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WS-12-1526Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177265 Permit Number: WS -8 -12 -1526 Scheduled Inspection Date: August 22, 2012 Inspector: Bruhn, Norman Owner: MARTINEZ, JUAN Job Address: 65 NE 107 Street Miami Shores, FL Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1121360070380 Phone: 954 -979 -2137 Building Department Comments INSTALL 10 ALUMINUM STORM PANEL SHUTTERS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 22, 2012 For Inspections please call: (305)762 -4949 Page 25 of 38 \td\l(k ING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: 65 NE 107th Street �z, AUG 1 t2 BY: ---------- - - ---- Permit No. S 12 .... 52.`-0 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel #: i ( V-1-- Li 0€) "7 C 3 S-D Is the Building Historically Designated: Yes NO no Flood Zone: OWNER: Name (Fee Simple Titleholder): Luis Perez Phone #: 305 - 751 -8288 Address: 65 NE 107th Street City: Miami Shores State: Florida Zip: 33161 Tenant/Lessee Name: NI Or Phone #: Email: CONTRACTOR: Company Name: Address: 674 S. Military Trail The Home Depot at Home Services Phone #: 954- 379 -1500 City: Deerfield Beach State: Florida Zip: 33442 Qualifier Name: Boysie Ramdial Phone #: 954 - 379 -1500 State Certification or Registration #: CRC046858 Certificate of Competency #: Contact Phone #: 954- 271 -1403 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 2,838 Square/Linear Footage of Work: 1,553 Type of Work: ❑Addition l Alteration °New °Repair/Replace °Demolition Description of Work: Install 10 Aluminum Storm Panels Color thru tile: ******** * *** * * ** * * ** * * *** ** * * * * * * * * * * ** Fees************* *** *** * ** ** * ** ** * *** ** * * ** ** * ** Submittal Fee $ Permit Fee $ 3 10 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / t 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, BOIT.FRS, 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 certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or The foregoing instrument was acknowledged before m me this day of A GU W, 2012 -, by rachixt t° 0904 D, at-, who i ersonally kno to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex APPROVED BY NOTARY PUBLIC STATE OF FLORIDA Comm# EE204602 a eXplfoo 6/4120*16 .**. **** * **. * * * * * ***.* *.** * *.** * * * ***** *Norn".. V /C1 .9 -/Plans Examiner Signature Z —A✓ Contractor The foregoing instrument was acknowledged before me this T day of AV•V 9 r , 2012, by __ C Rair1aYAt, who is[personally kn w�: to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commiss NOTARY PUBLIC STATE OF FLORIDA Lamm# EE204602 Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Zoning Clerk Property Information Map My Home Miami -Dade County, Florida Page 1 of 2 Property Information Map Aerial Photography - 2009 This map was created on 8/8/2012 12:02:45 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 112 ft Summary Details: Folio No.: 11- 2136- 007 -0380 Property: 65 NE 107 ST Mailing Address: JUAN R MARTINEZ JTRS LUIS M PEREZ DE LA CRUZ JTRS 65 NE 107 ST MIAMI SHORES FL 33161- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: X001 RESIDENTIAL - INGLE FAMILY Beds /Baths: /1 Floors: 1 Livin. Units: 1 d S. Foota.e: 1,553 Lot Size: 4,225 SQ FT ear Built: 1947 Legal Description: DUNNINGS MIAMI HORES EXT NO 3 PB 2 -33 LOT 14 BLK 210 LOT SIZE 75.000 X 123 • R 20159 -1519 12 2001 1 OR 28028 -4483 0212 11 Assessment Information: Exemption Information: Year: 2011 2010 Land Value: $83,801 $83,801 Buildin. Value: $133,704 $134,50. Market Value: $217,505 $218,307 ssessed Value: $177,771 $175,144 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $127,771 $50,000/ $125,144 County: $50,000/ $127,771 $50,000/ $125,144 City: $50,000/ $127,771 $50,000/ $125,144 School Board: $25,000/ $152,771 $25,000/ $150,144 Sale Information: orrective deed, quit laim deed, or tax deed; http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade. gov... 8/8/2012 t IMIJED POWER O ITTCRNE� SE IT KNOWN, that p, Pie Z ( "Principal ") has trade and appointed, and by these pres::tta does males and appoint rif.3 At- Koine Services, Inc, &his, The Home Depot At Hoene Ser•ices an filer its agent 54711_4/ e dsa Ce r;t rrtte and la•.viul Attcrney- ia•Fsct uu hinher and in hisrher naine, place and stead, for t,°ts fdto•°vingsaeeific and limited our ceea To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for borne improvements on behalf of the homeowners) Per- and for the property located at: 15 A / 07 �� ®�es 373/6/ giving and granting said Attorneyin -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as billy, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereoL IN WITNESVP.J2f9F, I have hereunto set my hand and seal this day of 20 Signed, sealed and delivered in the presence Qfl STATE OF ..,CZ ) COUNTY OF ✓2/-kae ) 4 049 4"-.4" ° , a Notary Public in and for the State of Florida, do hereby certify that ',re/4 � ,7'te L- , who is either ( ) personally known to me, or () who provided / as identification, appeared before me his day in person and acknowledged that he/she signed, sealed and delivered the said instrument as hislher free and voluntary authorized for the uses and purposes herein set forth. (AM under my h hand and official seal this this d, My commission expires: Permit Aurhonz.anon • 30 -08 3 day of ,s RNETT MY COMMISSION # EE151851 EXPIRES December 08, 2015 Jul 05 12 08:38,, Branch Name: Miami )Branch Number 60 Installation Adds Liss: L Burnett 3052552171 HOME IMPROVEMENT CONTRACT PLEASE READ THIS P.O • Sold, Furnished and Installed by: Date: 11 I? 1 I Z THD At-Home Services, Inc. d/b/a The Home Depot At -Home Services 674 S. Military Trail, Deerfield Beach, FL 33442 Toll Free (877) 678 -5554; Fax (954) 574 -5187 Fein # 75- 2698460, FL Lic # CCC058327, CC1CI507093, CRC046858 ter pL f� is �- /`✓' aR` }^r; ; `..� `~9 a 1 L l City State Zip Work Phone: Home Phone: Cell Phone: Purchaser( s): Lt Wiz.. Home Address: [ I (r. I [ (If different from :installation Address) City State Zip malt A duress Co receive project communications and Home Depot updates): ' L] I DO NOT wi a to receive any marketing emails from The Home Depot 'roiect linformat nn: Undersigned ( "Customer "), the owners of the property located at the above installation address, agrees to iruy, and 'I Hal At -Holm Services, Inc. ( "The Home Depot ") agrees to furnish, deliver and arrange for the installation (°installation ") o • ell m:,;- .;als nescribed on the below and on the referenced Spec Sheet(s), all of which are incorporated into thin Contract by this reference, along with any applicable State Supplement and Payment Summary attached hereto and any ge Nets (e .iectively, "Contracr"): Job It: ttntermaarrere .;, Products: Roofing ['Siding ❑ Windows ❑ insulation ❑Gutters / Covers DEntry Doom ❑ [Roofing Siding 0 Window; ❑ Insulation ❑Gutters r Covers [Entry Doom 0 ❑I:oofing ❑Siding ❑ Windows ❑ Insulation LjC utters / Covers ❑Entry Doors n ERorcfing ❑Siding ❑ Windows ❑ Insulation DGutters / Covers OEntry Doors ❑ I u r ti "t_ori a4:: : ,rwarrtt sine upon execution o *this contract Certain forms of re yttrrr_>t roe, r: iris,: ' illi cr payment. prior to the !tart of the :a-eject. Spec Sheet(s) #: Project Amoott `tF147 Total Contract Amount r, st2,4C s ti• , d. 4stomer agree- ::.•nt, trnrnecciotety upon completion of the work for each Product, Customer will execute a Completion Certificate (one f ar each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable, each Customer ander ills Contract agrees to be jointly and severally obligated and liable hereunder. The Home Depot res,xves the right to issue a Change Order or terminate this Contract or any individual Product(s) included ierE in, at ha d :serction, if'The Nome Depot or its authorized service provider determines that it cannot perform its obligations the to a strn:eural problem, with. the hr'ne. environmental hazards such as mold, asbestos or lead paint, other safety concerns, pricing errors or b_.caase work required tc ,o;c;pi.ete the job was not included in the Contract. 13,41a-tent Surnrnay_ Ti_ Payment Su ima-s # ' �jit Lam/ b l included as part of this Contract, sets forth the total Contract amount and payments required km the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled-in copy of the Contract at the time you sign. Do not sign a Completion C,a17,eeate !r,oi,_ there is uric Cetupbrlice Ceirtificair For each listed Product as defined by individual Spec Sheets) nt, «eat t. a:.,: F: a�ds�t is c.fanittete. ?_'E tie er-'ent of tn.-mirntion of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, ey,- pereen w -d ices prc;-k(ecl ':;v T r home: Depot or Authorized Service Provider through the date of termination, stn; ,,ny other a.°:rnn?s set forth in this - Agreement or allowed under applicable law. THE HOME DEPOT MAY x°' ITHHOI,l1 20 JOINTS OWED TO t'HE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OEIIER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH Ai'r C,T_TNLm_ cro etaatet mid ,butho atio;_ Customer agrees and understands that this Agreement is the entire agreement between Customer ar,d The .rc.0ot with mi&inl to the Pr; Auer; and Installation services and supersedes all prior discussions and ,igrecrnen^s, either onal or : *.rittcn, relating to s:.) Products and Installation. This Agreement cannot be assigned or amended r:_ceri by a writing sig ^ed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, understands, vol:ie:arily accepts the terms of and has received a copy of this Agreement. eerriti clI h, : ) Submitted by: ne r: I gate; Consultant's Signature Date . ; `!i?nat. r _ia:e >.4/Tud(Fior',;: 17r fdt Mti'tt Ma't't CAPNICr'J: TIFIS P,EtLAL➢.'Y OR fQ,tLlC:AI10N lt'ti' DLEI V RIM,. VIRI r'EN NOTICE TO THE HOME l+k k'OI' €i "t' ivi tiNiGliT ON THE THIRD BUSINESS DAY l.0 'FITS ,,c011E,ElvIENL THE SKATE SLPPLEIVIEI'i1 ri: 1 ik:l -1 i) FIE:iRET CONT,iikiS A rOi2Pr9.10 USE ill (&'al. IS SP & :C1FiCALLY P.ithSCRIIIEI`) LAW IN 'Telephone No. Sales Consultant License No. (as applicable) C ":'ICE.: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE P. -Uri OF THIS CONTRACT Page I of 2 1 1 - 1 2 V Jlvte — Brartr h Fite Volley -- Customer 04/09/2012 - 4:42pm gabriels F: \01 Project F8es1 2010- MPS\400 WInd ChartsL ,Reference \00 -MPS10 -400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASp" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PSF - ZONE 4 my ATP /..� I � lrr�+ Ar� "a /11071 , 30 a" -,: - VItj -15 '42.4' I +39.0 -41. 37.7 40.6 +37.2 r I � " , .6 -41.1 16ft k +382 37.7 • ° - 44.6 - 43.5 - 42.8 - 42.2 - 41.7 -4 ` s "'*1 17ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 - 45.1 44.0 - 43.3 - 42.7 -42.2 • q r 18ft 44L6 +40.5 +39.7 +39.1 +38.6I WO - 45.7 -44.6 - 43.8 - 43.2 - 42.7 -42 l.**. 19 ft +421 +41.0 +40.2 +39.6 +39.1 +38.7 20 ft - 46.2 +42.6 - 45.0 +41.4 -44.2 +40.6 - 43.6 +40.0 - 43.1 +39.5 - 42.7 +39.1 - 42.3 +38.7 -42.0 +38.4 -41.7 +38.1 21 ft -46.6 +43.0 - 45.5 +41.9 - 44.7 +41.1 -44.1 +40.4 - 43.6 +39.9 - 43.1 +39.5 -42.8 +39.1 - 42.4 +38.8 -42.1 +38.5 22 ft -47.1 - 45.9 -45.1 -44.5 -44.0 - 43.6 - 43.2 - 42.8 -42.6 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 ft `47.5 +43.8 - 46.4 +42.7 -45.6 +41.8 - 44.9 +41.2 -44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 24 ft 48.0 - 46.8 -46.0 - 45.3 - 44.8 - 44.4 - 44.0 - 43.6 -43.3 +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 25 ft - 48.4 - 47.2 -46.4 - 45.7 - 45.2 - 44.7 - 44.4 - 44.0 -43.7 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -48.8 -47.6 - 46.8 -46.1 -45.6 - 45.1 - 44.7 - 44.4 -44.1 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft - 49.2 - 48.0 - 47.1 -46.5 - 45.9 -45.5 45.1 -44.7 -44.4 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft -`495 -48.3 -47.5 -46.8 46.3 '+rra X11 +45.7 +44.5 +43.6 +43.0 +42.4 +1! • -49.9 -48.7 47.8 -47.2 -46.6 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 h' 1 30 ft 50.3 +46.3 -49.0 +45.1 -48.2 +44.3 -47.5 +43.6 -47.0 +43) +43.0 .. �.v 32ft -51.0 -49.7 -48.8 -48.2 - 47.6•' >y li +47.0 +45.7 +44.9 +44.2 +43.6 -51.9 -50.7 -49.8 -49.1 -48.5 °- pp,+ 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 . r ,:.,. i� -53.4 -52.1 -51.2 -50.5 -49.9 -49 - ', r ' ' 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 , ri�a7 45 ft -54.8 +50.5 -53.4 +49.1 -52.5 +48.2 -51.7 +47.5 -51.1 +46.9 -50.6 +46.4 -50.2 +45.9 49.8 +45.5 -49.5 +45.2 50 ft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -53.4 +48.9 -52.8 +48.4 -52.4 +47.9 -52.0 +47.5 -51.6 +47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 m Z In O O O -O O Fj REMARKS NT ISSUE REV- ADJUSTED HEIGHTS DRWN GSS GSS EXTERIOR ZONE 5 PRESSURES Mean Roof fight 17 ft DESIGN PRESSURES (PSF) - ZONE 5 10 -53.6 +40.1 -54.4 +40.6 +39.5 -50.7 +38.8 Tributary Area (So Ft) 25 30 35 - 48.9 - 47.9 -47.1 +37.7 +37.2 +36.8 40 -46.4 +36.4 45 -45.8 +36.1 50 -45.2 +35.9 -49.5 +38.2 -48.6 +37.7 -47.7 +37.3 -47.0 +36.9 -46.4 +36.6 -45.9 +36.4 -55.1 +41.1 -52.9 +40.0 -51.4 +39.3 -50.2 +38.7 -49.2 +38.2 -48.4 +37.8 -47.6 +37.4, 47.0 +37.1 -46.5 +36.8 -55.7 +41.6 -53.5 +40.5 -52.0 +39.7 -50.8 +39.1 -49.8 +38.6 -48.9 +38.2 -48.2 +37.9 -47.6 +37.5 -47.0 +37.3 -56.4 +42.1 -54.1 +41.0 -52.6 +40.2 -51.4 +39.6 -50.4 +39.1 -49.5 +38.7 -48.8 +38.3 -48.1 +38.0 -47.6 +37.7 20 ft 21 ft 22 ft 23 ft 24 ft 25 ft 26 ft 27 ft -57.0 +42.6 -57.6 +43.0 -58.1 +43.4 -58.7 +43.8 -59.2 +44.2 -59.7 +44.6 -60.2 +45.0 -60.7 +45.3 -54.7 +41.4 -55.3 +41.9 -55.8 +42.3 -56.4 +42.7 -56.9 +43.1 -57.4 +43.4 -57.8 +43.8 -58.3 +44.1 -53.1 +40.6 -53.7 +41.1 -54.2 +41.5 -54.7 +41.8 -55.2 +42.2 -55.7 +42.6 -56.2 +42.9 -56.6 +43.3 -51.9 +40.0 -52.4 -50.9 +39.5 -51.4 -50.0 +39.1 -49.3 +38.7 -48.7 +38.4 -49.2 .6 9.2 9.2 0.1 +41.6 ald .2 .2 +39.9 -54 +42.3 -55.3 +42.6 +41.8 -54.2 +42.1 +41.3 -53.3 +41.6 +40.9 -525 +41.2 +40.6 -51.8 +40.9 -48.1 +38.1 -48.6 +38.5 -49.0 +38.9 -49.5 +39.2 -50.0 +39.6 9.9 -50.8 +40.3 -51.2 +40.6 8ft -61.2 +45.7 -58.8 +44.5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +40.9 ' 29 ft 0 ft 32 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +413 -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -56.2 +43.6 -55.3 +43.2 -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 CHKD TSB TSB -64.1 +47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +44.5 -56.3 +44.0 -55.5 +43.6 -54.7 +43.2 -541 +42.9 -65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +47.5 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +45.5 -57.0 +45.2 -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 -70.5 +52.7 -67.7 +51.3 -65.8 +50.3 -64.2 +49.5 -63.0 +48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +47.5 -59.5 +47.1 -71.8 +53.6 -69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 DATE 03/05/12 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PS. 'ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. CITY = 175 MPH P1RE'C' ;,ARE, FLAT TERRAIN USE: D US 8W C 2. TABLES 3. TABLES VA LESS THAN 109_ 4. IDE THE B CANNO,BEIDENTI 5. AL S ROUND 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) THAN ONE - THIRD.„!.- ,.:.,SP OPENINGS ONLY - AREA OF AN OPE MRH560' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS �,� WN VARIABLE AS DESCRIBED BELOW. g,,, THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP IN QUESTION (HEIGHT * WIDTH) OR AN EFFECITVE WIDTH THAT NEED NOT BE LESS ).,, . THE AREA BETWEEN STRUCTURAL _ RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL .._ .. TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH �° B+ SH D, �i "" ' GEST PUBLISHED VALUE. 7. 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. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. 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. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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 (GCp1 = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. 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. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR.D�. * r. )ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTEe3N.:1; tN.c.,e_•,:.ND VERIFIED BY THE GOVERNING NTY FOR APPLICABILITY OF TABLE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a- 10% OF t' r£ ',r 3 T. RH, WHICHEVER IS SMA „xc. tAL;� L""^ OF LEAST HORIZONTAL DIMENSION OR 3FT (1 ^° .Q =�• "* -- ti-°' QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOM ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 N 3052552171 Lu P12opu e r /APP NOP: ) I- -Da3I. i t v3 ' )LtIi 2. OVAL- t-( WINDOW DIAGRAM SH ET JG U al 6:? i 0 rn 4-58/21- tf/4 1.. '144:26 eair..: >„■c„ 14,5 111 foul Slope o�£ :x31 . r÷ 3441- WO Ougoint letigip 1 X WO Ship - to: THD Order Date: Phone #: Fax #: Style (AP, AS)* AP AP AP AP 5 AP AP 7 AP 8 AP AP Rough Size Finished Sine t) 1- C) i ;y MILL 51 MILL - 49 MILL 37 a, a) L 51 49 51 MILL 37 _ 51 MILL 18 37 MILL 37 51 MILL 37 37 MILL MILL 51 HOME SERVICES THD AT- HOME - SERVICES, INC. Storm Protection Order Form (Miami only) Stack A Looms # of Blades p 2 .6 co N 7 C C ,r O aC t91 ib ai ef Q. C V. c J _ E ? ad J20 E a o' c E ® �f o Q. < �+ v ti) Project Coordinator: Customer Name: PERZE Job #: 6352315 Page: 1 of TOP TRACK BOTTOM TRACK TRACK 58.75 61 4.5 46.25 40 3.5 58.75 46 4.5 58.75 _47 4.5 46.25 29 ` 3.5 r 58.75 47 4.5 58.75 45 4.5 58.75 61 47 T DIRECT MT _I- I DIRECT MT DIRECT MT DIRECT MT TYPE OF TRACK ANCHOR SPACING DIRECT MT DIRECT MT DIRECT MT 4.5 DIRECT MT • D RECT MT DIRECT MT *Style: Aluminum Panel (AP) Accordion Shutter (AS) *Anchor Types: Tapcon (T) *Colors: Accordions = BG, WI-I, BRZ, IV *Bahamas & Colonials = AW, BW, CG, BB, FG, HG, CG, DS, GRZ, BLK, SW Manufacturer Notes: Installer Notes: Tapcon Anchors Size: I have reviewed and approve of the job specifications described above: QTY: Customer Signature: Miami Storm Protection Order Form Date: May 16, 2007 MIAM1DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION ._ACCEPTANCE OA MetalTech, Inc. 7635 West 2 °d Court Hialeah, FL 33014 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade aovtbuildIna SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC- Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: " Maximum Impact" 0.050" Aluminum Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/12/2006, signed & sealed by Robert Monsour, P.E. on 01/12/2006, 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 Section. SSILE MPACT ' TING: L • e and Small Missile Im l act Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number , per TAS -201, TAS - 202, and TAS -203, 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 # 06- 0117.05 and consists of this page 1, evidence submitted pages E -1 E -2 as well as approval document mentioned above. The submitted documentation was reviewed by jHehny A. Mahar, P.E., M.S. o /21/Zot1 NOA No. 11-0831.04 Expiration Date: 10/22/2012 Approval Date: 09/29/2011 Page 1 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS See NOA 01- 0718.09 B. TESTS See NOA 01- 0718.09 C. CALCULATIONS See NOA 01- 0718.09 D. MATERIAL CERTIFICATIONS See NOA 01- 0718.09 E. STATEMENTS See NOA 01- 0718.09 F. OTHER NOA 01- 0718.09. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 0621.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. NOA # 02- 0312.08 cover page states the number of sheets incorrectly "sheets 1 through 18". This NOA #04- 0621.01 is issued to revise NOA # 02- 0312.08 and correct the number of sheets on the cover page to " sheets 1 through 7 of 7". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. E -1 IL-c;?! Helmy A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11-0831.04 Expiration Date: 10/22/2012 Approval Date: 09/29/2011 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0117.45 A. DRAWINGS 1. Drawing No, 98002 titled "0.050" Maximum Impact Storm Panel", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/12/2006, signed & sealed by Robert Monsour, P.E., on 01/12/06. B. TESTS 1. None. C. CALCULATIONS I, Anchor analyses dated January 06, 2006, 41 pages, prepared by Ramms Engineering, Inc., signed & sealed on January 06, 2006 by Robert Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of compliance with the Florida Building Code, 2007 Edition, issued by Ramms Engineering, Inc., dated August 22, 2011, signed and sealed by Robert S. Mansour, P.E. E -2 e my A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11- 0831.04 Expiration Date: 10/22/2012 Approval Date: 09/29/2011 COMPLIES WITH: FLORIDA BUILDING CODE PER SECTION 1809.7.4 1E'STEO TO 1N201, TA202 AND 04203 DESIGN CRITERIA: woo; LOADS TO BE CALCULATED AS PER Asa 7 NO /NORESE LY ALLOWABLE STRESS WAS USED IN THE DESIGN OF THIS PRODUCT GENERAL NOTES: 2H VARfOUS MOVE CORNER PAN CORER PAN O VARIOUS TYPES OF P -TRACE NOT SHOWN T1@ SPECIAL NET PANEL SECTION AREVME INTALIED TYPICAL NOLANTMO HOLES 12 1/2' 0.8 CROSS SECTIONS ,080 ALL AG1M?NUM EXTRUSIONS TO BE ALLOY 5003-TB OR EOUAL STORM PANELS SHALL Be .0.00 5052 H -32 A4LLIMINUM OR EQUAL SHOWN OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1 /2" THE STORM PARQ. SHLR7ER LOY BE INSTALLED VERTICALS' OR HORIZONTALLY, IN ACCORDANCE TO ME DETAILED SPEC:MUI 016 HEREIN PANELS MAY BE NOTCHED OR 1971 5D TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSLST OF THE FOLLOIING OR EQUAL WITH MINIMUM UL77MATE LOAD VALUES SHOWN 1/4" D/A. RAWL LON/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MBE TENSILE 1190 - HIM SHEAR 1820 - 1 I/8' M/IL EMBED EY CONCRETE Aug rasa 1200 - MDL SHEAR 1270 - 1 1 /B" MIN EMBED, IN MASONRY 1/4-20 RAWL CALK-IN ANCHOR ( MACHINE SCREW ANCHOR) WYTH 1/4 -20 was MIN. TENSILE 1870 - LBN. SHEAR 1730 - 7/8" ABM EMBED. IN CONCRETE ANN TENSILE 880 - MIN. SHEAR 1340 - 7/8" ARM EMEEO. IN MASONRY I/4' PERMS -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYRES ) ARM TENSILE 1520 - MIN SHEAR 1880 - 1 t/2" MEM EMBED. IN CONCRETE ANN 15NS/LE 880 - AR/L SHEAR 1270 - 1 1/4' MIN. warm IN MASONRY 1/4' 54140 NAWN BY RAWL (7AAAC HAMMER DRIVES ) MIN ?DIME 980 - ANN. SHEAR 1400 - 1 3/8' MIL E8MMEA III CONCRETE MAN TENSILE 730 - MIN. SHEAR 1320 - 1 1/4" MX EMBED IN MASONRY ANCHORAGE 70 WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAOS OR LARGOS WTTH r MIN THREAD PENETRATION 1/4-20 BRASS WOOD BUSHINGS OR 1/4' Ei00 PANEL AL47ES WITH 1 7/8' MIN 77/7040 PENETRATION REFER 70 SHEETS .R5 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM £4ABEOMENTS OF RfE CONTRACTOR TO IT SHALL OE rxr VERIFY THE THE SIRUCTURE AND ME ELMS AD PROPER AN EACH PANEL M AU BEAR A PERMANENT LABEL OR STAMP SHOWING MELIUEOH, MG. HNLEN6 fL ' DADE wow PRODUCT CONTROL APPROVED " WWRNNNO 70 OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL co- EACH OPENING STAMM ' MORN PANELS SRL NOT OPFERR HURRICANE f ROIECRON UNLESS ALL REIFONDEYO SWAPS OR oars ARE PROPERLY DNSTALtED, W7/EN REAMED " PB&MNENT FASTENER COMPONENTS EMBEDDED ANCHOR ROLMS, THREADED CORER OR METAL SHIELDS NOT IN 4156 MUST BE PROTECTED ABUEST CORROSION, CONTAMINATION AND LINEAGE AT AU 781E AL AlaStiZt y, NBUos7 mom 7I AIMS Inc? 1 S1ASRSS 12 1/2 OR 76110 m IPTUG71078 ON 2,202 MIR ANg= OR L� !:/AND® STUDDED ANGLE DETAIL 7 /8' x 7 vr FIAT STUDDED STRAP ALAY BE USED IN PLACE OF ANGLE PRODUCT RENEWED 2. awnplY n with Ute Positda Mo ptmuo AJe 0 : O Bx LMte t7'P3'�1 2. BYr / L!_ ROHR S. MONSOUR, PE N EsB IV £ faliEC11 ,14` 0.. • ■ MOMS Be 09/11/98 01/06/06 SP SP • I SEE AVM SCHEME NOT assionoti TYPE "Er FEVER or 851. BATA MX ANCHOR =MULE COMMON TYNI 0 (*---HENCE or 2181. @RIM 884Y 85 28)814280 SIC ACHOR MED= COMMON nu HEADER ‘2, SOL DETA/L 5 , 1/4-20 MU ROLF W/ LOCK Nur 12' Oa 585 450202 SPEWS COMM TIN E D.. Rog„rfg PROW ovemorm IYPS DETAIL 2 AN 8584054 51 sat 05 mv884Y RE NSW.= RI 5895928 02851521 .,=,SONAN1221S E101100 CIRkt.IF 4/16 AROLE 1. SEC ANCROR =MEWS 604780 70551,01 1/4-208154!) SOLT 2/ 1.00( 0.O. LMED IS RPM OR SRL PRODUCT RENEWED •4 as complying with the Mai • * Doan coda Wit • Acceptance No 00 • .94.. Date / • COMMON TYPO .er LOLA. \Qualm? 51U 0 HEAVER or MU Ow@ l'■ 1 ' Ilya i'M ' IA% SEE AconalroReNSgrow n PIM. 4 SEC NXI1OR MIME CONNECTION raw "ir CO FOR CA.‘ liraiR:AseE‘MarorEOSI:::000001 REVMSejortootr07716:06 ,•*-1 EOM COSEINER 1/4-20 OtRo 85887 W/ LOCO 807 8' 00 USED IS HEADER 08 8188. comnivvous 5800020 2 MOD TAMEN TOSSINER WIN 154 MEW 02 18 NOX SOWS 52' O.C. OWIRLIWON literrefrIPS.Ir IOU SIMS PAU a719 gINAINieralgrawatvoNs I r =ZS liatiadraM 002754818188 8100685 ORW3/16 ANGLE 7 VS' 71' MOi pep NOM ' SIAXIMUNI NW& NNW . DETAIL 10 acorn MOURIMO AMC FAY OE MD SpOlariloganIVP. FOR ILL MOM Ati SU ON ROM WNW OAP OMEN PROM PAM AND DLO. SHALL NOT EXCEED I/4' 45 45581.80 FROM FRONT WAW taisalZO=sm 4/4-20 MASHINE SCREW ANCHOR ffillift CALK-CV / wmi MEM( eau 3^ 0.C. / 7/8' MIN EMBEDMENT rho. Eves OlS WOE •NLIREV CONCRETE ONLY 141171111Ull IMPACT STORM PANEL HORIZeNTAL INSTALLATION ELEVATION 05075182111840550,888. REMO TO OW APPIJOAVOR FUR PROM? SONNELSOR CONANUOUS WOOD CLOWNS 8115085/ 548113 DETAIL L \ED. *wow co 00OR MEWS 2 2/4' (-tam p NOTE* WIRTICAL NSTAUATION ELEVATION ; :2 0 11-.= '7,1. • SEC ANCHOR SOMME OONNENION TWIS DETAIL 8 SEE ANCHOR SCHEDULE COMMON TEN 'V ORO CONINTIODI 8888I7414 awe MAWR WM I/4-20 7I4711 DOLT 2/ 100X Nur' aa am0 camaraus 41001012. 1/4-20 3/4 1082850 880188 TM WPM, MEWS 12 00 (mu MAY et MOWED VERTMAUX 82 8185526884)' DETAIL 11 IT SHALL RE THE PfrESPONSIBILJIY or THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE S7RUCTURE TO WITH STAND THE ADDITIONAL LOADS AND MINE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE EMAIL INTO WOOD, MCBEE& MASONRY, WHOI ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL 70 12 SOUTHERN ME iWTH 0.3S SPECIFIC GRAVITY AMO STRUCTURALLY PART OF THE FRAHM STRUCTURE OR SUCURELY ATTACHED TO 583442110 STRUCTURE WIDE CLOSER PAN ASSEWSLY 11‘111111111,411,111111111Pli PLAN VIEWS 15117kg lEtto 15141558105041851106 pirTV M 10 MS OM lM101 Of OIL DO ROBERT ,= It OUR, PE WRAP PRODUCT =MED esetplytes with °Mimi& Min Code Atteeptnese No Non Ont Division 09/11/98 SP 01/2/06 SP 5 4011■WOOMMIONoWoo. NOTE: THE ME04LTICH S701ML PANEL MAY SE INSTALLED 7W1HOUT THE USE OF AN EXTRUDED HS40FR OR SILL. THE SHUI7ER NAY BE ANCHORED DIRECTLY 70 THE STRUCTURE 4/1111 THE USE OF ONE OR A CONBINAAON OF DETAIL IJ f /4` PANEL LL41! SCREW WITH 74-20 57110 HEAD WAVERED W/NCNUT HEADER OR SRL WOOD, CONCRETE OR MASONRY Lt CONAMMON 7TPB •A• 7/4 • PANEL 4441! WITH LIACHUNE SCREW HEAD WITH 14-20 =WALK SOLI HEADER OR SILL WOOL, CONCRETE OR MASONRY PANEL SECURED WY WASHISTRO » STUCCO RASH REFER TO WA? tifrat mare* 1 TYPI •A' tom STUGGO lN5TALLATION DETAIL 14 ®cr®LffAWR or SILL SCRAM OR OOI.TEO RIMIER WITH 1 /4-50 DOW SOL7 W/ LOCK A?ET T?' 0.0. OR ®1/4' ANGLE 7/4 -20 EASHINE SCREW NNCNOR RAWL CALK -IN / WIN SIDEWALK BOLT J° as W / T /S' mat EMBEDMENT .1 NDL EDGE WARM' P0URE0 CONCRETE ONLY 80/1 PIP Y*XMII / PAID MOW IOW' MAXIM DETAIL 21 AWUSTAELE HEADER OR SILL NOTE:* TT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO 4,0771 STAND THE ADDITIONAL LOADS AND WARE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE TARSAL INTO WOOD. CONCRETE; • MASONRY. SE WEN A MINIMUM ANCHORING 4 OVAL TO B SOUTHERN DE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE E72UONO STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE AI 2 PRODUCT ltd D �im[4a Blinding oomp1yg'g Acceptance No WAS gg, We 8O with Om complying odds' Wang Cods Bad 01,4 Division • BY 09/11/98 SP 01/12/06 SP • THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP, REFER TO PANEL DEFLECTION CHARTS .050 ALWII FRONT VIEW SIDE VIEW PESO P PANEL SPAN 44.40 123" 47.81 120" 51.23 117" • 8CQ5' 5/8" 61.47 110 "� . 2 5/8" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 91.44 80" 123" AX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PAPA& I>EPLEC71ON CHART WITHOUT HORIZONTAL *TRAP PANEL HEIGHT 0 -68' ava f-99 ` over ae -12Y' WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT . 2 5/8" .3 5/8" 4" BUILD OUT 2 5/8" L 3 5/8" 4" AMMAN DISTANCE BETWEEN GLOSS AND PANEL HORIZONTAL BRACE STRAP 1/4 -20 STUD 1W/N WINGNUT 12 1/2. O,C, 1/B X J/4 r Atu uM BAR SIDE NEW FRONT VIEW or/i.) DETAIL "E" MAXIMUM GAP BETWEEN' PANEL AND WADER IS 1/4` (TYP.) DETAIL "F" DETAIL 13 ON SHEET .7 .080 ALUMINUM P OMI MPACP STORM PANEL ONE 288 123" M,A14 PANEL HEIGHT ONE PANEL STRAP LOCATED ANDSPAN PANEL DEPLECTJOH CHART i mi HORIZONTAL SWAP PANEL HEIGHT o'-tor over 107' -ILr WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 ..T/10" BUILD OUT 2 13 /t6" 3 3 /18" MINIMUM DISTANCE BETWEEN GLASS AND PANEL HEADER AND SILL TYPE MAY VARY, DEPENDNO ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS B7,9.10 AND 11 ON SHEET 2 DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 FASTENER MUST BE IN NORROW PORTION Cr ILEY HOLE MOUNTING HOLE MAY ALSO BE A 8/16` OM. CIRCLE DETAIL V", HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OP VERTICALLY EXPLODED ASSEMBLY PRODUCT RENEWED Bu emptying wltbl6aFlorbta Aso:TU co No -0: EI.o4. R Dato • F-6* - I2 ROBERT S. MONSOUR, PE EBB 000560 C. DETAIL 4 ON SHEET 2 INSIDE MOUNT 111TH NM AND SILL tRODNC'6 REVISED ®avapL.b.iLvAYa etoMe& Bublh+8 Cella N os Dal" In ck - q JJ coded Coa Malta 09/11/98 SP A, • • • • Mei A 1 A N C H O R S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UPTO 71.5 PSF POURE:100=0E CONCRETE BLOCK PoURE0cONGTME C0.WEETEDLO= ' ___ swim 13 : 18 1 {g ©0000 a..' e • 13 3,,, '13 7 ; 13 ••13 i3 , g .13 :•13- ©0000©v0000 10:13 • 10 ': 13 :13 18 ;13 :8: 13..:..1$...16..:13..'.8.. 18:13 : 6 :13 • 3 18 : 13 • 7 : 13 : 13 ;.13..:.1,,3...IP 4 : 3 : 4 : 13 : 13 18.:13 i „3_•_:•13,x_13_ .. 13.....ff..;.1.3 ,,, 13. : 13 : 4 13 3 „r•f O r I �.__ 3 11 1/4• RAWLLOW80LT(SLEEVE ANCHOR) 1118 MIN. EMBEDMENT 88°SPAN MGM ' 1 : 1 : 3 4 1 3 : 1 3. . 11 5 13 • 13 10 : 4 13 : 13 . .1 3 . 1 3 : 7 : 13 • 13 15 ; 11 • 8 ;•13,,;,13•, 13 : 10 : 6 : 13 : 13 .14..1 12 • 11 : 8 6 6 • 5 :..3... : 10 • 4 '•• 8••) 9 : 3 : : : : : ,14.:..8..;. 8...; @... :14?.. 12 : 8; 6 • 8 • 9 .11 ..' :O..; 4 : 7 : 8 LO -i' 16 : 3 : •L© 10 n 14 • 11 : 8 i•,3•„ 1 3 : 10 8. 4 B• 9 5 : 3 : 7 : 8 ,14 „:,7 :.8 ;.0 ; 10 12 8.. :..5...•° 8: 9 11 • 5 : 4 : 7 : 8 11 : 10 : 9: 4 4 3 : 4 : 5 • 4 : 4 : 5 1 4 3 4 12 • 4 • 5 i 5 : 4 10 • 4: 4 • 6 1 9 3 3 4 x.,12,,,; L I I 172" span NEM 11 : 1 0 : 8 : 4 : 4 • 5 : 4 4 ) 4 } 4 : 4 3 : 12 4. 5 • 6 • 4 • � . . � Q t 4 '4 :6 :4 , t . 18 • 13 t 12 : 19 13 12 , �• MIUM •� 8s'aPAN MUM 13 : 16 • :13 16.4._7...: 13 : 1$.....'(3.. 13 • 9 • 13 : 13 : 6 : 13 : 13 :.13 „1 8 ; 13 • 13 12 : 12 • 5 L12.1 12 10 : 10 : 4 :10:10 • 8 • 13 13 • 6 ) 13 • 13 : 4 : 12 : 1- 11 • 11 • 6 11 •: 11 ,10 „•� 10 14 • 10. 110 : 3 . B 8 N 8WCPM MEMO 13 • 12 • 1 1 : 10 i 8 ! 13 ;..13.. 9 • 5 • 12 • 12 8 : 4 : 1 1 : 1 1 10 i 8 } S : 10 10 9 • 7 4 : 8 • 3 8 : 8 : 3 : 8 : 8 11 } 10 • 9: 5 8 4 • 6 7 „ i 8 • 4 1••6 • 7 : 3 : 8 : 6 . 6 • 4 : 4 ; 5 • 8 7 • 3 • 3 • 6 • 5 7 5 v4"RAWLEAMAONAIUNOMvE (HAMMER ORNE) 13I8 M2LEM500MENTMCONCRETE 1914•MW.EMBEONENT El BLOCK ! - 11111351M 105'epan MAE 1 1 ; 19 : 9 : 5 ;..3.,.• 7 : 8 5 : 4 '• 7 • 7 4 : 3 : 8 : 7 8. 4 • 4 : 5 ; 6 .•7..:.4... :.3.. .0 • 3 7 3. 3 4 5 8. 1 3 3: 4 • 4 3 3 • 3 : 4 • 3 3 3 4 3 "" 3 3 • 3 MEM 123* span d 9 • 5 t 6: 3. 4 * 4 • 3 3 : 3 : 4 • 3 3: : 4: 9 > ":. t, IMNNEINENIISMEINMIMIIIM •. ,. r 1 "'r t:; MEM MUM VARIOUS F4AD TYPES F-i i1Ltl4tit1141AINFa- .,,. .1i1 =i1 �" ■ .. ,V1\ � Xrt jI33iIL Trite ( 41A 8 0 N R Y 8C R E W 7) 1 p ' R � �� 6 • 10 : 98 :13:8 13 • 11 1 C 13 13 : 3 : 13 • 13 • 3 • 7 1 13 3 .14....13 .... 6 13.13 .. 19 6� �•1 : 13 c I: �/ 15(!]lifi7l(iEf91ENI")EiI]llr �" ��� W' 105'open 18 • • 8• • • 19 • 8 13 13... •13 : 6 : 13 : 13� • • 12 • 9 • 5 : 12 • 12 •10 : 7 : 4 : 10 : 10 _ .. boom LL ' 1B • B: 8 • 7 • 11 • 13 7 : 8 : 10 : 12 7. 6: B: 10 10 • 5 • 4 • 7 • 3 9 4 4 8: 7 8 4 3 S • 8 15 • 13 1 • 6 4 7 : 6 5 8 6 • 4 • 5 • 4 rc LES 4. 1l4' ELCO PANEL MATER 19 CRETE 1 14 • ,. . :.._ _•. 129•span MEM1• '5 '0 •7 •5 3: 5: 6 • 8: 8 _ • 4 • • 3 • 3 4 4 •3 8 3 3 4 • 3 A . _.• • 3 t t 3 18 : 13 18.13 1' .- L® !E 1211=-13 .. �S�16 •. • 3 • 2• -••7 -•' 1._ 13 : 44 : 13 : 13 13 :8.13.3 13 1 1 1a 13 8 13,_ _ 13„ 13'•18• :5 :•3'13 1 9 . 13 13 • 7:13 • 13.10.10.4 13 8 13 •12 ,.12 „„ 3 12_.,,12 „ 10.10 ",- 1/420 x 7P3* ur 0 1 A . RAWL CALKIN (MACHINE 9CREWANCHOR) WW1. EMBEDMENT - 88°BPAN MANN MANN le 18 : 18 • 13 • 9 • 13 : }3•, 13 : 8 :,13,;,13,, 93 • 8 : 13 113 12 .. 9 • 8 : 12 • 12 11 : 8 : 5 : 11.,x•11•• 10 • 7 • 4 • 10 • 10 18 : 18 : 18 • 10 9 8 • 8 : 13 • 19 : 7 : 1,7, • 13 :.5 • 11 • 12 .10 _„ 3 : 4 : 9 : 7 9 : 4 : 4 :.3 : 8 • 8 : 4 • 3 • 5 • 8 MEAN 10S span 11 . 18 : 8 : 0. 10 : 8 : 13 : 13.....19..:..$...:.4_.: 8 : 7 : 13 13 8 • 5 • 1 • 3 ?..:..3 9 : 4 : 4 : 6 : 7 8 14 • 3. 5 • 8 18 : 18 : 14 • 8 8 5 : 7 : 8 : 3 • B • 8 • 3 • A...: 3 : 4 : 3 . 8.:'.N.. t3••. ••4 : 3 3 • 3 • 11�� M E M 128'spnn Willi Q, 0. 8 : 3 . . 4 • 8 • 7 : 5 : 7 •3,,,i 8 8 •8 • 4 • 7 • 5 8 3. 4 : 4 : 3 B 3 3 4. 3 7 3 • 3 • r..._....,� ) -, ._.....,_,...�u.,.._...�. 1 L 7At * L s s "•, ..,.....(;.. .d _,,."..._. °� NOTES: SPANS AND LOADS SHOWN N I S SCHEDULE ARE FOR DSTEAALMIQ ANCHOR SPACERS ONLY. FOR ALLOWABLE SPANS YS. DESIGN LOADS REFER TO SHEET 4. MINIMUM E BEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCID,MBL5 IT SHALL BE THE IP£SPONLSSBILITY OF 111E CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO )NTH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE IN1SALL INTO WOOD, CONCRETE. OR MASONRY . ROBERT S. MONSOUR. PE EBB, 110 25 PRODUCT RENEWED as complying with fire Florida EBSding Code Acceptance Nu -'O : O!� ENpi : Dale )7f-C79' -i2 PRODUCT BRIM MED 19149142 Code i0e BTo+lda Acespuza4 Pio 6_o eS - exgr�s,an t:••:17.(c31+V6 -11 REvielaRS 09/11/9$ SP 01/06/06 ss • ANCHOR SCHEDULE ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE VARIOUS READ WPM �tt�tiitil�tmkt�I1 !/ 1t�tt3ttltblll�- (MASCNRYSCREWS) 114' RAWL PERMA•SEAL TAPPER 1I44 ELOOPANE4 MATES 11rr MINI M P -0MENT INCONORETE 1v4 EdSLtLilr.1 W= �•, NOTESS SPANS AND LOADS SHOWN N MEI SCHEME ARS FOR DEY ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DEMON LOADS REFER TO SHEET 4. MINIMUM ENBEDMI T AND EDGE DISTANCE EXCLUDES STUCCO AND /OR W4LL FINISHES SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACC£PTAels. IT SHALL BE THE RESPONS/BIU7V OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF DIE STRUCTURE TO WITH STAND 711E ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE LNTSALL INTO WOOD. CONCRETE OR MASONRY. ROBERT St MONSOUR, PS EBB GS E 2n•C4 PRODUCT RENEWED as complying with Ike Malt% BufdtngCoda Accepts= No % I.o61. n Date /V. err.... '.l, PRODUCT REVISED Curb pa ocanplyIn MTh etsOlochlii it.BuktIn Bto 4)7 REVISIONS Ir 09/11/98 SP 01/06/06 SP A N C H O R SCHEDULE WOOD APPLICATIONS ANCHOR TYPE WOOD LAOS 1° IMUM TREAD - - ETRATION DPTO59.5P F CONNECTION TYPE . I SPAN CCM rya 11.20 114° rpommucl- WOOD LAGS 1" . IN •; Ii,:. . PENETRATION itZMUMWM WOOD LAOS SH6' 1 MI MUM TREAD PENETRA 3'8° . •YmmumN}FI" WOOD LAGS Mill . U. L:.:: ° P ELCO PANEL MATES 1 718° MIN. ' EAD PENETRATION Ins 1/4° • 108' SPAN IEEZMI 88' SPAN OEM OEM t D imisaucunzaami .: smItimmartomme ��T.T�I�IxHiL.1. ■1fi�i� © A ENIIE11113111:11113111:111E10 ©Ot: »11',© CONNECTIO TYPE 14 ; 13 11 : 8 6 y.13....13. 4 : 11 : 11 9: 4 : 4: 6 : 7 8 • . 3 : 4 . 18 : '{3 : 8 : 73 : 13 14 : 11 ; 8 } 13 t 13 12 : 8 : 5 : 8 : 9 10 : 4 : 3 : • : 4 10 : 7 8:: 3 4 ; 10 ;_19 3 : 4 : 3 _14,,: 9 : 6 : 13 : 13 10 4 4 : 5 ; 4 16 t 13 8 : 13 14 : 7 : 6 : 8 13 10 12 : 4 5 :6 :4 18 i..1D 12 5 7 i 13 :,,13 5 : 8 : 5. E8' SPAN 123° SPAN 1/4° ELCO PANEL MATES 1 718° MI . . PENETRA VERIOUS HEADTYPEs I/4° MASONRY SCREWS N 123' SPAN 88• SPAN 1/4° MEM 16 :13 : 8 :13 :13 14 : 11 12 6 6 13 :,.83 10 : 4 : 3 : 5 4 18 13 14 : 11 12 • 6 8 13 : 13 6 : 13 : 13 6 : 8 • 9 10 : 4 3 : 18 : 13 : 9 : 13 :.13 :.. ip 14 :..6...66:: 6 I 12 6 16 13 10 i 13 i 13 16 : Q : 8 12 : 13 15 • • 7 7 : e ;<r 15 : 13 : 6 : 13 13 12 } ¢i 5 • 8 10 :4 :4 :6 8 4 15 13 . 8 •• 13 13 10 4 4 5 i 4 14 : 9 : 8 : 13 : 13 10 • 4 • 4 • 5 • 4 14..; 9 6 i13 113 10 :4 4. :6 : 4 NOTES SPANS APO LOADS SHOWN RV MS SCHEDULE ARE FOR DETE RIRiQO ANCHOR SPACING OILY. FOR ALLOWABLE SPANS VS. DE8EI LOADS REFER TO GHOST 4. oit wax) MUST BE MEN A MINIMUM N X 4 EQUAL TO j/2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY MD STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCUR£LY ATTACHED 70 FRAMING STRUCTURE .SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ME NOT ACCEPTABLE: IT NAtOL BE THE RESPONSIBILITY OF THE TOR 70 VERIFY THE SOUNDNESS OF 77iL STRUCTURE 70 111771 STAND PIE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE E 300,e 024 45m. ffic. PRODUCT RENEWED as 4amlplyIns with as Florida Sufdhig Code O No A y Ion Oslo rrimirk 0Q PRODUCT REVIEW ea emptying offb Mo FLU/IdE 13,461Lna4aae x4of". FTTYrA'•`Lolj . Esgha 012. 09/11/98 SP 01/06/06 SP liettral _ m CFN: 20120585837 BOOK 28234 PAGE 4814 DATE:0 1/2012 07:55:06 AM NOTICE Of COMMENCEMENT HARVEY UV1N, CLERK OF COURT, MIA -DADE CTY A RMCOAOm calf MOST 9t POET# ON TM JON ME Al TttNE OP FTAST hill iTtCl1 PEPI N(f Na. rM FOLIO Na -Oo r_o 380 rAre Of RI.Ot COUNT-Vol* MINI -Dhoti i t tH UN0015iGNE0 booby glues node that Improvorne tfep wd be mods to cot*, rod power* and In =adopts*** aw+til► t13, Florida St a5Astt, tits lollovAng krfdettadara s provided Is this Node of Carnmmeratent Spoon abeaemammal 1W use ef recanting adios M. L. at dewtptios of property aid atrw1addnwc �IA -NNI,N Al r f 4Y a Z„ 2. O.artifptioef Of provement 3.Owrren4nems and edam. s Internet In poverty: .v.vu- Norm end addible of fee *no* tftNahoklar. ..011 . co ltt&tar'a nerd, address and pion. number: S. Surety tPuymert band required by owner horn corrtnoeoc N any) Nord, add+Ms and phone t riibsr. #t . 4 Armload of and $ d. Landon, rains and add .eN l: Persons wN*i the State of ~de dalynamad by Oaner upon *tom notices or other Sicd 713.T3j11[aJR. PTcdds statutes . doceenents may be served as prodded by Na ratq address and prone nurrtber.' N. In eddltla t Is ternsel4 Contra designates Ere folfroWe0 morsonts# to racartre a copy of tt a Liana's Nodes ea T13.13(1)(bf, Ronda SWANS poreveded Et Section Name, adding and plum nurnbee -40 4 Exptratfon date or this Nodes of Carl j • Mr+wandersdew le I row Menen dew al =way Wwraadeems.dw l WARNING roch a t AMY PAYMEtirS WOE BY THE owoosoFria raECONRATMCNORS umeno ea uNC ~roe /13„ PMrr.i,, SECTION ream. �t OW NonCAM RESULT INei ING TI+etoer� S 1MPRCVEML OI TO YOUR PROPENE A NOndE Of COhiMeICrtMEtT MUST BE µp 1 BERME F e FRRET twaYECrnO* IF YOU MNTINO TO Oaseas Fs{#HCSrq, Wft11 YO IR LENOIR OR AN Arra/INEY � W The an Yt]tnNOTIC;OPcc� p Strtatlars(aj of Prepared Syr Print Name _ • f .w .Ate,r -fi .✓EZ. Titfe/Olflq STATE OP FLORIDA r,OUNTY OF MIAMI -OADE �7 rtrr foregoing Irian/neat was ac 1awlsd .d been ms this 3 day of _ tor pen b R �pro ucad the f + typo of ldentnlc aitonr s�� Notary PtrbI Pent Names (SEAL) Under pounded of odium, I deafane that 1 have read the brewing and dial the facts stand it t ass bun. to the beef of my knowiedote and ballet Signature(*) pf enaf rThiretaw/Manager • Prepared Ry PrM! Name iitfall By .a c"s ' • x MY COMPASSION #85151851 EXPIRES Ciscembet 08.2015 Au dd • die:XrectonPan onm/Inagar who signed abays: 13041Aas VW BY