •UND REDI —SEAL BY OD POLYMER FOAM MERIC FOAM STRUCTURAL SILICONE DOW ;995 SILICONE 37 SCREW PLUG — 45 48 OUTSWING THRESHOLD BY DLP ALUM. A IL I:i I '3! rni1 PLASTPRO POLY FIBER G1 1 THK. INSU TED LAMINA a• GLASS INTERLAYER SAFLEX BY SOLUTIA 1 8" ANN. 0.090" PVB 1 8 ANN. — AIR — 1 8" TEMP. GLASS G1 GLAZING DETAIL 1 THK. INSULATED GLASS O OUTSWING THRESHOLD . ••• • • • • • • • • • • • •• • • OVERALL 1 /8 ANNEALED GLASS 0,090" PVB INTERLAYER SAFLEX BY SOLUTIA 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 4,582 .` . e i , = 48 POLY FIBER JAMS j 0 I • ••• • • • • • • • • • •• • • • • • •• • ••• • ••• m AL ow. LFS Q NAM N.7S 2059.1 ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 3 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75 Ave Miami, FL 33122 SCOPE: D MIAMI DDADE COUN�4,'IRIDA METRO -ADp, FLAGLEIPBSI.D1NG 140 WEST FLAMER STREET, StUITT 1107 MMAI 1,'PLORIDA 33198 -1563 (305) 379 • FAX (305)572-6339 • www.mland�aearev/bailieode • •. .. • • • • • •• • •• •• • • • • • This NOA is being issued under the applicable rules and regulations governing the tio„cif ' materials. The documentation submitted has been reviewed by County Product Coil.. 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 0 1 a •1 of the applicable building code. This product is Code, including 1. 1 DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by AI-F Vigor, P. E., bearing the Miami -Dade appro . as descnbed herein, and has been designed too comp the Florida Buil 'gh Velocity Hurricane Zone. N: Series "RD45" Aluminum Entrance Door w /wo Transom & SideIites - L.M L lit 1' 11'1 1 i1 110 ) APPROV sheets 1 signed and 1 !Revision stamp with the Notice of Acceptance num y e County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIM TATIONS: 1. Load bearing shim required. 2. Max 54?' shim allowed for instaiation in steel sum LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A *Spy 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 No. 08- 0613.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • NOA No 09- 0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page 1 • . . • • • • • • .. • • R. C. Aluminum Industries, Inc. . . . .. NOTICE OF ACCEPTANCE: EVIDENCE SUB1I •.•• . • • .••• • • • • • . A. DRAWINGS •••• - 1. Manufacturer's die drawings and sections. • • • • • • •• 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Doom etL) ", sheets • 1 • • • through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by.,AJJarooq Corporation, signed and sealed by Arshad Vigar, P. E. • • • . •• • •••• • • • • •••• B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). X154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL -4166, dated March 31, 2004, signed and sealed by Fdmundo Largaespada, P. E. (Subn iced under previous NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004/ 2007, prepared by Al- Farooq Corporation, dated May 29, 2008 and last revised on July 14,2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 • • • Jaime D. Gascon, .. E. Chien Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. • • • • • • • • •••• • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTTA •. • • • • • •••• • • • • E. MATERIAL CERTIFICATIONS • • • • • • • • 1. Notice of Acceptance No. 09- 8312.02 issued to E.I. DuPont DeNemdurs 8t Get, Inc. • for their "DuPont Butacite® PVB, Interlayer" dated 05!13 /04,•exp sing on 12111/10. • • F. STATEMENTS • • • • • • • 1. Statement letter of conformance, dated May 04, 2009, signed annealed • • • • • • y by Aa►�d Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigor, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vtgar, P. E. 4. Laboratory compliance letter for Test Report No. F 11 -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- -9613.0 7) 5. Laboratory compliance letter for Test Report No.'s FTL -4154, FTL --4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0688.03) G. OTHERS 1. Notice of Acceptance No. 08- 0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & S elites - L.M.L' , approved on 09/04/08 and expiring on 08/19/09. E -2 Jaime D. Gaston, l'. E. Chief, Product Control Division NOA No. 09-063007 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 4 1/2' MAX. HEAD /SILL HEAD/SILL CORNERS O CORNERS FRAME WIDTH 2 1/2' 2 1/2' 25 11/18' 25 11/18" D.L. GPO. 72' MAX. 1 SERIES RA4O ALUMINUM OUTSRING ENTRANCE KB SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (0/X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELRES SEE SHEET 3, LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM TFOS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAI. SHAD. 88 BEYOND WALL DRESSING OR STU000. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMI1AR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 4 1/2' MAX SURFACE APPUED FALSE !AUSTIN MAY 88 USED 39 3/8' MAX. SURFACE APPUED FALSE MUMS MAY 88 USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 81300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 75 3/8' MAX. ODDR OPNO. WIDTH ( • TV. Inn • • ••• • • • • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • 75 3/8' MAX. FRAME MOTH 89 3/8 D.L. 060. MAX. HEAD/SILL 1 © 4' MAX. HEOO/81LL CORNERS 25 11/16" 28 11/18 01. OP0. D.L GPO. 7t. mi.. • • • • • • • • 0000 . 040TH • • • (o /X•) • DESIGN LOAD CAPACITY - PRP SINGLE OR DOUBLE ENTRANCE DOORS 81TN DOOR 01458 TYPE 80079 -81 99776-9E *610117-4 'A' INCHES INCHES INDIES E%7.( +) /IN7.( -) E%7.(+ 83-3/8 89 -3/8 79-3/8 24 80 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 83-3/5 89-3/8 78-3/5 83 -3/8 89-3/8 75 -3/8 83-3/8 89-3/8 75 -3/8 24 43-5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -8/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 81 -5/8 91 -5/8 97 -5/8 80.0 80.0 80.0 80.0 55.0 80.0 80.0 800 5 .0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80� 10.0 50.0 80.0 80.0 80.0 50.0 80.0 8.0 80.0 801 80.0 80.0 50.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 00.0 80.0 80.0 80.0 80.0 80.0 800 801 801 50.0 80.0 80.0 80.0 801 800 80.0 80A 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 50.0 80.0 8043 80.0 SURFACE APPLIED FALSE MUN4845 MAY BE USED 39 3/5' 1.44%. FRAME W10711 33 3/8 0.1. OPO, 12 MAX. HEAD /SILL F I 1 8 81 (58001.6 00011 FIB a437M) • 71 + 1 -8/8' A07AE 25 3/4' DL CPO. 35 3/4' MA%, LEAF WON ( /X) i / 1- 4 MA%. HEADSSL CORNERS on A to i SURFACE APPLIED FALSE WORM MAY RE USED Evan AR5MAD ROAR CNA AA. Pt 5903 • • . . •• • • • • • MAY 0 8 2009 ••• • • • • • • • • • • • • • • • • • • •• • •• ••• • • • • • • ••• • • • • • • • • • • • • • • • • •• • •• • • •• • • DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELRE WAIN I T , /V 1 RICHES •5O ra AA 16 .1.69/116 316611 _. - .- -. .8 /6 16 II II '1 II II 80.0 a 81 -3/8 n / II z / 5.0 \ \ \ \ is \ // i, / / L 1 1 1 l 1 1 'WD - TO o- me"sn:w® ee- a 11 4 ae< I 1 u It II / \ - fl / it _ f II I 17� I \ \ 1 I i t: _ -- / ` \ \ 890 -1RYF \ / / / / / / 11 (NAME AG11VE 80.0 �_ 800 DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELRE WAIN I T , 'A' & '8' RICHES •5O ra 11 _. - .- -. .8 /6 16 II = =_ : `' -- n i i 80.0 II 81 -3/8 II 5.0 II 11 II 38-1,4 II 890 Ai 11 85-8/8 11 4t -1/4 DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELRE WAIN FRN4E HEIONT 'A' & '8' RICHES INCHES MIA)/INT.( -) 36-1/4 80.0 38 -5/8 81 -3/8 80.0 5.0 41 -1/4 43 -1/4 80.0 38-1,4 890 38 -5/8 85-8/8 800 4t -1/4 80.0 36-1/4 800 38-5/8 91 -5/8 80A 38 -1/4 97 -5/8 80.0 NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH a 78 •3/8" MAX. DOOR FRAME HEIGHT m 97 -8/81 FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 2 1/4' MAR. HEAD /911. CORNERS SURFACE APPLIED N MAY BE USED SIDE SEE CHART AT LE ILL OPO. (0) 2 1/4' MAX. HEAD /SILL CORNERS SDELITE WIDTH MAX. SEE CHART AT LEFT D.L. APO. 25 11/18' Ol. APO. 75 3/8' MAX. FRAME WIDTH 72° mu. ODOR OPNO. MOTH (OXXO) 25 11/15 0.4 O5C G 1it8 3 • • tilt • • • • • • • • • MAY 062169 11 ITE WIDTH MAX. S E CHART AT LEFT D OPO. 11 •• ••• • • • • • • • • • • • • •• ••• •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCK OPTIONS SINGLE DOORS; EM IL 3 P024T LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 315 FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. SEMOILit 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 35 FROM BOTTOM AND DEAD BOLT LOUSE? AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCI( OPTIONS DOUBL$ DOORS; 423:2224422 ACTIVE LEAF. 3 POINT LOCK SYSTEM BY 'AMESB R1Y' WITH FACE MOUNT HANDLE AT 38' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR, 91522NE LXAF 2 POINT LOCK SYSTEM Eft 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 35 FROM BOTTOM =LA /024.41.521 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 35 FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. MINE LEAF 2 POINT LOCK SYSTEM BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SRl SURFACE MOUNT ACTUATING HANDLE AT 36 FROM BOTTOM E ' 1/8" HEAT STREN'D. GLASS .090 INTERLAYER DUPONT 'EUTACITE' PVB 1 /8' HEAT STREN'D, GLASS SILICONE DOW CORNING 788 DOW CORNING 845 GLASS TYPE 'A' GUYING OPTIONS J 1 _ \ i ' GL AZING SAIL AT - . • OHL RA t_3888.3 CAN. n2 • • • • • • • • • • MAY 0 0 2009 •• •• • • • • • • • • • • • • ••• •• • • • • PROD vutoplyinUCT CUMM••M1 tlq • Fes! 1,0 442 44" 1 '.. I Jr Dfvi�R�n .. •• • • • • • • • • • • • • • ••• • • • • • • • • • •• • •. • • •. • • • • •• fa a ••. • • • • • • • • • • • • • • • • •• •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING t rYJ 4 s • r MOM 4111 t / TMAOW.T PENETRATION TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TO THE tk01A1NO DITICALAMME01 SEE ELEV. FOR SPACING 1/4" aIA. Hit ii KWII( -CON U (PU 4 1631 ESN, 4157 KW) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -I/2' MIN. WOOD PENETRATION THRU IBY WOOD BUCKS INTO MASONRY OR CONC. 1 -t /4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1 -I/2 WN. EMBED INTO CONCRETE GRADE 8 CRS) INTO METAL STRUCTURES STEEL : 1/8 Tip(. MIN. (Fy • 38 KSI MIN. ALUMINUM : 1/8" THK. MIN. (6083 46 MIN. (STEEL (N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYING." SINGE ISSTA igg INTO CONCRETE AND MASONRY • 2 -1/2" MIN. INTO W00D STRUCTURE ■ 1' MIN. INTO METAL STRUCTURE • 3/4' MIN. CONCRETE Pe • 3000 PSt M8(. MASONRY t'm • 1500 P•1 MIN. SEALANTS: Ail FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. MA'(6 6 2 009 •• ••• • • • • • •• ••. • • • • • •• ••• •• • • • • tor 041101 OW ruk Pit 0,A0. 10 . • Is PRODUCT RENEWED 8wa4doe • j/_ • • • •BAs i •7 ; -i • • • • • •• ••• • • • • ••• • • • • • • • • • • ••• • • • • • •1 •• • • • ••• • • • ••• • • • • • • • • • •• •• •fie 1SY WOOD BUCK TYPCAL ANCHORS SEE ELEV. SSG INACTIVE (X) FRA _ N (XX) LCOTS SIM FOR E QFSCRP7KIN ACTIVE CFAL CA" teSE 63 • • MAY 0 ® 2019 •• ••• • • • • • • • • tf.' MEt. • • • • • •• • • • ••• • •• ••• •• • • • K RL E VILIREs • •••• ••••••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • •• •• • • • • • •• •• ••• • • • • • • • • • TYPICAL ANCHORS SEE ELEVATIONS rc* SPACING • 1 (O /X) (0/X X) uxr KLT DRILLING SCREWS AT 4° FROM ENDS A� f a• DC. MAX. •• 4 /s WAIL OAP EXTERIOR •• • • • • •• • • e•L • • MAY Q I f009 ••• • • • • ••• ••• • • • • • • • • • ••• •• • • • MODUCT MOWED Carr the Vol* ILVIrObs Nvisw• • •• ••••••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••••• • • • •• • • • • • ••• • • 41. a Meal ANCHORS SEE ELEV. FOR ACING (DOOR W/ SIDEUTE) •• ••• • • • • • • • • • • • • • • • ••• •• • • • PRODUCT IMMO With *WO • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •- •• •• • • • •• •• ••• • • • ••• • • .115 4.000 2.115 SIDELITE HEAD/SILL TRANSOM JAMS 1.812 3.750 FRAME SILL 1,875 1,470 2.187 3.125 2.125 1.375 4.125 H1NGE STILE .150 08 INACTIVE LOCK ST11.E 2.125 1.813 )B a 1.858 W \ SS 0 0.573 I$ \3 SIDELITE JAMS TRANSOM HEAD /SILL GLAZING BEAD (LAM. INSUL. GLASS) 1.248 4.000 .938 .100 TIP. .052 2.025 GLAZING BEAD (LAM. GLASS) I 82 0 F-- 1.995 INTERIOR SNAP COVER 4 NUMBER HINGE SILLE/INAOfiIE LEAF LOCK BOLE MAMMAL NANF. /SUPPUER/50MARKS 0083 -78 BOO -TO 8003 -18 0008 -T5 N 0$ 37 3.570 58 ANCHOR CLIP .447 7.750 .100 1.750 .582 BO1T0M RAIL 8.875 .500 1.544 .825 VERT. JAMB STOP E1 02 03 04 05 8045 -021 08 8045 -008 07 0B 09 010 011 012 8045 -023 8045 -024 5045 -022 5045 -004 M45 -002 RD45 -010 AS R000. 04A2BOO BEAD (LAM. MIL. GLASS 5045 -007 AS RE00. CLUING 80410 (LAM. 01A85) 8045 -017A AS RE00. LOCK STILE ACTWE LEAF RD40 -014 AS RECD. SIDELRE HEAD /SILL. TRANSOM JANE 045 -015 AS ROD. JAMS AT SIDE LITE, HEAD/5111. AT T5ARS0Y 013 0245 -018 AS RECD• SNAP COVER MI 11045 -M0I AS 8000, FLUSH 801.7 AT 3 PONT LOCK AS REOO. WEATHERSTRIPPINO 3/10 K 1/2° K 4* 5011450 8LOCN, 1/2° r 3/4' r 4' EYING BLOCK. 1424 RG45 -5113 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 1211 4531421141 i AS RE00. WEARHERSTRIPPING VI 0375T270 DOOR VPSTRIPFING V2 V -059 OFFSET BULB VINYL WBTP. M3 RD45 -M03 5114 457138414* 1420 - M21 54 5-009 2 FRAYS HEAD FRAM SILL FRAYS JAMB TOP 501. VERTICAL AS R000. 1410RKIR SNAP COYER AS 8008. ANCHOR CEP. •' LANs 4/ LEAF them ASSEMBLY BRA 1Y'SIRAP440 V5 V -005 PESO= THREAD -DI ANGER 82 AS RECD. 43/8° -16 14 2' L0. FULL THREAD 4411.140.. S3 4/ HINGE 012 - 24 14 3/4 L0. PWL. F.H. MACHINE SCREW S8 AS RECD. 1112 x 1 -1/4' L, , PHI. 51L4. BEE SHEET 4 P0R LOC85 OPTIONS AND DESCRIPTION MAY 0 6 2009 5003 -TO - 0005 -75 - 8 6005-15 - F0114 0 -LON PVC 1Ty 340080, 455 -3289 TREMC0 1 PER CORER EACH ONO 8T/ST HO00 DISTALULRON SCREWS ST/ST ASSEMBLY FASTENERS •• ••• • • • • • • • • • • • • •• ••• •• • • • 01. is p0 I JEM �CwN. bii PRODUCT R6I EWER • • • • >1 td �oAoAb *OW A • • R l� LYR BI�,y • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • e • •• •• • • • •• •• ••• • • • ••• • • DOOR TOP CORNER DOOR BOTTOM CORNER TRANSOM TOP /BOTTOM CORNER S$DEIITE TOP /BOTTOM CORNER ,' X 2 -1A ALUM �T i f.8 TOP CORNER ,' !! 7 -1/7' X 1/4" . �•. • • • • • ! VAF BOTTOM CORAkm • Dirt ,moo Nda • /} • • • • • • • MAY 0 8 2009 • • ••• •••• .• • • • with Os MON .. .. • .0 r20 • • • ••• • • • • ••• • • • • •. • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••. • • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Town & Country Industries, Inc 400 West McNab Road FL Lauderdale, Florida 33309 OA wwvr hatldlnaeotUon ne.com • • •••• SCOPE: "Ace, ol.. MIAMI-DARE COUNtt PEQRIDA M RO -I3AD$ AGLBWEP.ItI D1NG •• • ••• • 141 WEST FI AMARS'REET, SITS 1603 ML4M BLORIDA 33130 -1563 • (305) 375 -2944 FAX 005)375-2908, • • •• •• • • • • • • • •• • • • • • • • • • • •• • •• • • 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 fads 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 �Y. this acceptance, if it� - is chtmmined by Miami -Dade County Product Control Division that this product or m�lla falls s to meet the requirements 'i u. ;.)� V c ntt r,.' I uilding code. This product is appro • as described herein, and has been des' Zone of the F ' ; _; Building Code. ON: 0.050" (min.) Aluminum Storm Panels Shutter APPROV DOCUMENT: Drawing No. 05-353, titled " 0.05 t j ++ ++++ Storm Panel ", sheets 1 through 6 of 6, Thomton-Tomasetti Group, dated J , last revision #0 dated Jame 29, 2 2005 signed and sealed by V.J. ' .E. t r,; ++ _ r ; 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 inhere has been a revision or change in the materials, use, and(or manure of the product or pry. 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. AD : 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 manufacftwer 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 # 03-0421.13 & consists of this page 1, evidence submitted as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. E-I and E-2 NOA No 05. 0713.03 Expiration Date: 11/16/2010 Approval Date: 02116/2086 Page 1 • • • • • • •• • • • • Town & Country Industries; Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: E -1 L EVIDENCE SUBML11Ei) UNDER PREVIOUS APPROVAL #00410 • • • •' A. DRAWINGS: • 1. Drawing Number 00 -159, titled " 0.050" Alwninwn Storm Panel ;sheets 1. • through 6 of 6, prepared by Knezevich & Associates, dated AugLst J 2000,1ast revision #1 dated October 26, 2000, signed and sealed by V. J. Rrre zevech, Pr • B. TESTS: 1. Test report on large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06/2812000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc, signed and sealed by V. J. Knezevich, P.E 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mall Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Alwninrat Corp. with physical properties 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 0626/2000, for Alrnran Alloy, signed and sealed by Raffish Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 042L13 A. DRAWINGS 1. Drawing No. 03-259, titled " 0.050" Alwnbzwn Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. Helmy A. Maker P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16 • • • • • • • • • • • Town & Country Industries. Inc. B. TESTS 1. None. NOTICE OF ACCEPTANCE: D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 • • .... • • • • • • • • • • .. • .... • • • .. • • •••• • • 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision 10 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by T ornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. e J AVH elmy A. Maker, P. E Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/1612010 Approval Date: 02/1 • • • • • • 5 LABEL LOCATION N•, 10 12,00" COVERAGE .375" R SCALE' 3" • 1' -0" TRACK 0,090" (TYP,) SCALE + HALF SIZE 655 465" .6S5" 0.090° (TYP,) b 0O° MIN, G MAX. 1 /4- 2 - vd'5�6►y $ r N SPRASSIRIM .1' . _a 1 � 1,00" MIN. J4.532" 5,00" MAX .0 S M .315" R LOS" MI ® • STUD ANGLE ® CIC IFWIEI ANGLE © GTRA 1 ® C•TRACK SCALE' 3" 1 -0 SC LEA' I " 01 -0 SCALE HALP S RE SCALE HALF 5 1. TSEVI ML W T Q COOS 200 dluCITY Vii Lel DURh0N ACTOR Ct o if WA/ USED FTAI 00 cl icIN 3, ND VELOCITY: 61MvoRSON ITX I HAt4IRa CODE AND DOVERNI I 4, { I Ig � ' T E g i p lP � t p��� iht � T fpl L ATl C� q y��1p�� s FFB T INFORMATION 5, OP HE PLORID APi{DMIN�R2& ' LL COMPLY WITH CHAPTER 61015 -53 Witiantat 7, TNQ OYALI OOC pgiTIONS TO THESE APPROVAL DOCUMENTS WILL VOID 5 . •LDINQDF'KIALOMAY ELECT ONETOPFT1iE POLL��WO OPTIONS+ CUMENTS, THE A N' HT BI ) ' id C y T � tCp� � A �p D N E � - pO�PUN�fTpYyyP�T�NBINDUp {�CNOQNNTyRCO D �IpC�IBEIN'A AND �VI ' A11 pp g . } �I g ��pR O K NL ` ( aag OTP gg T II�� ION " B yyE P °TS 11, M yy� A TT L �� L HE T L OP yA N 7 CIIV. 9, ALLOWS�NE h1ARKI ERANlL�AND SMALLEBE PEFMANENTIN LABELED TOWS INC. 10, !'OLLOMINO MINIIu 1 TXICKN¢YY ANO MECN 01. NOMiNALLT0.0W 11. ALL L E S I I , O N NS �,yp STRENO SHALL p BE - 6065 0 ALUUMIIN U.O.N 12,1 1 NOUMUM U TENSILE TNL6n,BJ: U.Od I,ED OR STAINLESS STEEL WITH .0 ® 'hx HEADER O °U" HEADER 6 BUILD -OUT V HEADER ® STUD ANGLE ® STUD ANGLE SCALE i 3" • 1' -0" SCALE + 3" • T -0" SCALE + 3" • 1' -0" CAL + 3" ■ 1' -0" SCALE + 3 "- 77" 3,305" MAX. 76" `" MOM 09: .177" O BUILD"OUT FTRACIC SCALE HALP SIZE „I- Lmax.. SEE STORM PANEL SPAN 4 " SCHEO LE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE' 1/4" • 1 - 0 (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS 1. .690 "0 `K3Y KOLE SLOT BOTTOM MOUNT SC LE' 1/4" • i - " TOP MOUNT PLAN . VIEW TYPIC81 BVATiON 650 .5" 1.00 .190 .190 HOLB nor 44- I 1/4" AX. 315 °0 .060 "3 0 A S11pMpINIMUM OP R 1. p 3y TIMES eE THE ANO W /4" MAX r .� 11 ` LAS•... =:., • -'i AI 1 315 °0 1/4" MAX, MAX 6 S ■ �( 44 30" a S " o (20 OA. EALV. STEEL ER 40 L---1-0-9:-----1 7 Aq -- OR 0.050" 6063 -T6 ALUMI LEG DIRECTION CI'AMAC3ALLOY) KEYHOLE ® F° ' ANGLE - TRACK Og WING NUT o0 WASHER SCALE . HALF SIZE SCALE ' HALF SIZE SCALE' HALF SIZL EXISTING CONCRETE, WOOD FRAMING. LESS THA � " g " Q p Q.C. F DESIGN 0 LOADS 8" HAN 110 P.3 P. 15000 A R S FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE 1 "x2 "x0.125 MIN. TO 2" s 5" x 0.125" MAX. ILD -OUT OS SCE DISTANCE 1" s 2° x 0.125" MIN, TO A 2° x 5" x 0,125" MA J XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING, SEE ANCHOR SCHED.BASED ON TYPE OF STRUC, - +a' //1. • • • AUILD.OUT MOUNT CLQ IRQ DETAIL, • ,P • • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. • F.M MOUNT CLOSURE DETAIL; TYPICAL CLOSURE DETAILS dhAm6 SCALE, 1 -1/2" • 1' -0" • N .563 "A wmtL XISTING CONCRETE, HOLLOW BLOCK OR " WOOD FRAMING. SEE ANCHOR SCHED, BASED ON TYPE OP STRUCTURE ASTENER ® 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL T0110 P.S.P. & 5° 0,C, FOR DESIGN LOADS GREATER • THAN 110 P.S.P. IEEE ANCHOR SCH0D.FOR ANY ACCEPTABLE ANCHOR) • • • • • • • • • • IWIdinier"VMEtilsemptiosith • • • • Bea* Cods .07 "Pirobn • 1 /[•v . .._.. I1:J •1:0 • • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• • • • • •• • • • ••• 0 • • • • • • • • ••• • • • • • • •• • 8 S 1 1 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAM! EXISTING GLAZIN SEE MIN, STORM PANEL SEPARATION PROM GLASS TABLE EXISTING GLAZIN SEE MIN, STORM PANEL SEPARATION FROM GLASS TABLE 2 /2 CONNECRON TYPE REFERENCE ANCHOR SCHEDULE POR MAX. SPACING XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ®WALL MOl1NT SECfON VITA 1d►�t ESIIPA ® C6ILING/)4OOR MOUNT SiMi D SCAL : 9" . 1 - " REFERENCE CONNECTION A C E R SCHEDULE POR MAX, SPACING STORM PANEL SEPARATION PROM GLASS TABLE 2 MAY BE VERSE PEKE HED FERE HE DL ERE NCE ANC ED ULE FOR 1 FERE NCE ANC 14i 2/4" TEK SCREW •t � 12" 0.C. I BETWEEN ie T USS!S Lk' k. 1...:...' ti.1: ,151 !it. Iqi REFERENCE ANCHOR SCHEDULE FOR MAX. SPACtN C2 CONNcuoN TYP! /FISTING CONCRETE, HOLLOW BLOCK OR WO00 FRAMING REFERENC CONItECIION E ANCHOR SCHEDULE POR MAX, SPACING 1/4" MAX. w 1/4" MAX, REFERENCE 1 1 M OR SCHEDU LE FOR MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 1TYP. TOP AND BOTTOM} /4" MAX. EXISTING GLAZIN 1/4" MAX. SEE MIN, STORM P SEPARAT PROM GLA TABLE 12° 4" ems MOP RE) 1/4 POWERS CALM-IN p / H• t E HSNMA 7/ CHI Gull IMO 7" ANOI0 SCHEDULE LIE 1 *CREW WOG 2-1/2° 1-3/4" H HMSO TO QL MOP 12" ••• • • • • • •• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MEM F f� 2" x 9" x11 /8" CONT. 4 STUDS 12" O.C. WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN 1 "x4 "OR? 6" .062" E CONT. 6-T6) M CLASS 0 000 SEE MIN, STORM PANEL SEPARATION PROM GLASS TABLE 2 2" 1- XISTING CONCRETE, HOLLOW BLOCK OR WOOD PRAM NG / BUB D Ifl SECTION OSCA I3 " ®1 - ANCHOR SCHEDULE FOR MAX, EXISTING CONCRETE, SPACING HOLLOW BLOCK OR WOOD FRAMING N0Th OMh' OF DEM 'Y mAO NMwNT ® E • T INSIDE MOUNT SCAL 93 •1' -0" 14x3/4" TEK SCREW 12" 0.C. BETWEEN TRUSSES REFERENCE CONNEO ANCHOR SCHEDULE FOR MAX. SPACING NE 1/4 "0x MIN. 5" LONG WOOD LAG SCREWS 24" 0.C. MAX. WITH 2-1/2" EMBEDMENT INTO WOOD MEMBER TWO 1/4 "0x MIN. 4" LONG W000 LAG SCREWS 24" 0.C. MAX. WITH 2-1/2" EMBEDMENT INTO WOOD MEMBER —1/4" MAX, LL EXISTING x GLAZIN EMBEDMEN ` a TWO 1 /4 "0x MIN. 4° LONG STAINLESS STEEL WOOD LAO SCREWS @p 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS 0 ■111111 / 1/2" PLYWOOD 2" x 6" P.T. CONT. WOOD BLOCKIN TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" I x .12S" SQUARE SCREW HEAD /16" 1.0. AND 1/2" 0.0. x 3/16" MINIMUM NYLON /16" NUT {GALVANIZED, MIN, CK ABtEMBLY - (BLOW Ut3 O CAL0, A IT E SC LE -1/4" MAX. 1/4 "sex MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW 15 12° 0.C. W/ 1 -3/4° EMBEDMENT INTO WOOD BLOCKING O MOUNT SECTION s " o1' -0" 6 8E O N U V AREW OR 1/4" ELCO - MALE/FEMALE PANELMATE REFERENCE ANCHOR pN�G SPACING E FOR MAX. WOODIFRAMIN CONT, 3 "x OR4 ° xW000 FRAMING REQUIRED a 0 N —1/4" MAX, USEc OWITH MACHINE SCREW WITH .875" x .875" x .129" SQUARE SCREW MEAD INAL LOCATION OP STUD m W 1 EMBEDMEN EXISTIN GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 O N _ ASSEMI QSOMLTMC VIEiI I N.T. TWO 1/4 "•x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS 24" 0 C. MAX. WITH -3/4" MIN, EMBEDMENT INTO EXISTING STUDS 1 "x4 -x1 /8" x CONT. ALUM. TUBE 814 x 3/4° TEK SCREW IOu 8" /4 MAX, 103AI` reasmara %. \ �i► REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BWLD1UT/N OOR MOUNT SECTION l'J s�.3 ".1' -0" 1/2" 0,0. x 1/4" L', 3/16" NYLON BUSHING OR 1/4 -20 B,S. NUT ITY . ••• • • •• • • • • • • • • • •• • • • •• • •fite • • weleorratriik vomitus marpeente • ••• esPhstist • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • •• • • 03 at of 6 DA o opmmir � u 4" MAX. NON- STRUCTURAL FINISH MATE pgp RIAAL p BRIC C K OR WOOD /2 S P H f iEPOR MAX. .�' /4" MAX. a FRG tia tr 7 In W Q Di R A I 1/4 20 STUDS LB 12 0.0 -- ii•1 -- IL a • ds F. F 8 of P6 tiara NOM Ch i 06/29/2005 J:6 .= P 66�363 8 EMBEDMENT EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 1/4 -20 S,S. BOLT ED 24" " & WING I R E p {gL � P , A � { T7I'L ENT2 ^' `UM, 1/4 -20 S.S. BOLT 3, BOLT & WING UT CD 24" • 0.C. TYR y 6 A �6 A LE BAY WIIN MAX, XISTING W000 FRAMING CBCOI0 ECTIEW TYPE SCHEDULE POR MAX. SPACING -1/4" MAX. Co TYPICAL CORNER CLOSURE DETAILS tPIAN) SCALE: 1 -1/2" . 1' -0" 1/4" 8 NUT S.S. 8 2 "x x1 /S" CONT. ALUM. ANGLE REFERENCE ANCHOR SCHEDULE POR MAX. - SPACING XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ® WOOD CEILING/ INSIDE MOUNT SECTION SCALE. 3" . 1' -0" OVERLAP SEE MIN. STORM PANEL PROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 1" (1°x 2" 2 "x 2" N 0088" 6063 -T6 ALUM. TUBE 2 ". 4' 2 "N 5" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND PASTEN WINUNUTS PROM THE INSIDE ®0TY 1/4-20 S� gSgTpUWWIITHH ICONNECTS TO ADJACENT PANEL( ® OPTIONAL INTERIOR FASTENING DETAIL tISOMETRI© S N.T.S, EXISTING CONCRETE, HOLLOW BLOCK OR WOOD PRAMING EMS EXISTING GLAZIN 5" LONG HANDLE RIVETED TO PANEL WALL MOUNTED 5 "x2 "x /B" xCONT. STUDDED ANGLE (SEE SECTION 11 REFERENCE 1 CONN �AN PS SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION SCALE. 3" . 1' - 0' 1". 2 0.053" 6063 -T6 ALUM. TUBE REFERENCE A YPE SCHEDULE POR MAX. SPACIN C1 CONNECTION TYs REFERENCE ANCHOR SCHEDULE POR MAX. SPACIN 2-1/2" x (TYP. BOTH a � E , GLAZIN - ki5TING 1/4" MAX 1/4" MAX, HOLL W G BLOCK EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ® SCALE. 3 - °. 1'- 0" Fare WALL MOUNTI KURD O UT' SE CTION iMAX, PAWL NOWT • r "4' i MAX. DIM LOAD � �.B.P • • • • • INTERIOR FASTENING ANGLE NUMBLY: • e • SCALE 1 -1/2" .1 • • • • • •• •• •• smombisasOkOmliselia DaldmiCode DEALarammi THES ECTION O g I P Q T HE T L � ApT T PEA P S1 NSryETTOENIyTAII 5 (1ry/�,LBEIR • UOER "u EADER�TOP • • • • MMM ^NT • • • • • ••• 1/4" MAX. CE CONNECTION REFERENCE ME SCHEDULE POR MAX. SPACING lEspintba NON- STRUCTURAL FINISH MATERIAL F PANEL Mdse. • • ••• • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 1 • ee 4 _If 6 S ANCHOR SCHEDULE FASTENER MA3)MUM SPACING ENQIHS) • FOR VARIOYB DESIGN LOAMB AND 1 1 8 1 ANCHOR 1YPE ;'mot 1 AM M a •••,:■16,IIM VallM113. J °■ L • J,t ulnruu6 11 1111111111111∎ : Wt X111{ 1411 \1 \Y \\ \111\ UPWMMW LOAD Iw) P.5 R. MAX. NOTE 43.0 90,0 SPANS UP 0 6' -0 CONNECTION TYPE NEE NOTE 3) C1 C2 C3 C4 C9 SPANS U= TO S• -S MOTET CONNECTION TYPE (WW1* C1 C2 C3 CL C9 SPANS PTO 12 -0 1 CONNECTI• TYPE MN NOTE 3) C1 C2 C3 C4 CE SPANS UP 0 CONDOM ION TYPE C1 C2 C3 C4 C9 CONNECTION TYPE C1 C2 C3 C4 CS 7 iii ul.anl'lzjlillrn it ■! g in ^^ N .Irrl11111111t1t? • •T■E IlRllll {∎111 A r 1S' 1/4. 11 mon 2' NXIE DISTANCE Pr`. - .•111B1111*--.2. 1 1111111111111 C•'•„ TYPE NOR U0000000000000UDOmmmmm0000000nDU mmmm®mmDDU DDUmDfDDDD1DDmmmfDU 1DDDDDDDDE1UMODUB iOIDmmmmfUUDEUDD IdDDDDUDD Offmm©o©DLIUDUmmoonmmomo On mmon©mODU©mmon©®mf OEl OODOU MtUOU mam i i i m erAm .mmmmmmmmmomooID E 7' %a %%%%/fi'//.'f/.%%%L.%/wmozamm Um annunII%/D0 mamowmamowzommommuummumumminnumnia LFd]mmmm ®mmiY7mm®mnu mmmmmmmEnmmmmumu mammmummumUmDODDmmmmm9mmDm mmDDU EIEJDDU , OfDO D ElnEi DDUM00000DDDDDUDU OU mmODH mf UUD m //.UO DDD DD ODOUD ©EEID U Enmnr nomomunionwunmmonommonommunn L nmmmmmmmmmmmmnmm mmmmmmmmmmmmumm LOmmmmmmmmm®DDDDUDDDDDDDDDmmmo®m IDDDDEDDUDD3DDUDDDDDDDDUDOmm ©Do EumDUmmmm OUElmmrnmmmDm®mmUmUmm ©no ommm000mmnoommoonmm©DOmonnommnoo nummmmmmmmmUmm uummmmmDDDDmmmUUO Emmm®mmmDDOmmUUDmmmm®mmnmUmmODD EfDDDUU©mmUDD UDm©DDDUDUDDDUU DU0DO E000ODUUD000DU DEUMMUUM®®%DElmUODO mnom ©onmmmoomannum n©mn nomnann mm &UU DDUUU EAU%OU DDDDU mmUUUUUMU mDDOD UDDDO UUA Dm DDDUU DDLmO UIY//,LIEI EnaUUUnfDD%o omiiiam anunu©ii©DUUI E ELIEDEIMMIEMn EMEIE G%%/.UDDUODD%DmnOlD r r r �iii�ii /io, miionnoor�r�E�o ©© ©its unaommowmomaommowoonnummanntwomo UBWOOMMOMOOWOrAMOVAIUMUUBUMUOUMWMO r f i I> I r U7mmmm0®DDEIO©mn©OmmmfivU DUIDDDOULIU E1ODDDU©DDDDDm%LOU OODUDDUU©DD /.m© EFEImmDUDUU%/. ©DOD %U DU©UDD%GOOUQ %DU OBEIOUDODUODUUU Dr//.mDODODU%ODUD iDD ODuEl %E7lE OOD%/.UEI'/ZD%OOWnOOD %©DEED %nU UUmmmmmmmUUMBOUOUmmmmmmmmUU OMOUEI E mmmmUmmnanmmDDOmmm ®UDLDDUamUDO FED DDfDm /.DODm�OOmmmUm mmEIn00D� m© EMI El LU UD %OOUm'//rOUEMI MID UUG.m©D DOD D mmonwannnonnonmemannwnunnonnonmcin LUi DDDUDmUUHUDn /oD000000m/17U©DUUDU COUfDOODUUDDDODU%/OE7mmmmnmmOU DU%/,EIO EnaiuuDD©DUmammurnmmm©©DDUi uon© j©n UODUMBODD%DOEluln% /OMEMUE7f1 MBUDO / /,OD mnnumD nfr EIY/.DEI%EJmno'wnunLI L1ono WL1n ANCHOR SCHEDULE FAMINES SINOTRUPA EPAONG ON71Mp ' a •- :. :1. FOR VARIOUS OM NI LOAN ANO WANE 1 ANCHOR TYPE ti■Ed111 \A11U017 LOAD Iw) P,S.P MAX. NOTE 1) MIN. : ,. t EDGE DISTANCE PONINON CONNECTION TYPE 3NOR3) C1 C2 C3 C4 CS CONNEC IO YPE OMENORS) C, C2 C3 C4 CS SPA P 12• -0 1 CONN CTION TYPE (SOB NOR 3) C1 C2 C3 C4 CS 120010006.I0000uommUDO E10DDDODDDDDUDDUDD EfUDDIUU DDUDU DDOf D E2000fUDDDUL7ODDOOn mnom innommOnmmmoo uummmm mummuuO r unmmm mommO%%unmo E1UUU %' //,mm' //.'m%/:,UL1 gym oniummommuramounomm nummmmmmmmUnmm000 EImmmmmmounUOmunn EEummuuuumnuc DEI'On EammUOmommD000f/On lonnummuuumunourAnn 2. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. %IiTTI 6TTR5 R ANeQHOR TVPf OANSN T46E Of 3. ANCMO a Z ge e INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO: 7. S. 9. 10. 1. Tai MEM6RS PLVYy�01� PABTLINO TO ILYIWOD ISEACPTMLO! ONLAW SIDE OSU PIECWES. ��(��QI p/�p��iCR/I��M� �y M¢ �A4j,� R�E��g�g�}��Faj�� 0 II �LNAiITY.43R i�8)pRyp�1� 0 py A{, N `� PP LL S PAA A��H EN LAG C A M y E MEADI�EWALN D LT; �OY�EITHER A PAN MEAG�TR�95 HIAD. 0111 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 11. SC , NUT O R ANCHOR WASHERE D W INON B T,REMOVABLE BY REMOVING MACHINE •• ••• • • • • • • • • • • • •• • • ••• • • • • • 0 • • • • • • • • .• • • • •• • • • • • • • • • • • • • •• • ••• • • •• • • ••• • • • • • • AmPtiona • ••• • • • • .•• • •• • • • • • • • • • • • • • •• •• • •.• • • 1 P. tm.,.m n I MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE ESGN D I LD (4t) lP ; P) ACTUAL SPAN (l) (PT - IN) IIMIN I II MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES MIN. SEP. POR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 80.0 INIIIIMIII rol 70.0 ■Iraaur.riksim 11111111114£ ii "MINI WIIIIIME11111•1 •0A� 00A - 100A 110A' 12.0 11111 TA8181 CH K g T ry T gg H 1. E�T HE IA LESSERVALUE E OF T HE CWiOE SPAG NS NEGATIVE D 2 MAY BE USED TO ( ERINEI'A 21 SPAN H SI L `` Wy/ ��yy 1. DET mon ® MI N , STORM TTHH SIHUTTTT�� ERESEgg PARATI `` O N o T FROM T A 8 L e MAX ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD IP.S.P.) 40,0 45,0 50.0 60.0 62.0 65.0 70.0 72.0 75.0 eo.o 90.0 100.0 110,0 120.0 130.0 140,0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230,0 SPAN POR KG PRESSURE (PT - IN) 12' -0" 11' -3" 9' -9" � 9' -6" 9 . - 7" 9 -4" 9 . -0 " 8' -11" 8' -8" 8' -3" 7. - 4" 6' -7" 6' -0" 5' -6" 5' -1" 4' -8" 4' -4" 3' -10" 3' -8" 3 . -5 „ 3' -3" 3' -1" 3' -0" 2' -10" SPAN FOR POS PRESSURE (PT - IN) 10' -4" 10' -1" 9 . -1 " 0' -11" 8' -7" O 8' -0" 7 -6" 6' -6" 6' -0" 5' -5" 5' -0" 4 . -7 ,. 4' -0" 3 . -9 " 3' -8" 3' -4" 3' -1" 3' -0" 2' -10" 2' -0" 2' -7" •• ••• • • • • • • • • • • • • • • • • •• • • ••• • ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • i• •• • • • •• •• ••• • • • ••• • •