The URL can be used to link to this page

WS-12-1638Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 179214 Scheduled Inspection Date: October 10, 2012 Inspector: Bruhn, Norman Owner: Permit Number: WS -9 -12 -1638 Job Address: 9767 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A&M HURRICAINE PROTECTION LLC Permit Type: Windows/Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050090520 Phone: (305)885 -0678 Building Department Comments INSTALLATION OF ALUMINUM PANELS AND NON- ELECTRIC ROLL DOWN Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 178010. Openings 4,5, and 6 require 2 -1/2" edge distance at top. Revise layout at north side. Expose anchors for roll down. Install panels for inspection. NB October 09, 2012 For Inspections please call: (305)762 -4949 Page 29 of 46 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSURANCE 8//3/20 2 DmYYi CERTIFICATE OF LIABILITY aI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement Astatement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER EMMANUEUNSURANCE& ASSOCINC 2370 E 8th Ave Hialeah, FL 33013 COMAC.I Sarai Medina PHONE FAX (, No, ): (305)693 -0003 I (A/c, No> :(305)691 -4381 E -MAIL saral jemmanuehnsurance.com ADDRESS: C' INSURERS) AFFORDING COVERAGE NAICU INSURER A: Federated National Insurance C 10790 INSURED A& MHURRICANE PROTECTIONL.L 1050E 15 STREET Hialeah, FL 33010 305 - 778 -2852 INSURER B: EACH OCCURRENCE INSURER C: PREMISES Ea occurrence) INSURER D: MED EXP (Any oneperson) INSURER E: PERSONAL &ADV INJURY INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE AWL aI POLICY NUMBER (MM/D Y ISCP (MMM/UDD/YYYY) LIMITS A GENERAL X UABIUTY COMMERCIAL GENERAL UABIUTY ICLAIMS -MADE I (OCCUR X GL- 0506004900 -01 9/16/2012 9/16/2013 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence) $ 100,000 MED EXP (Any oneperson) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 GEN'L AGGREGATE LIMIT APPUES PER: X I POLICY T] JECT LOC $ AUTOMOBILE _ UABIUTY ANYAUTO ALLOWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMI f (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS LIABIUTY Y/N ANY PROPRIETORIPARTNERIEXECUTNE ❑ IM OFFICEREMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A IOR ATU- I 7pTH TY 1 ER EL EACH ACCIDENT $ EL DISEASE- EA EMPLOYEE $ EL DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Ate, . ACORD 101, Additional Remarks Schedule, if morespace is required) Himcane Shutter Contractor CERTIFICATE HOLDER CANCELLATION II Miami Shores Village Bldg Dept. 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. - AUTHORIZED REPRESENTATIVE �J�• ACORD25 (2010/05) © 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BUII: D)1-60-17 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: JOB ADDRESS: q7 (P7 (?E lb aUe) • FBC2010 Permit No. W 51 Z — 1 I ' 3 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 'S1 lic4 Folio/Parcel #: 1 I— .5205- - iS2_O Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: C171.07 OE 16 Ia, JQ City: Warm Nnbre PAC State: U.b�lii�o�D PL Phone#( D 6115 (W 3b Zip: 'bolo Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: !Oa) �o City: l ] `Q \ -Q.OJA State: Qualifier Name: V �• State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: • Phone#: & ) Trg5 041% Zi.: a06U Phone#: • a♦ ,-"Cbtt2. e .t776 GO. c DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 2 gift • oO Square/Linear Footage of Work: C Type of Work: ❑Addition raAlteration Description of Work: ❑New URepair/Replace ❑Demolition .�, • •o Color thru tile: lia r:... ■- -rte J4 r,Sfl INDIA Mr Mom., 1 *** * * ** * * * * * *** * * * * * * *** * * * * ** * ** ** Foxy * *** * * ** * * * * * * * *** *** * * * ***** * * * * * **** * * ** CCF $ CO /CC $ DBPR $ Bond $ Submittal Fee $45O • 00 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Double Fee $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW ti Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a 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. Owner or Agent The foregoing instrument was acknowledged before me thi day of At.K'1 , 20 11_, by A Rib who is personally known to me or who as produced P Y P As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires APPROVED BY ALAIN JAVIER MANRESA MY COMMISSION # EE068689 EXPIRES May 03, 2015 Signature Contractor The fore oing instrument was acknowledged before me s 24 ,2012,by0 (. me day of ^-� who is person I y known to me or who has produced �A as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission *>I * k ****a2*******aA*** - 9—#14 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) AL IN JAVIER MANRESA MY COMMISSION # EE068689 ��p,o?A' EXPIRES May 03, 2015 +, e „ 487) 300 -0153 FloridalloteryService.com *******0***** Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO, TAX FOLIO NO. 11 ` °a (52 D STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. gal description of pr 11111111111111111111111111111111 111111111 1111 CFN 21012F:0633281 OR Bk 28260 F's 3335; Ups) RECORDED 09/06/2012 14:35:27 :27 HARVEY R'LIVINp CLERK. OF COURT MIAMI•- CiACDE COLINT'Yr FLORIDA LAST PAGE erty and treet/address: �1 fe I %VQ.' tlOL i ": o-aa L 1e. Shc��'P`J • Pb L 1 `1 4 , 2. Description of improvement: INSTALLATION OF HURRICANE PROTECTION 3. Oyer er(s) name and address: M Interest in property: OWNER Name and address of fee simple titleholder: 4. Contractor's name and address: A &M HURRICANE PROTECTION 1050 E 15 ST HIALEAH FL 33010 ■' . .T OF FLORIDA, COUNTY OF Dr�E 5. Surety: (Payment bond required by owner from contractor, if L�REBr'CERTIFY that this is 8 true C0;'Ottl Name and address: Ong - e.1 + •1 eon ff ∎, Amount of bond $ WITNESS my hand and ,. 6. Lender's name and address: HARVEY RUV1N, CLERK, Gf1scla ofc � 4 i 7. Persons within the state of Florida designated by Owner upon whom notices or other doc -4nts 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) Si natur of Owner Print Owner's Name RAO Sworn to and subscribed before me this Z9 day of DLL-1-OtnD Notary Public Print Notary's Name ALAIN J MANRESA My commission expires: MAY 03,2015 123.01-52 PAGE 4 8/07 ALAIN JAVIER MANRESA MY COMMISSION tt EE068689 EXPIRE$ May 03, 2015 FlarldallotafyServte;; om Prepared by LISSETE RODRIGUEZ Address: LISSETE RODRIGUEZ 1050 EAST 15 ST HIALEAH FL 33010 J4D® CERTIFICATE OF LIABILITY INSURANCE I DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. ITHIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING 1NSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Alliance Insurance Solutions, LLC. c/o Resource Management, Inc. 281 Main Street Fitchburg, MA 01420 INSURED Resource Management, Inc. 281 Main Street Fitchburg MA 01420 ID: (RMI) CONTACT NAME: Jennifer Dodge PHONE (A/C. No. EA): 978 - 343-0045 1 FAX (A/C, No): E-MAIL ADDRESS: idodge@rmi- solution nm INSURER(S) AFFORDING COVERAGE INSURER A: SUNZ Insurance Company INSURER B : Aspen Re - London - Best Rati g °A" INSURER c : Catlin Syndicate - Lloyds - Best Rating "A" INSURER D : Brit Syndicate - Lloyds - Best Rating "A" INSURER E : NAIC # 34762 COVERAGES INSURER F : CERTIFICATE NUMBER: 12160641 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR INSR WVD POLICY NUMBER POLICY EFF POLICY TYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I 1 OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: j 7 POLICY I I JECOT- I I LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS UMBRELLA UAB EXCESS UAB POLICY EXP (MM/DOIYYYY) AAUTTaDULED NON OWNED AUTOS EACH OCCURRENCE LIMITS PREMISES (EaENur ence) MED EXP (Any one person) $ PERSONAL & ADV INJURY GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG COMBINED SINGLE LIMIT (Ea accident) $ $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ DED I RETENTION $ OCCUR CLAIMS -MADE A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below B Workers Compensation C Excess Coverage D EACH OCCURRENCE $ $ AGGREGATE $ $ Y/N N/A WCPE0000005902 1/1/2012 1/1/2013 WC STATU- ✓ I TORY LIMITS E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Coverage provided for all leased employees but not subcontractor of: A & M Hurricane Protection LLC Client Effective Date: 1/1/2012 CERTIFICATE HOLDER 1,000,000 $ 1,000 000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 This is for informational purposes and nothing shall create any right under such reinsurance. 670003 Miami Shores Village 10050 NE 2nd Avenue Miami Shores FL 33138 ACORD 25 (2010/05) CERT NO.: 12160641 Jennifer Dodge CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1/16/2012 6:32:47 AN Page 1 of 1 TO 30Vd r • .• CUMULATIVE SUBSTANTIAL ROVEMENT VERIFICATION WORK SHEET . In ied6040.444. PE . 0.040 4 dmi Sh°r" 010 costs of q provmnts must b momtorf The costs of any it#pi:14yegiciirs,*0#-#K4:#1640 aid or cails'af kanyJ prpoMd niPitiainifnh_liii:14.he Shown on the Workehiet. The' cot of improvements !hug include demolition, raw and fmiiiiitMiteriala (include dune donated), labor (including voluntaef ana ielf- perfbithed),. ceriitthatioli tniPeiNieriift41 *gement, and OVerhivid. and: profie"klist, ofiternsViii costs Of which are to be included ntli:ViellcaalhoieFerieluded is attached for your reference. (A copy or thecoitrat( must be attached) PROPERT;Y:OWER::.,: L-9 1)' 1: : i!Egmg..!#: 27 ADDRESS: 91 (g) 171 . I FOLIO NUMBER: — 3Z.O. 5 - 0 oci —oP.LOOD ZONE: BASE FLOOD ELEVATION: "'IT'ItiEBOARD: EAST OF FL,CCCL: - COST OF PAST nvpitovEivqms:(0.-**ras): • O. COST OF PROPOSED IMPR9VEKENTSky. cs 0-D (ATTAPJR,Q?K9F5cONIWT) ir . . . TOTAL c V1‘*E'COt *9; ypmENTs (past and propo ql sed): . . VALUE OF PRINCIPAL STRUCTURE (nttach apprahal): (:).1.:3 OWNERS SIGNATURE: PLANREVIEWER: , • DATE: PLAN SIGNATURE: DATE: ' • • REVIEWER mininlanJ VSIl OISOMSOE TE:Ii ZIE3/G0/60 SUBSTANTIAL IMPROVEMENT'', DAMAWE LIST (NOTE: THIS LIST IS INTENDED FOR ouirAorgywilAlp ONOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALifttir, INCLUDING • , • Foundations Spread footing, Continuous .f Ong,. ..4100.0.:10.0009.; 4.1.41..6.01th ft.00.4.• • :.44■?ateg• •W,44 ifl9ii,i4.16£1; . .mralls,-Sbeac walls . • Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist . Windows/Doors `" : • . ;;. AU BUILDING ELEMENTS, INCLUDING Interior Partitions,.Walls, Columns • Drywall, Ceilings. Built-in Furniture, •Cabinets, Vanities All Fixtures, , Flooring, Tile, daiPet, Starts, Linoleum, ect. Ali Finishes including Drywall, Paint. Stucco Raster, Paneling, Tite, Marble, and Moldings Roofing Material. . . ALL HARDWARE AU UTILITY and SERVICE EQUIPMENT _,•: HVAC Electrical System and Equipment Plumbing System and Equipment Security.System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners/Filtration Created on June 2009 10 39Vd 3WILIWIJ VSI1 • • ••• .1.4 • ••••• • •••• • ...••••••••••••••.• All Labor and other costs associated with 'Pen:idift*:13.060.00; R006164; . PS011:rgib '..0.1e510440t.• Compdets • . . ,AtrgOicn .014(1900mi i:SuPeriii,in Overhead .andProlit . Equivalent cost for. • •.: ..• . Donated Materials Volunteer Libor (inclutlingrOwners and friends) Any Improvements Beyond Pre:Itlarn— eged Condltion, including; Utility Upgrades Code Upgrades ITEMS TO 'BE EIC91.,,Up,D. ; . 3,„ , • Plans and Specifications • Surmer.Pciata•-...,.. • . Elevation Certificate Costs Permit fees Debliti,Reino■iar“; •*••••!) • ' Items notionaidifiredid'be 'REAL •Pididerty Rugs, Furniture, Refrigerator, , PF4.t. ROW . 1 . OtitbidelnriproViiinanta,'Inciutling; Landscaping .)... • '• 1 •• Patios Fences Yard lights Sheds Gazebos. Irrigation Pool OTGOZOBSOC CE:TI 31OZ/G0/60 �I,V vY t 'r„ 'lir�1 la �1 )! in 'i' + : ir.tu�idr,r lr. t '` ''': rl (L„i' !i'''''' 1111�r.1'�ti�11((>V} Ii ��l(pf�� ti i; �, 'Y yll' ,ii,l Folio 11-3205- 009 -0520 it 'qp rJt ddress;i: ' 9787 NE 13 AVE Owner Names) + ANGELA NAPOLITANO TR mtaii.a¢,c;,;; ;;::;' : =" iz :: ° : '`', 1521 NW 165 ST MIAMI FL 33169 -5500 Primary Zone 1700 SOL FAMILY - 4001 SQFT & O#i:'I%idp , 4' ' `.: •'?, 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 4/4/0 Simi'.' . ^,, 550,000 / 51,319,668 Living units 1 ;AtIR ..QQQt d @: 5,267 Lot Size 28,047 50 FT Y L ...._It:; „ 1951 Legal Description lli±y4, 1 W 'Sl ril 1'I +'RN ;r .B I t i' "�� EARLETON SHORES LOTS 78,8 $LK4 LOT SIDE 186.980 X OR 16863 -2142 07951 OR 16863 -2142 0795 ,P "' t � e. / `';P',, r id rl fl it ;1` PB 43.80 150 00 15 )r -1 t 4�1 R l �Ei;;�','Lti ;' ?'�I�� ii'; Current Previous Year 2012 2011 1,4iIis1iYa tile. $1,345,914 $1,608,772 Building Value $704,733 $708,842 :Mf�rtSf lolufi• "' .. "v ; $2,050,647 $2,317,614 Assessed Value $1,389,698 $1,329,775 i..."16.18.1: S� fur( tfI t : i r ir ja „;Iii l ' ON Ili` ;{ ; r1 I z rr rIi : Current Previous Year 2012 2011 I -;f: ': Hq►iaitia ead'":, .,, $25,000 525,000 2nd Homestead $25,000 525,000 Yitti i*.9..(t #, .10;`: r, , $0 Civilian Disability $0 50 YlltdiiVi4 i. i i; :''; $0 50 Olaelanwr. MIAMI•DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser AMlal Photography 2010 till 111. 1'W ' tpia, T l ''it'Ivig`IIF N Nov, Y i 1 - ger Current Previous Year 2012 2011 Exemption/Taxable Exem ion/Taxablo o4At�r,v" • 550,000 / 51,319,668 550,000151,279,775 1pgy;{aq,; :'' , ; ,;, : $25,000 / 51,344,668 $25,000 / 51,304,776 City 550,000 / 51,319,668 550,000 / 51,279,776 Regional U = L P. tr ij 550,000 / 51,319,668 lt ! %11 '� 7•} 1 L 550,000 / $1,279,775 LUdlNSI Date Amount Recording Qualification Code Book -Page 7/1995 560.0,000 16863 -2142 Sales which are qualified The Office of the Property Appraiser and Miami -nape County are continually editing and updating tau tax roll and GIS data to whet the leteat property information and GIS positional accuracy. No warranties, expressed or implied. are provided for data and the positional or thematic accuracy of the data herein, its use, or its Interpretation. Although INS wobsitu Is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's Systems Of record. The Property Appraiser and MlamI•Dade County assumes no (lability either for any errors, omissions, or Inaccuracies In tha'InformaUOn provided regardless of ate cause of such or for any decision made, action taken, or action not taken by the user In reliance upon any Information provided herein. See Miami -Dade County full disclaimer and User Agreement at hI tp:/I www. mfamidade ,gov1nto/disciatmeaesp. Property Information Inquiries, comments, and suggestions email: pewebmall @mIernidadb•gee GIS inquiries. comments. and suggestions email: gislglmiemidade.gov TO 39dd Genoratod on: Tuesday, Septarnber 04.2012 3df11INmfld tiSI1 0 t90388S0E b£ : T t 3103/90/60 Miami Shores Village Building Departmen 10050':$.E :2nd'Auenue Miami Shores; =Florldi3 33138 •:Tel: (305)105:2204 ''Faio=(305.) 7"56:8912 Several' properties in. Miami. Shores Village• are located in: a Special' Special"FloodHazard Aree4SFHA asdotermirretby the1Flood1nSursriteltateMadIFIRM)s DeGefopm�nf iii a SFFIA{euWs': ' special•attentiorrto.,helpprotect :life=and property? in. theunfortunate •event:oi~efloodAtiac tk ShoresiViillageFloodi Damage- Prevention• Ordinance requires• thatthe.Building•.Department.. determine if a structure will be "Substantially Improved" prior to Issuing any. perm tsifer improvernentor repair-1.' • "Substantial improvemeni" •is' defined in: Miami. Shores'• Village Flood Darnage‘Prevention: • Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which•equals -or exceeds 50 percent:of the market vajue:ofithe structure•befor.•e the "start •of 'construrtion7. of the improvernent..-This ternt':includes structures that haveincurred • • ' • . "substantial'•d. imege" regardless: of•the actuarrepair,workiperform'ee• . ° ... •m.: • '• • Thestarting:tatette determirie•cumulative costs:will;be4•Vmonths prior•tothe'issuance#'of any permit :under consideration: All futura wark•cbnsidered'would requite :'appropriate,'appt;avalsprior totonstruction.,Alt eumulative'costs will' bare =evaluated'at.the.time'the permits°areissued: Q: ` Wh X' wa'sthe 509Aifigure• chosen• as the substantial' improvement tlwesheld? • • A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and, 2).:! allowi+ nwatrrreturesldbelidcrprovedia►•'aoy.fashioit: withoutregard fa'tlre hazand'pr+e'sent ::In they frrkalternative there4s•yootential for causing c ' • hardship: to:those whdlie a located in.a-:SFHA withoutknowledge'•of the risk :beeause'the• : • structure constructed•pi0f to the designation. of.the area ,as tlood',prone:+:These individual could d't improve.`thei, structures••-as damage.or• age••to'nt-.ribu'ted•foal eir:deteriotatioh:•1TheA. second alferns (ive.'protfides:.narnech: nism.i densurelhatincreaadd '•investmentin:SFblA Witt: receive needed protection: fromlood •risk; 'thus.contrilautiagN to the increased: peril of;life and. ' property:••' Thelfveshold:'is thus•a compromise. at' a:•halfway point: • "Market Value' in Miami ShoresVillage:Flood Damage Prevention Ordinance4s follows:" the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax-assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (le: pool, gazebo etc.) Created on June 2009 TO 39tid 32(flhtN21(ld tiSI1 0L90Z8890£ 8£ :TT ZtOZ/90/60 A:100%011y Improvesi" structure In a Flood Zone must be broughtintp40,014**th ghciregVillage Floodbernage Prevention Ordinance for new!honStNe310..Vileliieians a residential: structure must be elevated to or above the level of the 100-yeiark,Ortaiellood and a commercial structure must be effectively "flood proofed" and meet other-apptiCable. requiremants....These regulations are based upon the Federal Emergency Agency (FEMArrequirements and affect your flood insurance costs. Existing realtlihtekstnictures can be "substantially improved" by interior renovations or new additions or other Improvements. EXAM BLE:.: In: order to.determine whether project would ba classified ince:market va lye TortheliulkfinViciedsloterdetermlne7c1711;tis. • value Is1oundontheofficia1 tax assess° es-carctfortne• propertyor may -be Obtained br,a=r licensetproperlyapprafseGThat number isrthertidividedby-2 tci-deterrnine the Substantial, improvement:threshold, • '• ". • .• - • ••• i• • - ". Therefore, a home with a market value of $100,000.00 could have no moreAharti.$50.000•••worth of new construction/renovations and/or repairs before the house would have to be elevated above:the-100 year base flood elevation as:shown. on the ,Flood insurencellateltvlaps.. • • ..• • It Is. theresponsIbility otthelEluilding:De.partment staff to ensurepthat the merketvaluerestimates are aocuratesndtheccistestimatereflects.theactual costs to.fUlly repaihttiedamag.sand•Make any other Improvements to the structure. Thastaff:requiresithatthe permit applicentor•OWner of the building,supply the. proposed constructio.n . cost estimate,. or contractor's: contract tavake •hsdatermination,..Thestaff-thenuses the lates•.Weans-Square Foot-CostsF-and ."Means::?;f •-. ConstructionCost. Data bookstwdeterrntne the ecouracy.et the .estirnate.,Theseare nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustmentvrates.to•handle the varying. construction costsIthroUghout the country:... 0: Whatshouldfbalociudeditt azontractorYs. estimate?. . . ...• • • • • .• • ..• • A: Basica/ix:0e 0*i/ems, that-arenotinClud.ealri-lhe cast inclUdeplans,, specificatIonsi surveys and perrnitleeeAll-materials4hat. are permanentlyapar tot theistructure• should be.- indude.d-dn_thecostiestimate.!Thesaitems includekbut aro nct.limitergoavindowudoors,p,, • hardwood flooris,;waltto.wall.carpeting,k0heetr.ock,. lumber; roofingmatariali footingskiVingsr kitchen4babinetsandzounter:tope,, bathroom: vanitieeptiling,:plumbing•fixtures; ne.witurnaces;.hot water heaters, heatingend aircondltioning systems,. electrical woricanCabor; .Theicost Of all • materials involved in new construction: or replacing and restoring .estruCtUreto• itanre-datnaged condition must be incJuded. Even if volunteer labor or self-labor Is used, It must be estimated based on mininiutrkhour wage scales for thetypeoficonstructlon. work:that:1s done:: • • Created on June 2009 TO 39Vd . • . .,`• • 381111Neld VSI1 OTG068890E GO:TT Z1OZ/G0/60 Permit No: 12 -1638 Job Name: September 6, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide product approval from the State of Florida or Miami Dade for the roll down shutters. 2) Provide an electrical permit for the electric work before theshutter permit can be issued. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 A & M HURRICANE PROTECTION Manufacturer-Sales-Installation-Licensed and Insured 1050E 15 ST, HiALEAH FL, 33010 Phone: (305) 885 -0678 Fax: (305) 882 -0510 ANGELO ANGELO NAPOLITANO 9767 NE 13 AVE MIAMI, FL Salesman: JOSE CABALLERO Estimate No.: 1579 Color: WHITE Type: PANELS Home Phone: (305) 915 -6630 Cell Phone: Fax: We propose to furnish labor and materials to install accordion type shutters at the following masonry openings: Line Number Window Types Opening 1 SINGLE DOOR 2 FRONT DOOR 3 WINDOW 4 WINDOW 5 WINDOW 6 WINDOW 7 SINGLE DOOR 8 SINGLE DOOR 9 SINGLE DOOR J� W HT 31 x 81 67 x 83 21 x 39 38x52 38x52 38 x 52 36 x 82 37 x 81 35 x 82 A & M HURRICANE PROTECTION will process the permit for the Homeowner. The total amount for the openings quoted above including the processing fee is: $2,847.00 Tentative installation time is 2 week(s) from the permit approval from the city. Price is valid for thirty (30) days from the date of this proposal. Now offering: No Payment until job is completed DOOR # 1 IN ELECTRIC ROLL DOWN , ELECTRIC WORK NOT INCLUDED, OPENINGS 2, 3, 4, 5, 6, 7, 8, & 9 IN ALUMINUN PANELS, 4 OPENING WITH WHITE TRACKS & 4 SIDE TO SIDE WITH BOLT ALL DADE COUNTY APROVED There will be a 3% charge for using a credit card ALL O A & M HURRICANE PROTECTION Accepted by: Page 1 of 1 (8) 37 X 8 ECE1VE OCT 0 it 2012 (7) 36 X 82 ALUMINUM PANELS 1 ALUMINUM PANELS (9) 35 X 82 _ALUMINUM PANELS ELECTRICAL ROLL DOWN SINGLE DOOR MEAN OF EGRESS t- I (1) 31 X 81 OPENING #1 IS CO_VERED4NO*SaldW111....11.014 DOWN AND THE REST OF HE HOUSE IS COVERED IN ALUMINUM PANELS FOLIO NUMBER: 11-3205-009-0520 MEAN ROOF HEIGHT: 15" DESIGN WIND LOAD: 175 MPH +40.4 -43.8 ANGELO NAPOLITANO 9767 NE 13 AVE, MIAMI FL 33169 FRONT DOOR ALUMINUM PANELS (2) 67 X 83 ALUMINUM PANELS (3) 21 X 39 (4) 38 X 52 (5) 38 X 52. (6) 38 X 52 RAMMS E X'' ", G1NEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls). Positive Pressures . Exposure C For the .175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30. 40 50 60 1.00 0.95 0.92 . 0.89 0.88 0.86 15 40.4. ) 38.5 37.5 36.7 36A 35.7 ' 20 42.7 '40.8 39.7 38.9 , 38.3 37.8 25 '44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 = Walls) Negative Pressures Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square; Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 60 -43.8_ -42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 - 44.4 -43.3 -42.5 , - 41.9 -41.4 25 - 48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1. - 49.1 - 48.4 -47.8 50 -56.2 -53.8 - 52.5 -51.5 -50.7 -50.1 60 -58.2 - 55.8'" -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Effective Wind Area (or, Tributary Area) in Square Feet Heighfi (Maximum) 10 20 30 - " 40 50 60 .-140 A:40 . ' -1.29 -1.23 -1.19 • -1.1 -1.13 1.5 . -54.1 -50..4 . - 48.3 - 46.8 -45.6 . -44.7. 20 -57.2 - 53.4,, . • -51.1 -49.5 ' ' -48.3 '-47.3 ' 25 -59.8 -55.8 .. • -53.4 . -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 Q '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 - 71.9 -_ -, -67.0 -64.2 -62.2 -60.6 -59.,, 1 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s but not Iess.than 4% of least horizontal dimension or 3 ft. (h = mean roof height in NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R RECEIVED SEP 0 4 2012 (7) 36 X 82 (8) 37X81 (9) 35 X 82 1 ALUMINUM PANELS FOLIO NUMBER: 11- 3205 -009 -0520 MEAN ROOF HEIGHT: 15" DESIGN WIND LOAD: 175 MPH +40.4 -43.8 ALUMINUM PANELS ANGELO NAPOLITANO JALUMINUM PANELS ELECTRICAL ROLL DOWN SINGLE DOOR _MEAN OF EGRESS (1) 31X81 OPENING #1 IS COVERED IN ELE AND THE REST OF THE HOUSE I ALUMINUM PANELS 9767 NE 13 AVE, MIAMI FL 33169 FRONT DOOR ALUMINUM PANELS (2) • (4) 67X83 ` 38X52 (5) (3) 38 X 52. (6) 21X39 38X52 ALUMINUM PANELS B !VISION 11'A11HED (036 APPRO \ED 7ONNG DE' F,L DG DEPT 0C_ TATE AND ASSAT SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official, We are the Florida Building Code (FBC) product approval holder for: • ASSA — 40 & 60mm BERTHATM Roll Shutter • FBC Approval FL400-R4 Drawing#11 -210 (HVHZ) This letter authorizes 1Y1C 1� - to install our above mentioned product and use the ASSA FBC Product Approvals, as needed. °\11 fl 12) oU-e w L f ofyl1 421 In?a1 Cg Sincerely, / y ' od guez cretary American Shutter Systems Association, Inc. American Shutter Systems Association 4268 Westroads Dr., West Palm Beach, FL 33407 Toll Free Number (877) 999 -ASSA Fax: (561) 209 -8380 www.amshutter.orc info(amshutter.orq Eastern Metal Supply, Inc. Quality Shapes In Aluminum SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official: We are the Miami -Dade County Notice of Acceptance holder for: o .050" Solid Bertha Aluminum Storm Panels Shutter OA# 12- 0209.06) i tCle This letter authorizes ' f ; (j, 'PR, to use of our .050" Solid Bertha Aluminum Storm Panel approved under Miami -Dade County Notice of Acceptance (NOA) number 12- 0209.06 at the following job: q-ion l?J CO_ - ?9', kpcl Sincerely, )Lti4./U Gene Buschmann Greg Weekes Secretary/ Treasurer or Vice President Eastern Metal Supply, Inc. Eastern Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade County Notice of Acceptance. FLORIDA NORTH CAROLINA TEXAS MISSOURI 3600 23"' Avenue South 2925 Stewart Creek Blvd. 9400 Telge Road 4750 Earth City Exprwy Lake Worth, FL 33461 Charlotte, NC 28216 Houston, TX 77095 Earth City, MO 63045 800 432 2204 800 343 8154 800 996 6061 888 822 6061 561 588 4780 Fax 704 391 2267 Fax 281 656 2297 Fax 314 344 3349 Fax www.easternmetaLcom emsfl@worldnet.att.net DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 22622111.1OthiaggegkakUng 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 PERA - 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. PERA 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: 0.050" Solid Bertha Aluminum Storm Panels Shutter I APPROVAL DOCUMENT: Drawing No. 11 -117, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, and 1 of 15, prepared by Tilteco, Inc., last revision #1 dated November 15, 2011, signed and sealed by Walter A. Tillit Jr., P.E. on November 23, 2011, bearing Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact 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 revises NOA # 08- 0623.06 and consists of this page 1, evidence submitted pages E -1, E -2, E-3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by I II limy A. Makar, P.E., M.S. GIP (1;17J ;-T • U.x,� 1 APPROVED 05/1e/2 on, NOA No. 12-0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 pagan Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEI! 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96- 1203.08 A. DRAWINGS 1. Drawing Number 96 -331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. 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 American Test Lab of South Florida, Test Report No. ATL #1022.01 -96 dated 11/08/96, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations for revised anchor schedule, dated 05/02/97, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 01/23/96, for Aluminum Alloy 5052 -H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0817.16 A. DRAWINGS 1. Drawing No. 98 -172, titled "0.050" Bertha Storm Panel", prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05/28/98, with chemical composition and mechanical properties of the 3004 -H34 Aluminum Alloy panel. E -1 /14kad* A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 Eastern Metal Sunni% Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##00- 0602.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##01- 0516.06 A. DRAWINGS 1. Drawing No. 01 -058, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202 -94 2) Large Missile Impact Test per SFBC, PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked - -up drawings and installation diagram of 0.050" Solid Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report No. 0221.01 -01, dated 05/02/01, signed and sealed by Henry Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 10/12/01, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 02/04/02, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor Analysis, dated 09/10/01, pages 1 through 53, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certvd Inspection Report of coils, dated 04/24/01, for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical properties. 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 1CM-384, dated 03/26/01, signed and sealed by frank Grate, P.E. E -2 ff NW A. Makar, P.R., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 Eastern Metal Sum)ly, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0707.02 A. DRAWINGS 1. Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01 -058 are the general notes #1 & #11 to reference the Florida Building Code and the ASCE 7 -98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0926.03 A. DRAWINGS 1. Drawing No. 05 -073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 04/25/2005, last revision #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01 -05, dated September 15, 2005, signed and sealed by William R Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, lnc., signed and sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M-926, dated September 20, 2005, tested per ASTME8 -93, signed and sealed by Frank Grate, P.E. E -3 41/(/ y A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0209.06 Expiration Date: 08/07/2013 Approval Date: 0S/10/2012 Eastern Metal Sumly, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08- 0623.06 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. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 11 -117, titled " 0.050" Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, and lA of 15, prepared by Tilteco, Inc., last revision #1 dated November 15, 2011, signed and sealed by Walter A. Tillit Jr., P.E. on November 23, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter from Tilteco, Inc., dated January 13, 2012, signed and sealed by Walter A. Tillit Jr., P. E, stating that the drawing number 11 -117 is in compliance with the 2010 Edition of the Florida Building Code. E -4 ilt-/(ali a./o■ > . A. Makar, PE. Y > M.S. PERA, Product Control Unit Supervisor NOA No. 12- 0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 SENiernagia 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUM ENT ( PAD.) MS 9£771 MEWED FUR COMPLIANCE 15 ACCORDANCE WDN THE 2007 & 2010 EDSONS OF THE FLORIDA wawa CODE DESIGN YARD LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF 771E ABOVE MENTIONED CODES, WINO .4596 7-05 STANDARD FOR INSTALLATIONS LSIDER 2007 FBC & ASCE 7 -70 FOR OL5TALIAITOMS UNDER 2010 FMC AND SHALL PAW NOT EXCEED THE MIXDRIM (RSA) 0t ,N PRESSURE RAINES INDICATED ON SHEETS 9 TIM 18. • fbe LpIM p W1L y �& e7/ TW/ (��J N ORDER 70 56 9) THAT COMPONENTS AND ANCHORS ON THIS AAA AS TESTED WERE NOT OVER STRESSED, A ATE NIRFASE IN ALLOWABLE STRESS FOR WINO LOADS WAS .22)7 LISED IN THER 8.54LA5Y£ FASTENERS SPACAS 7O WOOD HAS BEEN DSTERMJNEO 21 ACCORDANCE WHIN N.D.& 2 STORM MAYAS ADEQUACY FOR ABOVE MENTI7 VEO'COD6 AS PER �TI. REPORTS 1022.01-Q1, 0221.01- AND 0818.09-05, AS ASS ACCORDANCE WITH 1719 -2018 7764 -202 AND 7119--907, 2. ALL ALUMNI& SHEET METAL meas. SHALL HAVE 5052 -H32 OR 3004 -434 ALLOY. .E ALL A LBINUM EXTRUSIONS SHALL. BE ALUMNI& ASSOCIATION 800-75 ALLOY & TEMPER UNLESS OTHERWISE NOM A ALL SCREWS TO BE STALALESS STEEL 304 0R 318 AS1 SEIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER AN 50018 W/ 80 doI YEW STRENGTH AND SO Led name smarm AND SHALL COMPLY W/ FRC SECTION 2411,2174. U7 80473 TO BE ASTE1 .4- 307 GALVANIZED SEEL OR AM 304 SERIES STAINLESS STEEL, WAN 35 Jm1 NNWILIM Y1EL0 sworn. Q AN4WQR5 f0 WALL SHALL RE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (- l/4° 0 DAPOON SRS AS MANUFACTURED 07 LTA BLILDEX (REGULAR OR 410 la.) - 1/4"0 CRETE-FLEX 554 ANCHORS AS 1AAM1FACTUREO BY TACO CONSTRUCTION IROM.'IS - 1/4' OE TAP- BRIP-ANCHORS- (N31712101.19-4105), AS MANUFA01URE0 BY-TRU FAST G'O R4ADAC - 1/4° 0 RAMC AMEN ANCHORS AS M4NUFACTURED_BY'POWER FASTENERS, Pia - 1/4' 0 x 7/B" CALK-vi ANCHORS OR ECCO male & Tomelo rymW7744 6" AS NMIUF9C1L18E0 EY.POWER 7.45175274 JNO AO SCA CONSTRUCTION-PRODUCTS, RERIff17ry5Y, - 1/4° 0 x 3/4' ALL POSTS 50710.527 ANCHORS AS DISTRIBUTED BY ALL PONES SCREW BOLT & SPECIALTY COMPANY. 19N0N197 EMBEDMENT INTO POTS & CONCRETE OF TAPDON ANCHORS 0R-CREE' -FLEX 554 IS 1 3/41 FOR ZAM40 NABS ANOHIMS IS 1 3/B1 FOR ram mama ANCHQR8 IS 13/4; AND FDR C7 TAP -GRIP ANCHORS IS 1 1/41 77 .4.2) ERMITIED." 1� SCREWS USED SHALL 1$E Y1 MINIMUM SNOULo STUCCO DUST AND 7' MINIMUL/T FOR was WITH NO STUCCO. A3) ~At EMBEDMENT OF 1/4°0 it .1/4' ALL POINTS SOLID -SET ANSO 5 SNAIL BE 7/8' 2470 THE POURED CONCRETE NO ENBE7IMEVT 7170 STUCCO SHALL DE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL RE 1 1/2° LOIS MINIMUM SHOULD STUCCO 5551 AND l• MSIMl2A FOR WALLS WITH NO STUCCO. A4) IN CASE ITEM PRECAST STONE PRECAST 00NOREIE PANELS, OR PAWS 'S 82 FOUND ON THE MINN W41LL OR nom ANCHORS SHALL BE LOND MOW7N1 TO REACH 771E MALI STRUCTURE WEND SUCH PANELS. ANCHOPomar SHALL BE AS N094TE0 ON NOTES A1) & 42) ABOVE; (8) TO DORMS CONCRETE BLOCK WALL: - 7/4° 0 TAPCOV ANCHORS AS MMIUFA0 URED BY LEW. BUILDER. (REOL¢AR CIS 410 SS) - 1/4° 0 CRETE -FLEX 5'154 ANCHORS AS MANUFAO1URE0 BY EL(0 CMNSTIRUCTION m0071075 - 1/4' 0 CF TAP -DRIP ANCHORS O&M STD -CON), AS MAA12IF%Cf/RED BY TRU -FAST CDRPDAAT709 - 1/4° 0 5AMAC NABS ANOINTS AS MANUFACTURED BY jj11111 j_,_ - 1/4° 0 x 7 CALK --24 ANCHORS OR 13.00 mans & 1em FANEZMATE° MANUFACTURED 111 ,, ansmucmom mamma RESPECTIVELY. - B/F'D8. o 3 ALL PONS �1D-SSEr AAS U �,r, BOLD .6 VICAR' COMPANY. �M.�� C e rd, V No.o.441167 \ *. 5� NOTES: al) LONNUM ESIBEDME'NT OF TAP0ON, ELCO PANELMATE CF TAP -IJF/P AND CRETE -FLEX SS4 ANCHORS INTO OONCAE75 BLOCK LINT SHALL BE 1 1/4'; 13/8° FOR ZODIAC NAIIN ANCHORS 8.2) 7/8" CALK -!N MANORS SHALL BE ENTIRELY EMBEDDED 570 THE 00902215 BLOCK UA7T. NO fMREDMRNT 2110 SACC0 SHALL BE P9ENMITTED, 1/4°0 -20 SCREWS USED SHALL BE I 1 /2° L0N0 SWUM SHOULD STUCCO EXIST, AND 1' WNW FOR WALLS WITH NO B.3) MINIMUM £MBEDM£NT OF 1/4°0 x 3/4° ALL PON75 SOLED -967 ANCHORS SHALL BE 7 /8' INTO THE CONCRETE BLOCK, NO EMBEDMENT NTO STUCCO SHALL BE PERMA760. 1/4° 0 -20 88.15 WHEW SCREW USED SHALL 13E 1 1/2° LONG WINNM 4107ID STUCCO EXIST, .450 1' WNW FOR WALLS WITH 90 au= B4)-8l CAS' THAT PRECAST STONE -0R PRECAST CONCRETE PAN IS BE FOUND ON THE EXISRN0 WALL, ANCHORS STALL E LONG MOUNT 0 REACH THE MAIN- STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES S B.1)-AND B ?) ABOVE - (C) ANCHORS SHALL or OSTRLLID FOLLOWS& ALL OF THE arcommammoms AND SPECIFICATIONS OF THE ANCHORS MANUFACR/RER, 7. PANELS MAY 41. 50 BE INSTALLED HORIZONTALLY 70LL0WNG INSTALLATION OEfSLB SHOWN ON SECTIONS I TIM 18 (SHEET 3 & 7 OF IS) EXCEPT ;NAT HEADERS 2, 3 & 4 BULL NOT BE USED. & IT SHALL 8E RE RESPONSIBILITY OF Off CONTRACTOR TO VERIFY 776579062077127770017152777506417/775915 70 B£ - ATTACHED TO WINE PROPER AM NO9495 INS SHUTTER SHALL ONLY LIE ATTACHED TO CONCRETE, BLOCK 0R WOOD FRAME 8WLOINOS 9. THE INSTALLATION CONTRACTOR IS TO SEAL/0111111 ALL MUM COMPONENT WOES (7711011 REMAIN N CONTINUOUS CONTACT WITH 171E BUIL= TO PREVENT WND/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND TELL LENOR E l0 510RLE PANE. INSTALLATION SHALL COMPLY WIT/ SPECS NNAM0 N TIM DRAWING PLUS ANY BUREAU AND ZM1POf0 77(07/ ATIONS PROVIDED BY 771E JN@5MCT70N WHERE PERMIT IS APPLIED 70. 11 VrI SITE` 9PECIf70 DUCT APPROVAL . 7771 THE (A.D. PAP ED BY -FROM 94 GENERIC DOES . PRONDE'81FORMATTAP'EbR (5) 901ITRm70R 70 BE RE3mmNSIBLE FOR THE ESEL£6009. PURCUTASE AND INSTALLATION MUM LIFE &VETT OF TITS PRODUCT BASED ON INNS PAD. PROVIDED HE /SHE DOES NOT MATE FROM THE CONDITIONS DETAILED '0N TIM DOCUMENT...CANS1RUC00N SAFE7Y -AT SITE LS THE CONTRACTOR "RESPONS188J7? 41 THIS-PRODUCT APPROVAL DOCUMENT-KILL BE CONSIDERED INVALID IF-MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PROMS) BY A FLORIDA 920121FRID 62084559 OR ARMITECT WHEN WILL MOOSE ISE PAD E RECORD REC R R, )4917 C AS A PROJECT AND WHO WILL DELEGATED 271 70 REP A RESPONSIBLE tN R SHALL sumer TO TIES LATTER THE SITE 8PE47FIC DRAWINGS FOR RENEW. TINA INNS PAA SHALL REAR THE DATE AND ORIGINAL SEAL ALA SMARM OF THE PROFESS/0NAL ENO,INEER OF RECORD NV PREPARED /T. ►2 SHINER MAN'UFAOTURE 5 IABE. SHALL RE PLACID ON A READILY AND WS1BLE LOCATION AT PANEL ONE LABEL SHALL 91 PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOW& EASTERN METAL SUPPLY, ENO. 'WEST PALO 857071 E1 MIAA I -DADE mom PRODUCT 00212701. APPROVED. IL E C O lNC. W4L18RA MUT 46 P.E ::LLmwBGG1/ Da 9 44187 FLORIDA DUI1DNG CODE (High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL I EASTERN METAL SUPPLY, INC. 1I � �l07 83 1, 77/12/71 11 -117 194200 lie 294224 1 5115 111 r9' noel M7,) 2.125•- 1-1e710-1-8txr-I AWMIILW PANE[ a04E, 1/4•- ,- ®3" ANGLE SUMO OUT BRACKET SOS, e/e° =1• MINI WALL 1.75 "xO.1132" ANGLE WITH STUD sale vr.V' LEO LOCOS& KEY MOLE AT PAWL 9.119- (mac Wes,) 4909' WEEMS )-1 4aY— i�LB00' I-2, 125•-1 ALUMINUM .HALF PANEL scar, vv. ,• 1 1 /4° MAX. B. O. jaw f0 2 "x5" MAX.}rV/B" ANOIX W/TN STUD SIDSID ROUND HOLE AT PANEL (OPTION To I2) COMPONENTS © a3 " Mau. "U" BUILD OUT Saar, 4/r t• ® REVERSED "F" ANOLE TRACI( ® "P TRACK AN( S0aE, Ale -,• 0) IWO HOLES AT TOP-1,AS airliaga1 FOR s1 /4 . SCIRS4 TAMILS SCALE, OAP -,- 12• 14' I 1' 3 /16 "x7 °X14" LONO WALL FLAB sawe/fe' -,' Ana 0•�1111luEUOs L 1e 1 0C4r ® ° . -, 11 y1 • ND. 44187 ® "U" HEADliR SCRS, AP - 1' 870' OR .06" .09J" DETAIL It STUD 7/ VIE CAST 2wc Ntc1Et PMIOO W770 NM PRODUCrRavissti Build with FTarrT� Acceptance . ,,o, 06 ........._- Date0 J3 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) / IL EC0INC. TWAT s 0401NEESPOS 4W7� CpONTI aSerenm°, 1ev. (.we1m-mn 0 � E FIONA 114. 0.050° BERTHA ALUMINUM STORM PANEL. L O,/A2 IMAM 9r, EASTERN METAL SUPPLY, INC. 4207 WESWOMIS as WEST PALM 02777 FL 11407 r1 /l3/11 DATE t1m 011-078 1/10/1 a 11 -117 a2AW47O No -1037 U OF 65 TOP TRACK (SEE -COMPONENTS, SHEET IA OF 15) STORM PANEL TYPICAL ELEVATION T Min. 80T7DM TRACK (SEE COMPONENTS, SHEET IA. OF 15) rte•: 1/G 7 ' 1/4° Max. GAP U 1/4" Max. 3> . It . \ _ N ___ 1j;th9 SECTION A -A SCALE : 1 /8' a 1' PRODUCT REVISED et/ (001141/4 with tbe Maids Buttcling Cade Acceptor= No , 0 Dam i '3 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL IL E C O INC. .� T � COMPANY IMAM f Mf6 E 7 EASTERN METAL SUPPLY, INC. WNW WES1ROADS DE NEST PALM DEW FL .73407 as eo DRAWN BY: Iv/t$ /f, 17 -117 awe Nt CONCRETE I I' rI' ANCHORS (SEE SCHEDULE) I 1 I I�r1 0 0 0 0 0 0 r�- �- �--- r- r-• i- r- -r-T- �- �---r- r-�- �'- -rT-�-r --r- r- r�-'- r- r---• r'_' r -r-*-�--- r-r- r-r-r- r-r-r-'r -r-r �� fiCi TYP. ti ti ' ►1' I °_I }^3 CONCRETE ANCHORS (SEE SCHEDULE) M?x. STORM PANEL TYPICAL ELEVATION T Min. 80T7DM TRACK (SEE COMPONENTS, SHEET IA. OF 15) rte•: 1/G 7 ' 1/4° Max. GAP U 1/4" Max. 3> . It . \ _ N ___ 1j;th9 SECTION A -A SCALE : 1 /8' a 1' PRODUCT REVISED et/ (001141/4 with tbe Maids Buttcling Cade Acceptor= No , 0 Dam i '3 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL IL E C O INC. .� T � COMPANY IMAM f Mf6 E 7 EASTERN METAL SUPPLY, INC. WNW WES1ROADS DE NEST PALM DEW FL .73407 as eo DRAWN BY: Iv/t$ /f, 17 -117 awe Nt SECTION 0 ANCHOR coglowcomfm m -max 21L1. / 10/ 1 10 CLASS / _® SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : 3/8• _ 1 • ggi OF SECTION VALIO ALSO FOR OUNT INSTALLATION � (7 ) OLI i / 7 /J/X= f/3"2;. 8070 8NUT' /// CONCRETE ci BLOCK MU /J / f1 CONCRETE WALL MOUNTING INSTALLATION SECTION 2 SCALE : J /B• . , concave ANCHORS \ ma caffeine) POURED MN.. SEPARATION TO &ASS 1 4' 0„-20 r Jr4' CONCRETE on concave 77 BLOCK WALL Id RELINED l ( SCF8INIE) E a - LOSTANCE SEE rteU Ir V OF rs) k Lso LTh 1I BUILD OUT INSTALLATION SECTION 3 scar : J/B• - IVOIE FOR COMBINA7109 OF SECTIONS : WALL 9O7NTNO SECTIONS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. • ,;,eoto�ant ool`,, CONCRETE ANCHORS (SEE SCHEDULE) 70080.D CONCRETE \\\ . 1_� SCHEDULE FOR GLASS ,J CONCRETE di /2 BLOCK WALL 7 OR CONCRETE (21 SCHEDULE) r//4` 7-20 IL — 17/NUT01280.0. -- BUILD OUT INSTALLATION SECTION 4 SC4LE : J /9- < r' PRODUCT' REVISED ea complyinguiththe Florida Banding Code Acceptance No o Date - ggyy�� i , ,411r- �mua o IS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) / IL ECO IMO. \ I7WT name Q trINEER1110 COMPANY WALD: R MOT Jr. � E. 0.050" BERTHA ALUMINUM STORM PANEL 7.8/40 DRAWN 130 EASTERN METAL SUPPLY, INC. 4288 WESTROADS war RUN 7 I(/ro /u DATE 11 -117 OWING No OK In WOW= WI MI6 ft CUM= OM NW 3 OF 18 BUILD OUT INSTALLATION — SECTION 4 SCALE : 3 /e' - t° E D. a LOGE DISTANCE .SIEE'IS 10 & 11 OF r8) NOTE FOR COMSINATION OF' SECTIONS : • WALL/FLOOIVCIEHJNO MDUMao SECTIONS CAN SE COM8lNED N ANY VW TO 5487 ANY 01601LLATIOAL CONCRETE s n \- POUR Coat _lace 5007048E FOR L sieweinav I p Cant �8-� I 71257 ° ////////2/////W////////7 POURED. PECONCRETE CONCRETE ANCHORS (SEE SCHEOLITE) CEILING & FLOOR MOUNTING INSTALLATION — SECTION Q SCALE 3 /8° «1° (721 SW4E8ULE 00n 0r8 1 a ALTERNATE Inv LOCATION Cant J/4' SOUS sv ra. 'Niter I2° 0.Q ...ISEE 80n T� TO &ASS 1 20I GroNCRErEtsvNCtrErE RECARREO CONCRETE ANCHORS SCHEDULE) rr o 2 1'1� 0Lant / / / / / /// CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8° m 1° 11 tttt r,A A0 OR 10INT SOU0 -NT PAMELUTHE TM -f+ POURED CONMETE _lair OR CONESETE BLOCK AWL REWIRED Mtn. SEPARATION / / /// // /// SW CONCRETE BLOCK WAU. 14 POURED REDUIRED CALK -06 OR AU -POINT 20UD=sEr OR E000 and P!) UP-I IP SI WALL MOUNTING INSTALLATION (D. M.) — SECTION R SCALE : 3 /13° a 1° FLORIDA BUILDING CODE (High Wont, Hurricane Zone) /1IL ECO INC. \ 78.0077201,010 3 'L?N6SR' BVO�OMPANr 7e- 0000719 MUER A. TAUT FLORIDA L 44187E 0.050" BER1HA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4010 VES1ROADS LM FL WEST PA MAm =WPm Im � 04-078 ter 034 108/1 I rX. LOA& DRAWN Ent tt/15 /11 DATE 11 -117 80A041O 01. MEET 4 OF 18 COMMIE ANCHORS OE SCHEDULE) POUND CONCRETE atQUBfEO 011.1(--01 02 ALL PONT SOLID-SE. OR ELCO male/Temala PANEC7GTE OR 0fZL4CQ male/femate PATE PLUS 021 I /410-20 *DEEM BOLT OR 0 (q�9W W/1/4"0-20 TRUSSf0AO DOLT + + FOR SPACD10) PONQ URED CO -HALL REQUIRED CONCRETE ANCHORS (SSE SCHEDULE) NJALL MOUNTING INSTALLATION SECTION 9 SCALE : .1/5' _ 1' 8 ft . OS7ATAX SEE SCHEDULE 10 & 11 OF 18) NOTE FOR cOMBu 44noN OF SECTIONS WALL/FL°oR/CEUVO 1101011010 SECTIONS CAN E COMBINED 01 ANY WAY TO SUIT ANY LNSTALUAROM POURED 8022117E 1SEE n. M1 TIO SCHEME TO GLASS 1/4' 0-20 x I' SS.MS. W 7/8°0x3 0 1 0. —V 4 POURED CONCRETE 02 CONCRETE ZROQK WALL REQUIRE° C CUTE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION 10 SC41.2 : 3/0' - I SIDE sL 520 3Aeioro 7Ntac AS PER NOTES A.2 & B2 7) AS PER NOTES A.2 & 022(, °/" OR �fm a >E a male/female PANITIM472 PLUS 14'b -3o ADESG!!!t emr OR (SOE' FOR SPACING)'1 POURED CONCRETE 7/O'b x_3/32" WD((J • 12° 0.G >2 TO 01ASS I WM STUD 0.12' O. 4 1 1 POURED CONCRETE OR CONCRETE REMIXED SCHEDULE) COMMIX Names WALL MOUNTING INSTALLATION SECTION 11 SCALE: 3/5 °m 1- CONr 1-• 6 G —\ RPOURED EO E£. EQ 1-ED \ \ \ \ \ \\ \\ . \ \ \ \\ 1-SEE SCHEDULE FOR 1- HA SWARATION - TO GLASS I 7/8° 0 x 3/32' EVERY WM NW SR/D 0 I2 00 G Conti .l ALTERNAL POURED //7 / / / / / / / / / / /// i // % «22E OF 1 L 1 i ' / ALE MIMEO a 1 CONCRETE Alai= _AL.- / (51E6 SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 12 SCALE: 3/5'= 1° PRODUCT REVISED as complying uremo>ite BaNing Code AseePtmsoNo DEto FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECO INC. \ 77.017 76580g}p.D'�p0 ENOIN 0{O COMPANY 628 aim+eitlit` . DCZNeatmrae MUER A YIN .b. P. 6 F7OMA Us 1 44,87 0.050° BERTHA ALUMINUM STORM PANEL L.C./AG. 57UUx41 IX EASTERN METAL SUPPLY, INC. 4.286 NESTRa40$ OS VOW PAW EOM FL IWO ►1/15/11 a Uri 81 ®6 6 7 I.I/18 /1I 77 -777 OAAe4Um No SIM' 5 OF IS 1/'4'1A.' . PENETRATION TO • CONCRETE MOCK & r TO CONCWETE • ' •'a • o 2' err rer-Ar EWING POURED COMEX OR CONCRL72 mew WAU. RENDERED n ,d28; 0x8• ELCO Inalo TE WAS 400/ORS (SEE SCHEDULE FOR SPACING). L5 ANGLE AS APPUC4BLE SEE SCHEDULE FOR MIn. SEPARATION TO MASS I .. ` 1/4° MDL I. PENETAX77017 70 ancerrE BLOCK ` 1 • & 2• TO CONCRETE 1 . I_-0 SOONG -mil. 1/4° 0 -28 x 3/4' BOLTS W/ 7/80x JAY° WMW/ Kure -L- T2'+O. A ' .. rpfdc_31 POURS) CONCRETE OR CONCRETE BLOCK WALL RED 2' Max. AS APPLICABLE re.rr A 0 3 1/2• ---- -1 met. Dome BRICK NEMER weer Etm ma& (F FOR D): BUILD OUT INSTALLATION SECTION 1$ SCALE ,J /B•- r • E R - IA7ANOE EF'f.4 10 &' 1 / OF 18) MOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SFCT10/45 CAN BE COMBINED Al ANY WAY TO SUIT ANY INS7ALIAAON. conc0EIE ANCT/ORS (err SNEowE) POURED CONCRETE REQUIRED Cont. mass 1 .E 1•.1202x2 RJR �j ARn. SEPARATION 10 CLASS ggV+�4. 0-20 x ,t &SAL& row Ox 11°0 G POMO CONCRETE BLOCK TALL REQUIRED CONCRETE ANCHORS SCHEDULE) Cont. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED Cont. 0YA55 _1 MiMin.' TIC& 10-Ql as DETAIL 2/7 T- 0- 0-20 x 1. 51.265. 2., _7/8°0 x!/JS' waw° A9? 0 t ?• a C. POURED OONCREIE OROR CONCRETE -BLOOf WALL REMAINED CONCRETE AICHORS SCHEME) .378' SECTION 14A SECTION 14$ WALL, MOUNTING INSTALLATION$ SECTIONS 14 scab:' : 3/8• - 1' INSTALLATIONS VALID FOR PANELS® USED VINTLY WITH INTERIORLY REMOVABLE PANELS ( 4�eAp 44I7I Al9 /gg j/ d° oao ��A ° >rs <1 mammy REMWAeLE MELON/ W/ SWEWALII BOLDS D ro &IRO s/ o HOLES AT • 8. 0.O & FASTENED TWO /E�B0LT PRODUCT RIMED ith the Florida /No DMto 0(1 /3 FLORIDA BUILDING CODE (High Velocity HHr'ricane Zone) / IL E� C 0 Inc. \ 121.1T MEMO & 200/NEEDINO COMPANY emx�x xrom. vme a 2i MUER A, Lk # 44117E 0.050° BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4266 NESINOALM R. X WEST PAIN BEAM 07 LO/A0. DRAWN an 11/15/11 OAR 11 -117 DRAM Ma Mt aasxra 1em ®m13 m MST 6 OF 16 CONCRETE ANCHORS E)\ PAREDEDCONCRA7E dSET-SCHEMILE FOR MM. seemnom TO MATS E I _B 1� %/// / / /Y // // / / // // EDGE OF I r / APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ) 1 7/8' O x 3/32' f{ Knower EVERY SRI) it 0 r8' 0.0 ED.— SECTION 15A CEILING & FLOOR MOUNTING SECTIONS 16 SCALE : 3 /8u = 1 .1878' CONCRETE ANCHORS (SE SCHEDULE) POURED CONCRETE REQUIRED EO. ...ISM SCHEDULE _TO GLASS 7/8' 0 x 3/32' EVERY 21q 0 12' 0. C. 1 POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ) SECTION 156 INSTALLATIONS 05Q= t /4' ROLE 0 r as DE►A/L 2 - INSTALL111w» OF I /4-x1' SIDEWALK BOLTS 0 REMOVABLE PANEL SO4 l• t• E R� 4 APPLICABLE INTERJORLY REMOYAME PANO.. 7 W/- S7DEWALK SOLTSJ Ma 2) HOLES AT 0 e RC & 17 AT REAR W 7/81x3/32' WINO NUT o EVERY SIDMIL5 BOLT. CONCRETE ANaiRRS (SEE SCHEDULE ) POUTED CONCAE5 RLi7LARE0 \\\\\\ \\\\\ 1 LSEE SCHEDULE FOR WA SEPARATION 1 TO MASS .-rr 7/8• 0 x 3/32• WINO NUT 0 EVERY 5831 0 12.0. C 044 ctnL ALTERNATE L� LEG 13 N // / //x 1 ////////////ii / POURED CONCRETE Ammons / REQUIRED pa mover I Ea SECTION 16A CONCRETE ANCHORS . (sir SCHEME )\ POURED R \l1- �yE 0. \C_ CONCRETEA �-� - TO GLASS 7/8'-0 x 3/32' WB70 MIT 0 EVERY STUD_ 75 12.0. 0. Cent L -EWE „O,�F�, � ALS:MAW -LEO . u-LM.TION iii /// ///,/////i7 / II I I O CONCREM ANCHOR �u 1 O / MEE ) SECTION 16,E -I CEILING & FLOOR MOUNTING INSTALLATION SECTIONS 1 6 SCALE: 3/8' INSTALLATIONS VALID FOR PANELS Q USED 4, INTLY WITH INTERIORLY REMOVABLE PANELS E R d• CE(�OQE OISDINCE ffer 10 11 OF 18) NOTE FOR COMBINATITM OF SECTIONS : FLOOR/CEAJNC MOUNRMt SEOROAIS CAN BE COMBINED IN ANY WAY TO SUIT ANY OIIS7ALLATIOM 547500NLY REMWASL.E PAMELO% /- SIDEWALK 80C1S1SEE D£/AY 2) 10037771705/V0 HOLES AT V 0 6' 0.0 8 FASTEIED AT REAR W 7/81091572• WINO MR 0 EVERY SIDEWALK BOLT. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ILEC0IN.\ M mos R name b , `:,,.i....� 0 COMPANY e E 000877119 ,mr WALTER A TDI,Y.17 P. E R.4 70. # 44167 0.050' BERTHA ALUMINUM STORM PANEL ta/4.5 DRAWS DA EASTERN METAL SUPPLY, INC 42118 WESTROMM MT PAW 7 11/18/71 DATE WSW gam= 50 Ent r =MM. 0D 04-078 1 /tA/1�1 A I - 11 -11 7 DRAWE40 No STET 7 OF 18 J /4° Mox. OAP MillIKIMAINITALINNAVASIVANC 0 1/4" Max. GAP O (WHOLE) SECTION B -B SCALE : 1 /B° = 1° O BUT NOTCHED EA CORNER BOTTOM AS SHOWN: IPIP.1413/6, 14A/6, 15,166/7 15,16A/7 1//4° -2oxl ° S5. SIDEWALK BOLTS SEE DETAILS 2/7, 2/15. I11II111Y •Ililii,!l�EI!!11 ■IMY ■111 1IP 3° OR ®OR tiO 14B/6, 15,16B/7 CONCRETE ANCHORS (SEE SCHEDULE) 14A/6, 15,1 BA /7 O (WHOLE) 3" N INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVA /0 Y SCALE : 1 /8° - 1° INTERIORLY REMOVABLE -PANEL (D.W/ SIDEWALK BOLTS (SEE DETAI 2/7, 2/14) CONNECTED TO ((J MU 5/914 HOLES AT ®1 '® B° 0.0 & FASTENED AT REAR W/7/13°0x3/32" WING NUT O EVERY �SJIDEWALK BOLT. / IL EC0Inc.p,U\ MUT 71081X0 & OOxil .loin Mx. L1. Hf E 7 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL swPPLY, INC. 42118 1WfSZMOS OR MT FL ®BH 1..o. 1®..1 warm. 1 r I *6-078 N1/14/S .' 4 L.O/A.0. DRAWN BYr 17 /72 /N 6111 11 -117 No star 8 GF' 78 cur POURED °HAALL 81°a` 0 rONCCRET ANCHORS 2° x 4' x 125' 3105404 C -78 ALLOY CASE A (Plan) SCALE 1/4° = 1° gracrimar 810! WAU REQUIRED 2' x 3' x .083' 3105 H -14 OR 8063 -78 ALLOY conk Alien. ANGLE went ANCHORS o 72° a -a 1 ©°FC 0R® \ QQB OROORO0R® °R OCR® 714.0 801? w/ CASE B .(Plan.) SCALE 1/4° = 7° 4° x 4° x .072° 3105 -1114 OR 8083 -18 ALLOY Cant Aeon. ANGLE RCP PANEL a 1/4' GAP CASE D (Plan) SCALE 1/4° = 7° 7RUENtaCRETEITLOCK MILL- REQUIRED ° NA CONCRETE ANCHORS Y 05 12'--0. ..,. o Y• -a a Y' x 2' x .055' 7O 2' x 5' x .055' Conk Akan. MOLE OR 050° 3105 -11154 SHEET METAL Atom. 500 PLA7E POURED CONCRETE OR 00110297E BLOCK WALL REQUIRED ALTERNATE LEO COMMON MMUS SO. A. PREP' MONO w (o.sJ..) Max. PANEL LENGTH L hk) (SEE 071055) SEPARATION 7O GLASS TO SECTIONS # & ANY CONBa4770N OP not *65.0, -77.0 8' -0° OR LESS 2 1/4° 1 7HRU 8 +65.0, -77.0 -9' -O° OR LESS 3 11/16° 1 THRU 8 465.0, -72.0 g'-0' OR LESS 3 1/2° 11 #620, -73.3 10'-0° OR LESS 3 7/8° 2, 6, 7 & 8 +63.5, -63.5 9' -0° OR LESS 3 1/2° 9, 14, 10 +65.0, -65.0 W-0° OR LEA 3 1/2' 12, 15 16 +63.5, -63.5 9'-0° OR LESS 3 3/4° 73 END CLOSURES DETAILS CASE C (Plan) SCALE 1/4' = 1' PRODUCTREVIS8D as ilding complying with the Florida Bu Code AaoeplancoNo -2o .06 / 2' FLORIDA BUILDING CODE (Fligh Velocity Hurricane Zone) / IL ECO INC. E8- 008779 7 R�Li4 a l 8 ' 441 1 76 0.050' BERTHA ALUMINUM STORM PANEL L.0/ka DIMON 6Yf EASTERN METAL SUPPLY, INC. 4288 WESTROALS WEST PAW OEM 012,x7w7 11/19/11 O4TE nar 0ansawa70 lu8/Ii x11.I aommr as 11 -117 ORAN= No SHUT 0 0r 13 HAMM - A.S.D: DESIGN PRESSURE RATING (p. &.r.) AND CORRESPONDING MAXIMUM 4NCHO$ SPACIItG SCRIM= FOR INSTALLA770NS IN CONCRETE AND CONCRETE BLOCS STRUCTII�q ABA. NON so., (..o) MAMA AMMO same 7022a-3W • '6648/, ' 1 a Ma= PAM 1121075 vet) SOARS -l18xm 5468 5100 680.4 • 540-60 1 as OPW fsmr7l PA90/W Pile 470 9S 707747 10 ON+F&'LI m WOW M ID 5148 917 ID ID 74452 4 fD maga 101 GAN to cam= ID swam M cow= m imam ID 0 gamy to I (0Nt51518' ' f0 comas ro 151'5(01' All' 5, 555 -638 8' N/A WA WA 4' WA 8' WA WA WA 8' WA 3 1/Y . WA WA WA WA NIA 1 (TOP) _ - 9'-0* OR LESS • ' 1 12' - 9' WA N/A t0' 7 7/2' 12' 0• WA WA m• 7' 17' 11' 1Y 9 1/2° WA WA 1 (801708 7• WA WA WA 10' WA 12' WA WA WA lY WA 11' WA WA WA N/A WA 2 (MP) fY 6' WA WA 70' 7 1/Y 72' 6' WA WA 12. 8' It" II° 72' 7 1/2' WA WA 2 (807109) 12' WA WA WA 10' WA IY WA N/A WA 72' WA II' WA N/A N/A WA WA 3 (MP) 12' 0' WA 072 10' 7 1/2" 7Y 0' N/A WA IY 8' 11' 11' 12' 7 1/2' WA WA J (807700 12' WA WA WA I0° WA 12' WA N/A WA I2' WA 11° WA WA WA WA WA 4 (MP) 12' 6' 1(/A WA 10' 7 1/2' fY 0' WA WA - 12' fr' 71' 71' 12' 7 I/8' we WA 4 (807109) 72° • WA NA WA 10' WA 12' WA WA 70/A -. 12' WA 11' WA WA WA WA WA ' 8 (MP) 72- 6' WA WA 10' 7 t/2' 72' 8' N/A WA 72' 8' It' • 11' 72" 7 7/2' WA WA 8 (80e 8 7/2' NIA IY WA 5 I/2' WA 7 I/2' WA WA WA 8 1/2' _ WA 11 VI* WA 11° WA 9 I/" WA 6 (MP) 8 t/2' WA 12' WA 5 1/2' WA 7 7/2' N/A 70 1/2' NIA 8 I/2' WA 11 1/2' WA 1f' WA 0 1/Y WA 6 (8011677) 7 1/2° WA 11 Or WA 6' WA 7' WA 10 1/2' WA 7' WA 10 7/2" WA 10° WA 8 1,42° WA 7(!02 /607(077) W WA WA WA WA WA 7A' 8' 12' 12' fY 8' 6' 6' 12' 12' WA N/A 8 ((07/807708 I2' WA 72' WA WA WA 12' WA WA WA WA WA 18' N/A 12' WA 72" WA 0 D'aP) 12' 6' 72' 72' N/A WA IY o' WA WA WA WA 72' 77' 7Y 7 1/2' /Y 7 1/2' 9 (6077ry7004p4))1) N/A WA WA WA WA WA 12' 6' 72' 72' WA WA 7Y 8' 12' 6' WA WA 12' 6' 12' 12' WA WA tr. 8' WA • 77/2 WA N/A ,Y 10' 72' 7 7/2' f2' 7 1/Y 1 f$P/90PI00) 70 (807702) WA WA WA NIA N/A WA N/A- WA WA 9/2 - .WA' WA 72' - It' A W WA' WA - WA 13 (MP) - WA WA WA WA WA NA WA' WA WA 1 WA " WA r2° 8' - WA WA N/A . WA 13-(130110•0" 72' 444- IY WA WA- WA -- 7Y - WA - WA 7144 N/A 12' ' WA 72' WA - 12' WA 14 (MP) 12' 8' 12' 79' WA- WA- - !Y V WA WA WA WA 'f2" 77' t2" 7 1/Y 72' 7 7/0- 744 (60170/) 72' 4 7/Y .. IY 0' WA .. WA - - 12' WA WA- WA N/A 12'• .. 9' tY 8 1/2' 12' : 8 1/2' _ 148 (80708 71 7/2' WA 72- WA WA WA 7• WA WA WA WA 12' WA I2° WA 72'- WA 12 (782) 8 1/2" WA 7Y WA WA WA 7 1/2' WA 10 1/2° WA N/A WA 17 1/Y 77/4 I1' WA 0 I/2' WA 12 (67710) 717/2' N/A !Y WA WA WA FY WA WA WA WA WA 12' WA 12' 11/2 12' WA 16 i MAXIMUM` A.S.D. DESIGN PRESSURE RATING (p.s f,) AND- -CORRESPONDING MAXIMUM ANCHO1? SPACING SCHEDULE POR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUIRURES ,4 RONT ANCHOR . NAWBOI AAA SPACING FO E 8 - 3 1/2° • ' APP371881 To m cour 8 B AM 00'/8PlA7taR of 4/077 NRXLBAI ARM team Z' DO 5.442 8037748 MVOS 0737E -HEX SS4 7ANA0 PAWN 068-71 SWIG -Su OF 14R-44!7 WORM PASTIN07 RIO 410 SE APING 1092104s2 ro wow 10 LmmaE ro wow ro eAaaa/e ro NnsxRY ro mumtlE ro NasoXw' m MOW m wow m maws fi tosser ro GWroa31E ro e44.401511' in 33X0717/7 m 11.4991t.PY m OmrGRE✓b' m uLSaw»' It2° 95.4 -77.0 B' N/A N/A N/A 3° N/A B° N/A WA 17/A .7 7/2' WA 2 1/2' N/A N/A WA N/A N/A 1 {!OP) 9'-0' OR LESS 12' 5' WA N/A 10' 8° 12' 7 7/2• WA N/A - 12° 8'. 9 1/2' 9 1/2° WA WA N/A N/A 7 (BOTTOM) 12° WA WA WA 10° N/A 12' N/A WA N/A f3 WA 9 1/2' N/A N/A N/A N/A N/A 2 (10P) 5' N/A N/A 10' 5' 12' 7 1/?° N/A N/A 72° 8 1/2' 9 7/2' 9' N/A WA N/A N/A 2 (801702) 12" N/A WA N/A 10' N/A 12' N/A WA N/A 12° WA 8 I /1' 2/2 N/A N/A N/A N/A 3 (2P) 12' S' N/A N/A .8° 8' 12' 7 1/2' . N/A ' WA . 12° 8"7/2" 8 I/2" 9' N/A WA N/A N/A. - 3 (90T7� 72' N/A N/4 N/A 10' N/A 12' - WA WA -N/A 12' WA 9 1 /2' N/A 1/A WA AM WA 475P) 12' 5' N/A N/A e' 8° 12' 7 1/2' N/A N/A 12' 8 7/2' 9 7 /2' 9' N/A 14/0 N/A WA 4 (801102) I" N/A N/A N/A 8° N/A 12' N/A N/A WA IZ' WA 9 t/2 N/A N/A WA N/A t N/A 5 ((OP) 72' 4 7/2" WA N/A 7° 8' 12' 8' N/A WA 10' 5' 7 1/2° 7 1 /2' - N/A WA N /A. WA 8 (B07/OAI1 7° N/A N/A N/A 4 I/2' WA 8' WA WA WA 7' N/A -5° WA N/A WA WA WA 8 (1071) 7° WA N/A N/A 4 I /2° N/A 8° N/A 9° N/A 7° N/A 8' N/A N/A 71/A N/A N/A 0 (801702) 8' N/A N/A 71/A 4° N/A 5 1/2' N/A 9° WA 8' WA 4 1/2' N/A WA N/A N/A N/A 7 MP/BOTTOM) N/A N/A N/A WA WA ' NIA 12° 8° 12° If lZ' 8' 8' 9' N/A WA N/A N/A 8 (tCW /BdRO18) 465.4 "" -720- 8 7 -N /A 12' N/A .. N/A "N/A B° N/A 9 1/2° WA N/A N/A 9' .- N/A .,• 9° - 2/4 -,• 7 1/2° - N/A 7 (4071/900071) 9•-'0° OR LESS N/A NIA -- N/A N/A WA - WA _ 12' '6' 12' - 12' N/A WA . _ 12" 8" " 12' 6' _ . N /A- -" N/A- 11 (TOP). 12' 5 1/2' 12' 10 1/2' WA N/A 12° 8' 12' 12' N/A WA 12' 9 1/2' 12° 8 1/2' 12' 7' 11 (8071071) 4824 _ -73.3 8` N/A - N/A- N/A B° N/A 8° -WA 12 °- 72' - 6' N/A - e' N/A .. WA N/A N/A "N/A - ' 2 (10717 9'-o' TO 10.0' • 8' 8' N/A WA B' 5 1/2' 6' __ 8° N/A N/A 8° 8' B° B° ._ N/A N/A - -N /A N/A 2 (8011071) 6' 71/4 N/A N/A 4' N/A 8° N/A N/A N/A 8° N/A 5° WA N/A N/A N/A N/A 8 (!OP) B' N/A 7/A N/A 4' N/A 8° WA 8' N/A 5° WA 5' WA N/A WA N/A WA 8 (BOTTOM) B' N/A N/A N/A 5' WA B° WA 8° N/A 8 1/2' WA 4° N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A WA N/A N/A N/A 6° 8' 12' 12° 0° 8' . 8' 6' N/A 170 WA WA 8 [TOP /8077040 WA N/A N/A N/A WA NIA N/A WA 12' 12' N/A WA NIA N/A WA N/A N/A NIA 1 t J o non) 11 (709/11071081) • 7RIG7RB1 MOOR SRICKINTARE 7210 FOR 3f/y' EOOE 881ANLE FOR E A LESS INNAN 3 f M 'ANCHOR SPAWN 87 NULAPLY0X1 3358 57SHOWN ON S^�'"57 BY DE FOLLOWING 77CTORS FOR ACS OPFRA7p770 8E POW= IEBUL'FD2 0ACNO 097AG4D 7080.44077 SHALL NOT BE LESS TRW SENERIM SPAMAR) LYDfGTED FOR 8701 ANCHOR TYPE AT ANCHORS LEWmt AC7UAL E A MOTOR 928471 94P0AIL 410 113. 1A70071 CRETE-24E4 554, MEW WAWA PANELMATE OR PANi1MA77 PLUS 07tH -75 3- .75 a -7/2' .71 .5G 2' .50 CF TAP-(257 1.00 .80 ANCHORS 2702 ANCHOR TYPE ANCHOR 210311 UR TAPOW7 470 113 CRETE -FLEX 554 2ANAC 8081140 0217471-6071.717260747702 PR9ZM 1E PLUS y0° !X577 -87 /NIi117F/M.4 E8' ,2111 cauc -24:4, SEli R. T/l / ``• $1. . `�.•' �.1 44is�• .:13 S a * :'0.'°'i -..�. ie* %ssS %Oh ;.0 s°v°0° E a EVE DISTANCE FLORIDA BUILDING CODE (High Ve locity Hurricane Zone) ILEcoN.\ IHLUT 78 71Ne0yS8 �ENGIN782876O COMPANY 60 wmn.'. hasttCfO? r'(.W7IA144 FB-000871G Fti 4 L7 44!877 0.050° BERTHA ALUMINUM STORM PANEL L0°910. DRAWN HA', EASTERN METAL SUPPLY, INC. 4268 TIESIROADS 8627 PALM 33457 11/78/11 901E MC /2131171/0 80 70-078 28 t� PIDLWPa 11 -117 OZAWAY0 No o111 WI•11111111.1=211111111E 271711 110F 15 �MI / V4' 0 LAG SCREWS ®DARFADFD w/ PENFIRAT1ON• Mln. PrIrit_�TB DOTING WOOD � Arit WOOD LL7GFR REQUIRED SEE SCHEME RR SEPARANON TO CIAO' ALTERNATIVE S ALTERNATIVE A TERNATIVE ,3 _MIS I$ ss NUT 072'0. a 1/4' 0 FAO SCREWS • 8' 0. a W /11 ' Mira THRFMO TR7N. 0 MIDB707N OF PLATE ALTERATIVES NOTE FOR COMBINATION OF SECTION£ WALL MOUNTING SECTIONS CAN OE' COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. ALTERNATIVE-2' WALL MOUNTING INSTALLATIONS SECTIONS A SCALE t 1/4' m T° 433' 0. 0. x .634 LONG BRASS 8IJSWNG W 1/4' 0-20 x 2' S S S/IL S O 13' 0. a FOR SPANS UP TO B• -9' AN0 0 B' 0. a FOR SPANS UP TO 9.0' Max. OR 1/4' 0-20 2000 m.lr anal. PANELIVS 0 12' 0. � W/ FOR /PAN OP -0r MNWAD71 OF PLATE AAT' -0. 0. x 0340 LONG arms B 1JN2 W/ t /4° 0-20 r 2 SSSM. 012 °0.a ft* SPARS UP 70 5'_9° 70 9t � Sfax. OO�/R/ /4' UP 14 TO 0 /2' a Ga W/ I ran F SPANS UP9 �0 ALTERNATIVE INSTALL4TION DE AILS ON EX TING WOOD BUILDINGS N07E& 1. INSTALLATIONS ARE ONLY VALID FOR M£0 DESIGN PRESSURE RATING UP +65.0. -72.0 psf AND PANEL'S LENGTHS UP 70 9.-0", EXCEPT AS N07 2 MR NEW WOOD M 70 BE SOUTNE� * PINE No % OF 0. p° a 0011111110111110000, A d p B® : *4/im IL ECG\ TRLR TESTING & ENGLNIMINO COMPANY gOMPANY 1/4:FO • { 4c Lm �am + [m9engS -0 .0719 fiPn-007 grounitrintoos S • : O110....'�C1�'°°�°�0 KILTER ""aRray.. P. E ° °Oip�'s /ONA1 ECG e` °� FLORIDA va 8 44/87 ARODUCTREVISED w Code n Dateo abozl o 9.004 6 • LL ./ FLORIDA BUILDING CODE (High V/elocI4' Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL La/A0. 1111074 OFF EASTERN METAL SUPPLY, INC. 4208 IVE57770.0.16 OR. WEST PALM BEYAL FL 31407 It/ 11 26 w 1 maxxx. 1 w7 1 x10 xe 1 ma+av 1 mr 71 -177 BMA0180 Ne as was I r 2617 12 OF 18 x — WOOD TRUSSES OR RATTER O 24' a a -RECWREO ALTERNATIVE 9A ALTERNATIVE 9 WOOD TRUSSES OR RAVCR 0. a . „ 0 24' a REMIXED ' :11 ...ter., n%;_ AL.TERNA•'OV[_LO ALTERNATIVE 11 CEILING & FLOOR MOUNTING INSTALLATION$ SCALE : r /4• = 1• NOTE FOR COMBINATION OF SECTIONS: MAW F(OORJCE27N0 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • ALTERNATIVE 1 * VALID FOR Max. R.S.D. PRESSURE RATING OF +63.5, -63.5 psi. WALL MOUNTING INSTALLATION SCALE : 1/4° 7' ALTERNATIVE 14 INSTALLATION- DETAILS ON EXISTING WOOD BUILDINGS NOTES 1. IMSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING UP TO +65.0 -72.0 psi AND PANEL'S LOONS LIP 70 9 -0: EXCEPT AS NOTED. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDING CODE (High Velocity Hurricane Zone) / TILr ECO INC. \. TIWT TERTWO & ENGINEER1N0 COMPANY 81sHsur .6e`T"A me E0- 0000719 WALE I�1 441137E 0.050° BERTHA ALUMINUM STORM PANEL O A7WI OW • EASTERN METAL SUPPLY, INC. 420 WESTROA0S at WEST PALM DEN A ft 33707 MR 10 WOMB I saw am r 02 01oT0 Vali NeXT 73 Of 19 1/4 °0 SS. TAO SCREW a V 7 1 ' 71067028 04'a A6 SCHEDULE SWARATICW 7O GLASS WOOD azim S7RUCNRAL ADEQUACY OF EWING WOOD BEAST T 0 BE MIMED Br RORSIERED 061000? oR AR0WEC7 PAM 70 SHUTTER INSTALUVION. ALTERNATIVE 15 7/8'0 x 3/34 w 0. ,ALTEPAtAff 1E0 \,. Cont. a V 2'x8• 8800 DECK REVERED ALL0WEDj 1/4'0 S.S. LAO SCREW O 4 r ' om W 114/2" MIt ALTERNATIVE 16 * CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 7/4' - 1' WOOD RENTER 23x4' PLATE 1 7/8" Mtn. PENS-WWI EMEND BANK VE77JD7 I I iI I I I I EA997N0 STEEL ANOIE LINTEL AS APPLICABLE SEE SCHEDULE FOR SEPARATION 10 GLASS 1 4%x8' ELCO WAS ANCHORS SIB I as B 7 41 MID MOD MM. I I I I r rizemn % EXISTING 2' x 4' SUDS 0 16' 0..0. Aka REO2 EXISTING 7ING BMW SRI. 1/4''x8' QM mole IMMUNE WAS 7257(825 O 4 1/2' as 70 5MNI? PLYWO00 :NOTE FOR COMBINATION OF SECTIONS: WAFLOOR/EGJNG MOUNTING SECTIONS CAN BE COMM IN laVY WAY 70 SUIT ANY INSTALLAROM EXISTING Min. 1/2' PLYWOOD TO STUBS AS /PEW77 51(8075 2868 OF THE SOUR7 TL. BUSORIO OBE ALTERNATIVE 17 * * VAUD FOR Max. A.S.D. DESIGN PRESSURE RATING +615, —63.5 psf. • BUILD -OUT INSTALLATION SCALE : 7/4' e 7 x Cont. EXISTING MK SILL 1/4' 0-28 x 4/4' MIS 3/22' 2WING // NUT O IT' a 4z 1 a 1 1/4' LAO SCREWS 0 6' 0. a W/ 1 f2'� THREADED WOOD HEADER 7/4' LAO SCREWS 0 6' a a W/ ;ZAMA DREADED WOOD HEADER. 7 O Cont. SEE SCHEDULE FOR Mln. 70 712555 v-20 65. 7/827 i/J/Tl' ® 772' 0. 0. /4'N 170 76°0 a.E7/ 1 1 2`4Gn. 52828DED OF PLATES O MIDWmIN ALTERNATIVE 18A * PRODUCT REVISED es complying Meath° Nal& ButtEng Cob No •0( . ,, ._ ,� 088 • :FLY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: • 7. INSTALLATIONS ARE ONLY VAUD FOR A.S.O. DESIGN PRESSURE RATTING UP 70 +85.0 —65.0 psf AND PANEL'S LENGTHS UP 70 0' - -0 ; EXCEPT AS NO7ED. 2 No °OF � MEMBIMS TD BE SOUTIIF � No. ,W SPECIFIC miry 0 3/82 41 Ox J° 1AG 49-6' a a V I 1 27/32° 1711 O rra7L OF PLATE 75762ORLY REMOVABLE 06271.© V/ SIDEWALK 80875 4.. DETAIL 2) ro (1) TLIRU We l) O 6' 0.0 & FA5IENFD 7/8'03/32' 7170 NUT 0 EVERY SIDEWALK BOLT. HOLES AT AT REAR ALTERNATIVE t8$ * WALL MOUNTING INSTALLATIONS SECTIONS 16 * VAUD FOR Max. A.S.D. DESIGN PRESSURE SCALE : 1 /4' = 1' RATING +63.5. —63.5 psf. INSTALLATIONS VALID FOR PANELS USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 1Q FLORIDA BUILDING CODE (High Velocity HUTTicore Zone) IL EC0 no. \ NWT TESTING k ENGINEERING COMPANY 1190 moal4examfigspres E8- 0008718 FLUME& Us 44718E 0.050° BERTHA ALUMINUM STORM PANEL LO/A.O. . DRAWN 62 EASTERN METAL SUPPLY, INC. 4204 VARTIROADS VENT BVCIL PL �7 ext a Mama 44: AM 0 OpORnap 87 !1-061 7 — 71 /13 /I1 8716 11 -117 •QRAMWG No SHEET 14 OF 70 V4 0 SS LAO SCREW ®4 /1 ETIT SEE SCHEDULE FOR Ulm TO 0AS5 0 r , 1/40 SA LA. SPEW 0 eat. W/1 I /2' 111N. 710£ADED 8ERE7RATON 4 x r (Mtn. 01880 STROLfl ADEQUACY OF MEMO WOOD BEAM TO BE 00879ED BY REGISTERED ENGINEER PRIOR OR ID A R c 7 K r E c rEMACIATION (+ ) 0 7/8' • x 3/32' SEW TEND NUT STUD° 0 12' 0. C. tl3� AIN 4390maser.— I /4`0 LAD SCREWS 0 4' a W/1 1/2' MIA. DREADED PENETRATION 0aa �. RUT ALTERNATIVE 19A re. le e" worm sax SEE SCHEDULE FOR 70 07 TON - T0 ASS DUAL 2 +7700 HOLLOW�QOINNG AS ®PEER �A� SHOWN ON ALTERNATIVE 8A, SHEET 73 OF 15. Cont. SOY � ° 0 12' 0.0 Cant i■ 1/40 410 SCREWS 0 Y 0.a W/1 1/2' M3K DREADED POE77447011 0x5' IMMO 108577 REMOVABLE PAWL (1)W/ =MLR 009 70 5, 1/4 0 LAD 0 4 Ile a0. HIRES AT 0 le O. & FASTENED AT REAR W 7/8'00.!/72' WD0 NUT 0 EVERY SIDEWALK ROLL. 1/414 SS MO SCREW 0 4' as W/1 1//2�"" AWL 71132608080913.4509 r iws 247 SEE SCHEDULE RIR MM. SEPARATOR TO CLASS WO SS TAO SCREW 0 4' ..ail /1 1/2' MIS. TI8AOED MAMMON 4'x8" (IAa J £1 EE8sa80. WOOD WV1 OF 00577110 WOOD BEAM TO RE CENTRED 70 .(+) Cog AUERNME 1ET 1 a 1 7/8' • x 3/32' EVERY STUD 012'0.0 e s ALTERNATIVE 190 CEILING & FLOOR MOUNTING INSTALLATION$ SECTIONS 1S SCALE : 1/4' a 1' I /4' -20xA• SS SIDEWALK ✓0115 19/2/4' 50711E00l895 17110 & 01867�KEY. 8011 5O * ad 011/4"-E0 NIT AF REAL .7878' KOLE fir 04 DETAIL 2 — INSTALLATION OF S /I °xf ° SIDEWALK BOLTS 0 REMOVABLE PAM SOILS I' < 1' NOTE FOR COMBINATION OF SECROHS: FLOOR /OILING MCUN1WC SECTIONS CAN BE COMBINED RN ANY WAY TO SUIT ANY INSTALLATION. W/1 1/2' YSG 11010f0ED PENETRAoAR RE0UD80 SU 5001511E FOR NIn. 9PAWITOM 70 CLASS Cant ALIERNAIE EEO 101110 riff" Cant [ELM 2 1 7 /8" • r 3/32" WHO NUT . 8 eEVERY STUD r+rw�ii�� ans,,m — RNIER00RLY REMOVABLE PAM207 W/ SIDEWALK BOLTOt lNi11/ 17 2) HOLES AT D 0 B° 0.0 & MIMEO AT REAR W 7/8"003/72' WPM RUT 0 EVERY SIDEWALK BOLT. WooD DECK RECLINED 1/414 -LAO SCREWS 0 2° me. 14/1 1/2" MM. TERMED PENt7RNA0N ALTERNATIVE 20A ALTERNATIVE 200 CEIUNQ & FLOOR MOUNTING INSTALLATIONS SECTIONS 2Q o7LrcTRBV1S5D °�(e°�10RLaAare�l rT' °OP,� SCALE : 1/4° r 1° rB . ° °�PV .1 ,C�/ aa. Aseeptancallo unikunsomb Date J�l�il /_' 3 �t17 / OF : y2' • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1ve'FSS oRIOa, :oe FLORIDA BUILDING CODE (High Velocity Hurricane Zone) NOTES 7. INSTAUATIONS ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATING UP TO +65.0 -85.0 p7T AND PANEL'S LENGTHS UP TO B =0'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 61 SOUTHERN PINE No. 2, W/ SPECTFlC DENSITY OF 0.55 OR EQUAL Como: IL ECOINC.\ MIT T.E�3 MOAy &c Ei7 _ ND COMPANY FL08ID%% f 144167 Jr. 0.050' BERTHA ALUMINUM STORM PANEL La /Aa DRAWN MI EASTERN METAL SUPPLY, INC. 4268 DESTR0A03 OR WEED PALM BEAGL AL 32407 11/15/11 ARE 1 11 -117 °n .nT �8 110%r817� �1 i ®®' DRAWN No SHUT 78 OF 15 DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR RAAR>! ANIS mar. ADMTNTATRATTAN UTAH AN NOTICE OF ACCEPTANCE (NOA) RECEIVED MIAMI DADE COUNTY RODUCT CONTROL SECTION ES 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miatsidade.2ov/buliding Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-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. RER 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 • • DESCRIPTION: " ASSA / 60mm. " Bertha Aluminum Roll-Up Shutter System APPROVAL DOCUMENT: Drawing No. 12 -022, titled " ASSA/60mm. Bertha Roll -Up ", sheets 1 through 14 of 14, including 1A, 5A, 5B, prepared by Tilteco, Inc., dated January 25, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on January 31, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, West Palm Beach, FL, 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 revises NOA #10- 330.04 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 Helmy A. Mahar, M.S., P.E. APPROVED o /o S /go1z, NOA No. 12-0209.10 Expiration Date: 09/08/2015 Approval Date: 07/05/2012 Page 1 I Eastern Metal Sunnly. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10- 0330.04 A. DRAWINGS 1. Drawing No. 10 -030, titled " ASSA/60mm. Bertha Roll -Up ", sheets 1 through 14 of 14, including IA, 5A, 5B, prepared by Tilteco, Inc., dated March 03, 2010, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 09 -0687. C. CALCULATIONS 1. See Association's generic approval under 09 -0687. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS I. See Association's generic approval under 09 -0687. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 22, 2010, certifying this product to meet the criteria of product tested and approved and allowing Eastern Metal Supply, Inc. to use the test results approved under Miami Dade County Approval No. 09 -0687, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Eastern Metal Supply, Inc., dated February 24, 2010, signed by Craig Lightle. 3. Letter by Tilteco Inc., dated March 23, 2010, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., cert f ing that the drawing (No. 10 -030) prepared for Eastern Metal Supply, Inc. is engineering wise identical to ASSA 's generic drawing (No. 09 -061). E -1 e y A. Maker, M.S., P.E. Product Control Unit Supervisor NOA No. 12-0209.10 Expiration Date: 09/08/2015 Approval Date: 07/05/2012 Eastern Metal upaly Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12- 022, titled " ASSA/60mm. Bertha Roll -Up ", sheets 1 through 14 of 14, including IA, 5A, 5B, prepared by Tilteco, Inc., dated January 2.5, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on January 31, 2012. B. TESTS I. See Association's generic approval under 12 -0084. C. CALCULATIONS 1. See Association's generic approval under 12 -0084. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 12 -0084. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 31, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Eastern Metal Supply, Inc. to use the test results approved under Miami Dade County Approval No. 12 -0084, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Eastern Metal Supply, Inc., dated June 04, 2012, signed by William Feeley. 3. Letter by Tilteco Inc., dated January 30, 2012, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., cert f ing that the drawing (No. 12 -022) prepared for Eastern Metal Supply, Inc. is engineering wise identical to AMA's generic drawing (No. 11 -114). E -2 ik'60my A. Maker, M.S., P.E. Product Control Unit Supervisor NOA No. 12-0209.10 Expiration Date: 09/08/2015 Approval Date: 07/05/2012 1. ASSA /60mm BERTHA ROLL -UP 51400114 ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE 11414 THE 2007 & 2010 EOITXONS OF THE FLORIDA BODING CODE THIS ROLL-UP SHUTTER MAY BE INSTALLED AT NCH VELOCITY HURRICANE ZONES (MIAW -DADE / BROWARD COUNTIES). NEON WIND LOADS SHALL BE OLIERMINED AS PER SECTION 1820 OF 114E ABOVE MENTIONED CODES, USNO ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 F8C & ASCE 7 -10 FOR NSTALIAITONB UNDER 2010 PBC A140 SHALL NOT EXCEED THE MAXIMUM (ADD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 8A. BB & 7 THRU 14. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMNEO PER ASCE 7 -10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYNO Thai BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D) 02010N PRESSURE RATINGS DONATED ON SHMT8 5, 8A, 55 & 7 THRU 14. IN ORDER TO VERIFY THAT COMPONENTS AND ANCH015 014 THIS P.A.D. AS TESTED. WERE NOT OVER STS. A 3324 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 2aL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN CETERMINED IN ACCORDANCE WITH N.D.S. 2005. ASSA /EDmm BERTHA ROLL -UP ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEM VERIFIED IN ACCORDANCE WT7T4 SECTION 1628 OF 134E ABOVE MENTIONED ODES AS PER FENESTRATION TESTING LAB. REPORTS # 2781 & S 2780 AS PER TAS -201, TAB -202 & MS-203 PROTOCOLS. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6083 -T8 ALLOY & TEMPER (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STARLESS STEEL 304 OR 318 AM SERIES OR CORROW011 RESISTANT COATED CARBON STEEL AS PER ON 80018 W 80 Lad YIELD STRENGTH AND BO ka1 TE NSLE STRENGTH. ALL 1St SCREWS SHALL BE AS MANUFACTURED BY ITW 612103. INC. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 4. BOLTS TO BE ABTA A-307 GALVANIZED STEEL OR A1SI 304 SERIFS STAINLESS STEEL. WITH 38 Lai MINIMUM YIELD STRENODI. 8. STORM BARS AT FLOOR AND CEILING MOUNTING INSTALLATIONS MAY BE REMOVABLE AT NON HURRICANE GODSONS. HOWEVER, EACH STORM BAR SHALL BEAR A PERMANENT LABEL N A VOILE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR OWNER THAT MOM BARS MUST BE INSTALLED WITH CORRESPONDING HARDWARE OURINO PERIODS OF HURRICANE WARPING AND THAT ROLL. UP SHUTTERS WILL NOT 02TETR HURRICANE PROTECTION UNLESS ALL STORM BAR ARE INSTALLED AS DIRECTED. a. REMOVABLE STORM OARS SHALL BE STORED N A CONSPICUOUS PLACE WITH EASY AND IMMEDIATE ACCESS SO THAT THEY CAN BE REACHED AND INSTALLED ANY TIME (HURRICANE CONDITIONS OR SLATS ARE ROLLED DOWN. 714E EFFECT OF THE SLATS ROLLED DOWN WITHOUT STORM BARS MSS THOSE SLATS WILL BuF OUT OF TRACH DUE TO TIE DEFLECTION CAUSED EN WIND FORCES. WHO REMOVING STORM BARS, ONE STORM BAR SHAD. ALWAYS BE LEFT INSTALLED (SHALL NOT BE REMOVED). 11418 CONDITION I8 ONLY REQUIRED FOR HEADER SPANS EQUAL OR GREATER THAN 12' -O °. 7. ANCHORS TO WALL FOR SSE RAILS & BOX CONNECTION SHILL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO EOOSTI40 POURED CONCRETE (In. Pa -3192 0&1)1 - 1/4 °0 TAPCON ANCHORS. AS MANUFACTURED BY ITN BULLDEX• INC. AN 1)EDMINIIUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4 °. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A2) IN CAE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE MONO ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTE Al ABOVE. (B) TO MONO CONCRETE BLOCK WALL (AWE C-90): - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY 11W BUILDER, INC. NOTES: B.1 MOM EMBEDMENT OF TAPCON ANCHORS 1N10 CONCRETE mow UNIT SHALL BE 1 1/4 °. 9.2 IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 714E MONO WALL, . ANCHORS SHALL BE LONG ENOUGH TO REACT ME MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS I1IDICAT'ED ON NOTE 13.1 ABOVE. (C) TO EXISTING W000 FRAME WACINGI SOUTHERN PINE p2 W/ 0.0.88 NN. - 1/4°0 LAC SCREWS PER N.O.& NOTES: C.1) MINIMUM THREADED PENETRATION OF LAO SCREWS (NM THE WOOD FRAME UNIT SHALL BE 1 1/2° NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. 0.2) MINIMUM EDGE DISTANCE OF LAG SCREWS INTO WOOD SHAU. BE AS INDICATED ON SHEET 8. 0.3) N CARE THAT PRECAST STONE. PRECAST CONCRETE OR B13104 PANELS. VENEER OR PAVERS BE FOUND ON THE MOMS WALL, ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BENNO SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS EMOTED ON NOTE 0.1 ABOVE. 8. ANCHORS SHALL BE INSTALLED PRLLOWWG ALL OF THE RECOIAIMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. B. ANCHORS REQUIRED FOR STORM BARS, HEADER & MULLIONS CONNECTIONS TO CONCRETE (MIN. fa -3000 PSI) SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 5, 8*, 59, 6. 7 OF 14 RESPECTIVELY. - CAIN -IN ANCHORS TO BE AS MANUFACTURE() BY POWERS FASTENERS,IIC. - TAPCON ANCHORS AS MANUFACTURED BY ITN BUILDER, INC. -KWIC BOLT TZ EXPANSION ANCHORS AS MANUFACTURED BY HD.TI, INC. MINIMUM EDGE DISTANCE AND SPACNO FOR ABOVE MEN110NED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE ME3NTIO100 SHEET. EDGE DISTANCE AND EI4BE0MET1T3 ARE BEYOND ANY FINISH MATERIAL. MINIMUM EMBEDMENT ANCHOR SPACING EWE 0(05114 6 POURED CANE CONCRETE SLOW -1/411 TAPOON 3° 3° 1 3/4° (MRn. Pa.3192 p&) 1 1/4° (ASTM C-80) -1/4 °0 CALK-IN 2 I /2° 3° 7/5' 1814+. Yo -3000 p� - -3/8'0 CALK-N 3 3/4° 4 1/2' 1 1/4° . Fa -3000 peO - -1/2N CALK -N 5' 0 1 1/2° n. fa.3000 p°t - -8 /tab TAP00N 18. 3 3/4° 4' - 1 3/4' (ASH C -90, 8200 NO) -3/8'0 MK BOLT 12 S° 4 3{8° 2° (M8n. r0•3000 pet) - -1/211 NM BOLT TZ 0 3/4° 8 3 1/4' (Wn. 1'o -3000 pal) - 10. IT SHALL 18 TO B A31E0 RESPONSIBILITY Ill EE PROPER NCHORAGE MN BFNT�R NOALL0ONLY�BE ATTOSHED 70 CONCRETE. BLOCX OR W000 FRAME BUILDINGS. 11. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONDNUOUS CONTACT WITH THE BULLOINO TO PREVENT WIND/RMN INTRUSION. CAULK AND SEAL SHUTTER TRUCKS ALL AROUND FULL LENGTH. 12. ROLL-UP MECHANISM NOT PART 02 THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TOTN0 AGENCY. 13. ROLL -UP SHUTTER INSTALLATION SHALL CORKY WITH SPECS INDICA7W IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY 7HE JURISDICTION WHERE PERWT IS APPLIED 70. 14. (A) THIS (P.A.O.) PREPARED BY THIS ENGINEER IS OENFRIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROEM I.E. WHERE THE SO CONDITIONS DEVIATE FROM THE PAD. (13) NTH 8 PRODUCT, BABIED ON THIS PRODUCT P PRROOVIDED HE/SIH�� NOT INCLUDING FROM 114E CONDITIONS DETAILED ON THIS DOCUMENT. 002482 UCRON SAFETY AT SITE IS THE CONTRACTOR'S RWPONSBLDY. (C) THIS PRODUCT APPROVAL DOCUMENT WILL BE COWERED NVAUD IF ALTERED BY ANY MEANS. (D) SITE SPECIFIC PROJECTS SHALL 80 PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT OWN WILL BECOME THE ENGINEER OF RECORD EO.R FCR THE PROJECT AND T010 WILL EIE RESPONSIBLE FOR ENGIN SHALL SUBMIT 20 THIS LATHER THE SITE SPECIFIC DRAWNG8GS FOR RENEW WEER TO THE PAD. (E) OF RECORD THAT PREPARED THE DATE AND ORIGINAL SEAL AND SIGNATURE 02 THE PROFESSIONAL ENGINEER 18. PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF 114E SIDE RAIL APPROXNIATELY 4' BELOW THE TOP OF SUCH RAG., LABEL. SHALL READ AS FOLLONSI H� �F VIM SLIMY, 8(O, OONIVO). APPROYPa. 18. ONCE ALL COMPONENTS HAVE BEEN CHOSEN, CHECK FOR COMPLIANCE MTH SECTIONS 1813.1.9 (F.134 2007) & 1815.3.9 (2.13.C. 2010) PRODUCE REVISED 09 0om11tylk21vith Oro Flaal&1 No/8- - 2.0'.10 Data % . FLT:7, • I ' I A oQ A . , nL00,4.5‘ . ' N 1� riUAr TLgDHO i O OOMi II WI 114 (""hann.oaaa m 114 41.292 A M10 11 02012 10.1203 INC. FLORIDA BUILDING CODE. (HHh Velocity Hurricane Zone) ASSA /60mm. BERTHA ROLL -UP WO.V 611 EASTERN METAL SUPPLY. INC. 3200 2301931426122 SOLIDI LACE WORK FL 33481 Phm,c (000) 432- Fan Q 209 -8383 01/25/19 0916 12 -022 tee' 23179 1 Cr 14 I ON J 0 Max. star spas (SSE' =mm0 ..W. fl' XVI7j, WHY BIEW10.I (NO 59i1MRF BARS REDINININ sore 8EE' SAW 2 N 3 FOCOMPONSW5 NMW41AIVRE 4 Moz MIAMON SPAC#O 0 or ® W—J MAXIMUM WADER s (sEr / 0 000 ®off, fro E ENO) © 0 OR 0 X11, 0 11 0 = o 0 4 0 11 O 1, =1r I I!, I. - I...._- II I .___.....„... ._ � --�. • ®o J®B' reagriarelijalrUMMELOMBUMMAZIONW NOM ✓Mt' 002T R A J /OR ODMPSWERM A'Q12220A21/RE 4-2 0 • L I a,1r 6M111 4E2 $0694.10 I r NOM SEE' SSW 2 /1W OOMPg1bO8 AOMIN LVORE SIBRif BAR :t. w till ROM seer PRODUCT MINED ea cup1yIO8 the Florida Bulldog Coda No. o '•tot Data •''WT.Tr:/5: OVAL �' d► MEM - - C RIM MEI MOM MEN MEC MEI 1 02013 11 0 NZ IL EC O INC. - FLORIDA BUILDING CODE. (High Velocity Hurricane Zone) ASSA /COmm, BERTHA ROLL —UP °L0 '�,• um n.. iab @. A.. �.. MEI axe, n. apse � � I WAITER A. O. OE EASTERN METAL SUPPLY, INC. 3500 II 1. P1. SOWN LACE NORTH. FL 33401 Phu= IMO ru -IIDes FM. • AI ana -ego 1111111=11111• INLI=1:1111.4=M1 a �OV� 00/20/12 ONE 12 -022 0RRRIlI0 M 101 1A OF 14 A® TYPE 1 SLAT, EXTRUDED ALUMINUM ® TYPE 2 SLAT, EXTRUDED ALUMINUM BOTTOM SLAT 6083 -12 ALUMINUM ALLOY SCALD t /2° m 1 Or= t/6°8AL CRAW IV A4° OA6 WWI 10° SAW MS ® TYPE 5 STORM BAR 4° HEAVY EXTRUDED STORM BAR 6061 -16 ALUMINUM ALLOY SCALE 1 /2° - t° l— EOOa' --'I Q TYPE 1 STORM BAR ® TYPE 2 STORM 9AIe 2° EXTRUDED STORM BAR 3° EXTRUDED STORM BAR 600 -16 ALUMINUM ALLOY 683 -T6 AUTAO'41U ALLOY SAND 1/2° = 1° SCALE 1 /2° i ./ TYPE 3 STORM BAIL © TYPE 4 STORM BAR 4° EXTRUDED STORM BAR 4° HEAVY EXTRUDED STORM BAR 6003 -700 ALUMNUS ALLOY BOLO -TB AMMAN ALLOY SCALE 1/2° m 1° SCALE 1 /2° m 1° ® TYPE 1 HEADER 0 TYPE 2 HEADER 6061 -TB ALUMINUM ALLOT 6003 -1O NUM MI ALLOY SCALP 1/2° - 1° SCALE 1/2" 1 TYPE 2 SIDE RAIL 6063 -T8 AIwo. ALLOY SCALD 1 /2° m r IQ TYPE 3 HEADER 6087 -T8 ALUMINUM ALLOY sr-4m 1/2° > 1° ® TYPE 3 SIDE RAIL 6063 -78 Afar ALLOY 1/2 ° -1° 0000mpp3�wHb WT(Qa &Mans Coda oto .lo Mt /B 41l .tom ® °TYPE TB 4 SIDE RAIL, 600..3 - AMn.. 40Y SCALSJ 1/2° 1° LAA '�TII�1 '+l Liu "' •.4/9 Aar J® TYPE 4 HEADER B66J -f8 AWMI itAUgY scAtE 1/a t FLORIDA BUILDING COOK. (High Velocity Hurricane Zone) 01010 10.1000 INC. ��ar�1� IILTEC O use. 1 1011!13 r am 11W100 00e1? ' 0(00 00. 30 4 Qr 7q - moat 000®10 R. 3030 Rae. 3e-m 0 0(• wblt oomaotot eom -1•n E'ER A. PA. is /ON A1. • ASSA /60mm. BERTHA ROLL -UP 0 EASTERN & METAL SUPPLY, AAVC A t INC. IAIi0 BQR36 M. 33401 Pharm MOO 432 -2284, Fez 0) 339-8380 31/ae /13 3070 emaaeaa 10 IscliEn- i7/ 1Ji1i Il � 111•111•117=11=111t11113 0399 111111111111171111181•11 30 12 -022 00331000 84007 4 01 14 r ® TYPE 1 MULLION 4' EXTRUDED MULLION 6063�� t ALLOY M ALL t a,COO.a�w/ /Z MOW MANZ TOP A ® TYPE 2 MULLION 4° EXTRUDED MULLION 6003 -16 ALUMINUM ALLOY SALE( I/8' - 1' MILL ®SNUrRR COYER /10.40 4 04 BRACKET DETAIL 1 /811/8 SMLS 06as © ,TYPE S WULUON 6" EXTRUDED MULLION 6083 -111 ALUMINUM ALLOY B0ALE1 t /a' - r• PaT 11/010 HEADER #1041/2• SAS 0640. i� HEXER OASES ® DRUM SCAM ,/4. 4, r• SHUTTER SIDE 1010 MAEROLLED S1EE2 F. E; PAVER P. a 4 2 200 OESICODWON 500421 J/16• • 4° Rm. 410 Ne /AILS. l 01' STRETCH Jr0$-H14 ALUMINUM ALLOY . LIMMAL 011 MT 041? OF 60 MAO 24 x n400N .032• 0-90 OALVANIZEO COATING 081 .OBI• PLAN 110 0 OR n�i/8• SILL. 04'0.0. O � r HALL EXAR040 AOSEMALY OSHURFIP 001211 /10s1/2• 1A4.0 0 e 0.0. BRACKET DETAIL lA 6/ CASES NEADEN POR CAM W /0481 LIFAOER ® WALL HOUSING ® WALL MOUSING WOALD J/16° - t° scan s /48• . I• 3103 -1144 4416014 4 ALLOY 3105 -1444 ALUMINUM 34100 1WR 1320..00t MIa0YES1.032° PRODUCT RHVISEal as complying with the Florida Acceptance No 2. io Date 20 . 0ls 011021/2" SM.S #'84'/8• "S. 1" SIVE 4 r i ® Ger. 51134. ORUM 1 r / �.__; �_-,. 1 / pp `L \�6.1 HALL ASSEMOLY Y HALL WARM AS36I0LY 1 1 0 SIMI MERE ...1 A i0 OYER /1001/8' 0.14& �' #1844/2• SAS. 04 °0.a 04'04 BRACKET DETAIL,; 2 x.300• -- 1 ELEVATION ® $IDE mammy 8011.0 1/4' - 1° 4010 EIRE ROL LO 5150. F. S P. 0.t 2 200 0L4006 Ru. 410 NWM*2. A OF SWIM HINIGIL ON Y00 MIR 00130 MLR 24 A 0-00 04014161800 6041150 8011.1 .060 END BRACKET SYSTEM • SEE NOTE 42 ON SHEET 4 FLORIDA BUILDING COIF. (High Velocity Hurricane Zone) 02012 10.7060 M0. IL ECOsse. itLLl1 2:61200 • 11301340 11100 COMPANY 11w133 31110 �a.%a Mom pm 'ro.0°o.n_,w 4 -m0111 t04441103.3331 04170 13- 0008%:9 PALM 1106A .. V - E EMMEN 11°. 44102 ASSA /60mm. BERTHA ROLL -UP EASTERN METAL SUPPLY, INC. 31330 Aral 50101 IAA WM FL. 33481 94cns (000) 432 -2204. Yam ....1) 200 --0200 m/40/14 1017E ONAL A • '�� i i i A A � d A I/ 1 E I .p• =W®1YYI It= T1 0I ii.ai d rA•2'l•1- 12 -022 Lin OW 3 Or 14 SECTION P — P (1) : WALL MOUNT scam 1/2° - 1" SECTION P — . P (2) : SIDE WALL MOUNT SCALE, 1/2° - 1" SIDE AIL ANCHOR SCHEDULE MAXIMUM DESIGN . PRESSU E RATING • A_ •. •• i : ;4.0 i ! l . • .i. 1T* ',vow •i111sl'7f �irCP.i�•7TTTIT IZr•1 T�3T � � • (USE MAXIMUM VALUES EIEIWEEN POSITIVE AND NEGATIVE LOAD) PR MAXIMUM Q SIDE RAILS ® & ■KO SIDE RAILS © & Q -ua.6mwlr wali. r 00 0111 s 8° 4° . S° a° 4° 8° 6* a° 8° e' 8° B° !80 TO 180 3 1/2" N/A 8° 3' N/A g° a° 9° a° 6° 8° 8' )180 TO 108 3" N/A 4 1/2" N/A N/A 4 1/2" 8° 8° S° 6" 8° 8" CONCRETE BLOCK POURED CONCRETE ' MAXIMUM ANCHOR SPACING (In j AT SID RAILS VERSUS EDGE DISTANCE _ E 0, NAIQMUM ANOHO11 SPACWO ARE VALID FOR 3° EDGE DISTANCE WODN 04 1*4*4, ° 25010/8., 141, © @ ©°R© SECTION P — P (3) t BALD —OUT MOUNT SOLD 1/2' - 1° 4° MEM 0 6' 0.4. Q®OR® $E9TION R - R : MULLION MOUNT (INSIDE MOUNT) MOW 1/2° a 1' PRopuer REVISED Ouldlayi 0 PlCOIda W0 !! 1 2pu,rYl%a 111 *Q� GENS •:/ls •la\ ®W -11 OR W -2 SECTION R— R 1 MUD M T(� M �R) SCALE! I/O' - t• W —t OR W-2 SECTION Q — 0 t MUWON MOUNT sCA1Et 1 /2° - 1' (FACE MOUNT) FLORIDA BUILDING COTE. High Velocity Hurricane Zone) 02615 133E00 MC. IL EC 0 inc. —e4r.ot r=17 5-4340 oteom EO- 01006[710 02055 14.6 44147 ASSA /60mm. BERTHA ROLL —UP Neg. EWERS METAL INC. / 6 340 , 801111 36 TAKE 00)504 0. 33461 Row 800 430 -2204• Fox .,.1 300 -8390 00/55/18 OATS .1.O C13- t.ritr.a rar:eQ - Oft 12 -022 000.6030 !P 101EE1 4 0P 14 POURp 4 DEMENIOP814 VIVO J /4• SIPCO" ANCHORS 0 6 0 2 tows Yr zwrtas moos • 12• Qs / ono wan usE all eel/9U 117 1/4144/4' R E fEi( .., A/ r z. WE MR 1D& MOM W / 4• iod psd 10d) ° 1 o® Mr84'.-1 04410 II El II , l' I�OC7POD II S Iglu, -.II ii mum" SEE sa+snaeEfO 1 u 1 a I o m t M1F 01901 RAH WOOER FOR INEDU1412366 INTO CONOR94 WE (1 ) V4 0 77MM Nilx/DR EACH A7 CEi1MER Qr ANOLE FOR & STORM A40 PRESS= RUM M DER =WEN 40441 I0 SAME 00YREO700 0/ NO q,�p EORTAAFOA3.. sroRer FOR OMM I ARO�A��NYy0447 14W10 er�EFE ' tAOM S EA AI CEM►ER of ANGLE 0"0 NaLIKIX SKCTION(s - s(fQRt o srom OR) r/2 °�r• FOR OtS011.1.417011 1 "We TEN ., Val AIOm, EA 8O' 0 SECTION S — S (FOR REMOVABLE STORM IWO SCALE : 1/8 °= r• FOR 86070117065 010 000 074 USE (I) 1 40r7/0" 041.* -111 ARMOR aff At CENTER OF MOLE FOR ANY SLAT & STORY SAR gPpA46 8 A,SJ4 J ROM &7WEEN SAME ow7717av 0l_ � M 40404 SIAT & 577074 1646 aIOD AMO MY & WORMM BAR �r 47 (a) 414-so ma 4a W/7 /12S44/22" 71m Jon 11 VERETSEES ®W/ 4�' KS 44.1070 p.E.L POURED *FORM W/ 4. ISM o our FRAM camas MOW WILL REOLLVED. AL 2L AMfkf /70 Z 1 1l1 0 4. 0 MOO 2012 a7FA61ISm>+ ri i gill o / RIR op 140 AWE MECUM U OR 4V QA{S -0 A 7DN We1� 7R maws 0210 SECTION SI - SI, OW SCALE , 6c T. S AY '4• WO 05.,4�.'B/C0•• 0 -96 WOOS 5276175 IS .06106 WORM 06 � REMONE6 (6S W.. Ar Off TA6 MAU 40.0 8o 80.0 t00.0 IIIMCEIM 1111,07,111111 CI AIM mr it]G%S i t16Ai INICICAIN =Cal= ALU45"46E101660770i 06i / 1:14:044/ rcs .x027• ON= & ROM YD1NUDIVO SiCl/011r _WO lNVAL/AiU 17/e AA9tSVJ91N( ODDS du(a(OBs J0r 80101 V 116161 OM IIpD' 5016r6xS SECTION v- v OOItSr/E08 TAIr77.1:r 41- mamma • jI !�, YL�li1: i PRODUCT wise ro plyinswifh(keFlorida 4/ ENO&O. .40 Date :.1•LJZk e/et / l' .pt It's ac No. 4416 ? 0 411E001401CL6 7o/Ia0 PROM 160704 USE 00N02411141100 OF 2 241 IO7 VOLT 74 NOM !D MEW =cam MI 0 r 04 AT STORM ®1R MASON AAD 6457 6 /40ri J/4. SWOON 0 12' QM INPMMAlim sumwmaLGL S'14T04&A41 /4• CORT. 41146 AI F, 44/ 400644700600(6 WWI A006 ANCHORS TO 00007 ma, 02Y RE70 SLOW OR POURED OONII E74 WALL 0 4' 04 AT 577064 870 0004660 ANO REST 7/4011 70/4' mom 0 12' 04 02012 70.1000 M0. SCALE76l T.6 7R' FLORIDA BUILDING CODE. (High Velocity Hurricone Zone) ASSA /80mm. BERTHA ROLL -UP EASTERN METAL " SOUTH INC. LAW 66704R, 54. 57407 Wham .'.) 422 -5 . sac 202 -0560 r?It•Li�3r-]TiJSO mitt 01/00/11 p6TE 12-022 ,r !/ P /NIDU ®a (4-3:97/j/./ n ®, e n a Cs f /4'Y,t J /4' UMW ASS 0 B' a R V4b+1 4/4' TAP= ANCHORS • CP a a V/W0 MOM 0 FOR I STALMAi6J2 INTO CIE USE (E t 4b TAPCON ANCHOM EACH 0033 AHME Re ANY PRP RATIN 0. MI AM MOORE 89pal kT 0/ SIB CONNECT e M FOR MAE suir PHESSURE RAM VAR SPAN IMENONS. & saws BAR SM. LISE MN IOORWT NO SL T�/AT MK r2 ACM* AT CANTER OP ANGLE O0020/ AT B2� , srcnoo s - s (fOR FIXED sum 8.ui) SCALE : NLT.& � 4 1 dgii t Oit 570 1 p 1 siNssallati 2 rattam a • oQ 1 esouswerasr MEC CONCRETE BLOW int 1 1/2111 1/1'41/820• -4' ALUl04*10 VA' EMITEEWNT AT EICI4 11121111•104 I I M 1 RJR 0OTALLATOMS ONTO WHOM LISS ( w7/g' CALX -01 M EACH F1 ANE OR AN SAT & STOA0 ASA PRESSURE MONO 0/ PRESSURE USE SAME COIACCIION aims 6871$716V agapNe/.0 �1g{R WK SNA1 6 ✓me SPAN 120fATNDAS. FOR AS& RAT700 450047 4 THAN 100pO A�MAT & NA ANCHOR 1 47 CAC 4330018 AT (2) 1/441 3.8, ROAN 80128 V/ IAIT sgcnow s - s (FOR RErov4RLE snow RAC) SCALE r N.T.& 0800 OP WALL BYJ1:I /41f0 -8• ALUM AtiodE MN WEAT (20 f r A t! 020741a 3000000 aox WM Eau 4 3 pl08 FIR: ANA A RaWaf IP Had 1-6* max. sow 6X2 7030 03 & NOME 801 SW T W AO' 90AI & A3a MEW 1/41:0/0 Mt SOW WIOVt)SIMBl ME SOME 30000 9 0000067' V/OR4 mot* nil REM= 7B12I TP•4040 at 1621 108 #/4 m L0affi0 AYCr2lT oar m oaX- art4eXmea PCP ver 0A'RI AMON F00 tAFY 00* -tM4 AT E1CH SIDE OOR EWE MIL AT t .4V x 3/4° TEX AT EACH SUS SECTION S2 -S1 Sc*4E : NLTS. A2I 4 4-00 OR I%i* -IJ INCJVYE USW JOINTLY 0/I t 4'1x0/8' Y 53 WA 0E LOT TOCERkR APE' AC I$I ASTORk BARB • PIT tlPE 1(As SCAT NME=11111MMUMMINNI IMIZEMMIEWEEWEI mwmagoessiormsnamo MONCNIMIIMEORSSM 80.0 100.0 =On= WEEFIMI INEandMINWVEMOB SECTION 51 -S1 rtARStT' sous r & T. a ALM WNW Oai BECKON 5-2 red 1 ' CONE ALM AMA V/ OP TO M18 WAOR OR MIRED COMMIE WALL 04' &441 STORY BAR LOCATION AND I4t8T I /411zI 3/4' 00000000 • 18' 0.C. CHINS & FLOOR MO/N71116 SWIM 1-4j) PIALIA M , fIA ABIMVABIE 17t BIBS W/C INIZI7t AIV S/ i (Nor OWN V /OT IW Me& 110 MINIMENO Wr tom I iL.FOIot ,I ttte oa mlu ' & W/ ' QN�J7 FILED 2501 RECutRat ItrOXIZISZINVitgigRZZal Mir r MRB SECTION V - V Ogimm"Mw , c 7'' A X18 : urc '7.1 nTiN ry07' mower REVISED ea complying the Florida Aunts= No/ • Z0 Date %: [- : ego / / ALT: MAINLY TO e/lev PPCON3, 166 BD0T3 B J BV 08L R t /OYo OWL! SIR 740 0 1r oC. aaaErkr.a 72' FLORIDA BUILDING CODE. (High Velocity Hurricane tone) 0012 TAM PM IL EC 0 INC. TOOTRL3 M 100000088003 0003 amw ae° em . 410204( auaw, a Nat® opIn 31. 00 aea0 F .1a0g IMAM 4-222: �2ohocen 62- e0222{712 WW2 A. TI FLAMM 124 0 4 37 ASSA /80mm. BERTHA ROLL -UP 5.0.0 EASTERN METAL SUPPLY, INC. LAIR2r422102 SOUTH e084. FL. 33421 tAmm 800 442 -2224. Fon :.. i 202 :.. 01/24/13 OATS L7 L7 CCL - �;;'T7L'�'t77.T0O 12 -022 02A2210 K BMW 52 OF 44 %Imo' iazisaa +/4907.0 site r4PCON swim seas 11 1;;CTID COMM e4D00 Pa6 MS) ,r Vow 3/e AROIORO 0 18• a c ;4 WOW OMER ® R O SERMON* is CUSP SEP OP 8104? 14 ,,��7.,, pp=1 /// VIZZIMSAOSSIS (rolo/ ssA 8181 100 0 MeV 22111767x AS11 HMS OA per fl* &JP pi CM= WERRI ON USTAwayes own chat as SOS f44i4Y 70 '' 4' 7108 Rif EA &.Sfd Fos ors MP Awl V '.A 8/8 no L SWAT, Fos Vas OOP-0 ,. ,,:.: ,• alas o WINO & MOBNBAIO SFO 709 WV[4�A1LA� cmc9E161v 4• r6x '/ � le REMOVABLE BMW BARS . // ANEW ( 8R W700( 11.RIR **NOR 1710 RIOUPOINS Svf48, 838 0 COME WO RSOVIRSA iYII15 , ?YHr';, 1 191:79 r7Ar.119.=11 FOIL RCOVA 17RWl (3) 40x1 /4' TEN 00 4-3/4' /4'-4 8'x s•x l :•xs' -4• A Ems FOR IMO (J FOR (� � 9470 COMM USE NOS EIO14AIME RPM ANON= & STORK OAR SPAN & A.SO. PRESSURE 941180 UROSR 80ps7. FOR A.SD 70081404 847010 PERM LOADS 887478017 & I000*. USE 0574? COMAR 7RO& / NUN i IR MAX &AT & STORM 8AR 8PAM 114514006 FOR A.SO. PRA 0470!O GRIMM NAN I00pV ANY S(AI SPIN, & MOM NAR ll A EACH SIO 47 OENROI 77MUJ 8 Rur SECTION S - S ( i mum STORM B 4010E Or WAK WON SEALE 1 N.T.S. FOR OUAA 1AIION Ri 040748987& 8' x Y R 1 ; "s 0'-4' 4I$ !R) 1/411x7/8" ON!( -0( A19M &MN 7.7/4' 8/4'.4 , I „' i1 ,•, , .�,. 8AR B" Sg �& 'A A44,805,S7.atE ,• a I I �` • EFIR65ZSZYCZNAM41 Ser �; •' I FOR 0p 1 NO ANY MVO 1 R1� ; ""ASLAY A* I /fir1 lA kl/8i0' -4' ow WOWIM AN64E' (4 () //eb � RUURm ro W/4* ° A• 08519 WAD AND 7-2 Max STORM OAR SPAN (R)J/8'0 SS PIRO &DUE W/ Nur SECTION s • s OUR REMOVABLE STORM 61Utj SEALE r M r.S 0809876 0 /J' IME frzr:tii ZA U' x 0' R 1/4 x 0'-8' AL18(. MOLE PA. 9 'T'�- fio ,.. 1, i1 :7 lei: 0, -0�, or- ll, m 4) 1/4°0 TRRU 80.79 8.& SECTION S1 - Si EPPS r N.7.& Cl7G chelgrzerwsmat 0081 SECTION V - V smut es sroakh 90 Building Code No -02.0> .10 i l- �x'ITn ,,ii,,,. sod , •Til r . 0 WO (2) 77011 660918 S SECTION S2 - =if 4 0.7..5 41/410 -80 40 1/2ro -IJ WOW mks MO JWN27 W/ i /4"70/6' OR 1/8114 7/T• SUN-a M041RS 09SPEOOt8 ? 914444. 94 Wt MEM 17/ ARpisms AT R4s 7884 cress EARS ARE REMOV 8. (EOW 047. A). -j. 00.0 6aI sox 100.0 14fLAI 1 91 8= AE NAIL SLAT SPAN MAX STORM SPAIN N 50.0 60.0 60.0 100.0 ism Nigh Mal rlr�>ir _n4Slilr MJF-ailll Ma-AM INWINININgralla Ll•11t[8L3ii t)C]f� �TFi�i R1. 8097. ALUM AN= W/ OF (8J 0/10.7 MVO Xi ANOINT BLOW 08 UN/ � 0 4' 04 .47 81401 849 40041108 AND RF9r 1//'0x1 J/4' 7VTON. • 1e as FOR ANY AAA P/R8 RUING 450 OAR SEAN LAM M 1____r_IIIIII IR 41701111888.7 70 0 /10 4 7.44009 as ()J/ , SRS ro SUMUZIALA POURED 0987E WALL 0 4' as 41. 0049,8.7.9 ',it vs SWOON 00 ma FLORIDA BUILDING CODE (High Velocity Hurricane Zone) •U' ,41 � ^CA' F-. L 01011 441800 INC. P /''�, Si*: -. 9• IL 'ROM :09701 0 1 I * .7.9n as. l�a4. m. au -ila8i n8n® 4 n.- . e5n an -l8fl . on , 00 574 -7811 ., rQ,17' a-moJ1 c4 la«n A(r ,1 WAL78I A dr. P.1. .7.:s,'. 1 . . r -o ONAL `,,17�' ASSA /60mm. BERTHA ROLL -UP avwa EASTERN METAL SIMPLY. INC. WOO PAInd 4211/4 98 10 7 . n. 33401" ( Pha na (4400) 431 -1104. Tae .:1) 287 -5:00 01/28/11 ONE Mir dEd.011 061 ad 12 -022 081&00 17 maim ol NMI 101100111=1010111111 811810 8e OF 14 r. r . 1/r o>.t Aeon fair Cg rva taait3 U/430 MUIR 111/a5rr Man. ROLE DWI WOE 0-0 0 risetuatoesAT WOE WARMS USE __(a)V.e J OR SINEW 34 WNW _0) WE cOR WORN USE r r I 762 MEW avg SECTION 53 — s� sax t1/a• -f- 'E�'�il��l��ll' 11111Final 01110,7 _ � /I�i��l��•t�la � CAN o® 0 o© o -® r aearJ/o'me WE ' ' p / ANOLE EACH WE MTV � SECTIQI( 53 WALE 1 W . r USE COMENTRAVON 46- gar seems ne warn) oi■e4v MRTTA ANCHOR TO wif FANS COMMIE 00 Oa KAM MOM Ma /OR A7 USE 0012012811400420 J/A'V 4.74 6066 MMUS n MOM 70 70100 Ai S es WON W e.E 000OR (2) WHEN MUMS LR t/P r t ' r =TM *8 Ate. - raw' Mti kW? M10410; COM frfneW 7 !� 4. 02004 Ois ff F/1 JD Scow BAR CONNECTION AT BUILD —OUT stxtc r r /I• - r• 04#A k /��- SECTION V — V(3) aws eaa ei i • •'VGENS�•• ✓� a• jr•gir (c,srr0 a saramatiekt. r r r T 07014 BEYOND 5 012• raw) 04LL 1/8•- 1• MOORS A wow age soma F e SUANRIY srmfa, MP Imr (6) a/ir • swarm id (8) 8/f0• r TAPOOM 21. 4) V (U 3 /a• • UPSON a 19• 62040 m use* J -f• 50717611 a 7' -0.6614 SAN MN FLORIDA BUILDING CADS. (High Velocity Hurricane Zone) 02012 Te7810 INC. ASSA /6Cmm. BERTHA ROLL -UP nom, �rrrs� ,tea IL EC O me. 01/20/10 661E 12 -022 ,,iiiiid•Nrr 111U1,m .,1∎1,,n«rr` M 01E0 6 or 14 :fux wow w r 4181 e4e MPOON I Vi11 NYk 2.....+0,210.6 R/ 1211 1 l 0117:.. '� rrs&e �17R7$/R paw MEM Sy REOURio ammmt3 —k., r∎ 10 211R818M'B 8+881 e' c,.7 AURORA? WE 8/ 21410/21a7=2" ALUAONAI AM* AT MULLION I/ TOT SEW Et LEO. 21111/410' -R' (6001 -78 AIA81 Aims. ALOE 61 WE V/ (2) 0/141 LAY XL 8/ ? 1 • 10a 8894012047 Mi. OR USE ( ,i[8V MIX 60L7 Tt w 2' eon. POUREO SILL sire num WILTS 70 94.LM 4.. (y �y0000 oar 10 4 *088 A (B) O M�6LO0(pA�t�t6 LO, Ap(4f 0880 X1401/01 AW7 80tl Q 1� 7/31 004/2vJ�6Pol1' nor WAVE'? aR 2/4 EVO (>0 (%p 8 S000YQ P00220 0800886 P/ MORRO ALTERNATIVE: wALL MOWING t SEC1mON w—w (s) 5062, ,/e" _ I• grikiSOWERON IS ONLY 1 MR SIO8Y-peM WIN MK 100212 SPAN a pr t L08A� 48A0.PP E RA068. OR stow BARS 07871 YAK VAN _ 0' -0: *8 om S$7Y 18'-8" SA7AE BD Pat MAXIMA? 440. *08281018X1881 21141 410• -7' Almn. AMCL2 78/ USE FOR 2OASE.S % J' EL@0-0U7 1880 ALTSRNATIVEI WALj. MOUNI1NO t SECTION W— 3) saes I vs' _ I" mtm PLOON/CEIGNO MOUNTING .tt�CWjy7�A4Wy-�W� (t� 0 l�y6p��AANj�r4�01 scut r r/e" N ABBE, 1/8'..P .DEGIUJIZWEILMEOZINI .Ever/o. SEw w SCAM, 1/8' _ 1• �pH�AiA1��' +6++ �'ti A. Tim.. Fr2111 01120002 8/ mccmmrs. I � — ■ \ II 1 (.,N 1 II `\.._s/ Oar .—® Wisfriffilifr nags W MOM. POMO OM= OX/X!IOL 0020032 VROB I. © >© 11111/0tOO B. ALUM ARO LE d Oa ' TER VFW 21Q1I/41,' -8' (0081-70 NU)); Akan AWE G SEE ®/ 8/161 WW1 81 ft.= OR POURED CONOMETE IOU OR E'0 8008 MT 8 2' has. 4'101247 18 708010 RAC* (!I) 8/Bb ALRU EOM mum WALL MOUNJINO s MULLION CONNE� AT TOP & UOTTOM t SECTION W-W Ill 20ILEt 1/8'_1 NO EjalLO 7q�t D -0 crAnSOREATER DOMINO lilt NAY =WEE SIDIN f0R • /LI FLORIDA BUILDING MODE. (High Velocity Hurricane Zone) 07012 718280 848. WI 788880 11 101411=11010 4.4.761. re.a.:,trulM11d31011 4-M28 800Vl40l'arn ®-0008710 tN.79i 0. J<, PE 6a. ASSA /BQmm. BERTHA ROLL -UP 0244 BY EASTERN METAL 2r40A' ' V. INC. WE 0081. PL 37481 7000 488 -7904 Fax ..::1 80 -8780 <laLrE!1• i(87ai9a O - ECM MCI•-- 01/78 /11 0417E 12 -022 ORASmm 17 9182! 7 07 14 WOOD HEADER REQUIRED 1/4"o 1A0 SCREWS TO MINIM WOOD STUD. E081120 WINDOW REPARATION TO GLASS SEE MEC= ON OUT 0 or 14 2 °x4' CONT. SILL REGIARED ©a® 1° x 2° 8 .125° Cm*. Akan. ANGLE (8083 -T8 ALLOY) 1/4°°0 LOO i 4 11F2R O TC' E MAX 6000 STUD REQUIRED WAIL MOUNTING INSTALLATION SINGLE SPAN CONDMON N. T. 8. 1 /4'e LAO SCREWS 0 6' 0.0. TO E33516,10 WOOD STUD. 2.84' STUDS • PLAN A (SECTION) WALL MOUNT SOLE t 3/8' a 1° oQR® 2 84" WOOD STUDS REQUIRED 1/4' 0 COMER (TYPICAL) x. PLAN G (SEC'ON) INSIDE MOUNT WILE : 3/8' 1° eits1/8° Cont. Alum. ANGLE 1/4°00/8° 1E1( SCREWS 0 8' O.C. 1/4 °0 LAO SCREWS 0 8° 0.C. 10 MONO WOOD SRO. 1. 1 22 TO 75.0 RA N8 ONLY CAUO FOR x881021 10TH AWL PRONE ROM 2. �d22 OMIT OF EQUAL. 10 DE�SOO,R R PINE Na 2 W/ 3. eroRm N�a 2A;M268 AA!( �It9 TUWTB WITHOUT PEU:1DUCT REVISED ftd the Ftm)do No 's 20 ki /N/ffa ,.�� GE se, Zf 1/4°0x3/4° TEU SCREWS 0 0° 0:C. 2° 8 4° WOOD STUDS (REQUIRED 0 CORNER 1/4 °0 180 SCREWS 0 8° 0.0. TO EXISTING WOOD STUD. I °83'x1/8', 2°83°x1/8° 3 °83'81/ OR 3°84°x18" CONT. RU11D -CUT 1/4' Nat Oak® PLAN q (SECTION) _RUIL0-OUT COME : 3/8' . 1° *, ��Fo:•..ORIDA °� 4� :/fN 0w10 12.7800 INC. IL EC O INC. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) TOUT VINO 8 1200003880 4011PAAY se T xr 88 - utlexo aVIAe, � Om I 01- rma, r.r tau 0l 4-rao0�3 eltaoo0aoLoom WAVER RAM Ca • 44161 ASSA /60mm. BERTHA ROLL —UP av � EASTERN NETAL S /UPPLY. 3 81 21 WORK R. 33481 (80D) Fae: O81) 1131-8360 �•I ONTO e mas 1 x 81ONTO �t- ms ee0 01/88/12 081E 12 -022 IRLRWp20 R. SHEET 8 OP 14 SLAT PERFORMANCE CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) AND CORRESPONDING MAXIMUM SLAT SPAN "I.." (ft) FOR TYPE 1 SLAT (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) MAINM ON PRESSURE 4) MAXIMUM SLAT SPAN L° (ft) _ MINIMUM SEPARATION TO GLASS (In) SINGLE & MULTIPLE SINGLE & MULTIPLE t � SINGLE & UNIT 40.0 8' -8° 4 3/8° 3 8/8° I 45.0 8' -2° 4° 31/2" 80.0 s' -11° 4° 3 3/8° 58.0 8' -8' 4° 3 3/8° 80.0 5' -7' 4" 3 1/4° 55.0 5' -8' 4° 31/4' 76.0 8' -4' 4" 3 1/8" 16.0 8'-2° 4° 3 1/8" 60.0 8'-1 ° 4" 3" 88.0 8' -0° 4° 3° 60.0 4' -11" 4" 3° 06.0 4' -10" 4" 3° 100.0 4' -8" 4° 3" 108.0 4'-8° 4° 3° 110.0 4' -7° 4° 2 7/8° 115.0 4' -8° 2 7/8" 2 7/8° 120.0 4' -s' 2 7/6" 2 7/8° 125.0 4' -8" 2 7/8° 2 7/8° 130.0 4' -4° 2 3/4° 2 3/4° 135.0 4' -3° 2 3/4° 2 3/4° 140.0 4' -3° 2 3/4° 2 3/4° 148.0 4' -2" 2 3/4° 2 3/4° 180.0 4' -1' 2 3/4' 2 3/4° 155.0 4' -1° 2 3/4° 2 3/4" 160.0 4' -O" 2 5/8" 2 5/8' 165.0 4' -a° 2 5/8' 2 5 /8" 170.0 3' -11° 2 5/8" 2 5 /8" 178.0 3' -11' 2 5/8" 2 5 /8° 180.0 3' -11' 2 5/8" 2 5/8' 185.0 3' -10" 2 5/8° 2 5 /8' 180.0 3' -10° 2 5/8° 2 5/8° 195.0 3' -8' 2 1/2" 2 1/2° t� 0 0 a a 0 C C L • a ▪ 0 3 a 3 .SINGLE SPAN MULTIPLE SPAN SPAN LAYOUT • SPANS VAUD FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO GLASS. '• MINIMUM SEPARATION SHUTTERS � N THE FIRST -Qp" qL�VVT7IpON OF UILDING AND MAXIMUM SEE TABLE 1 FOR Mtn. SEPARATION TO CLASS FOR SPANS LESS THAN THE Moo. ALLOWED. ••• MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED OPOVE 3D' -0° ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. TABLE 1: SLAT SPAN (ft.) MINIMUM SEPARATION TO GLASS 48° OR LESS 2 5 /8" > 48" TO 54" 2 7/8" > 54" TO 74" 4" > 74" TO 77" 4 3/8" REVISED es yi yin8 arealm rladda Ampuotelkinding No /2 -0 0 .1 o d IpI /iiiuii,,, Q ' EN r1) T „o:G,� �''.�7�' x., /1...1 3 FLORIDA BUILDING COD@. (High Velocity Hurricane Zone) 02012 KLEEt4 1NC. WIC .2132 72.51110 4 2 0102EOMa COIIP ww z-, roCn t new t➢teo"m"o$.own 220500 JUR .12. PR. a ui ASSA /80mm. BERTHA ROLL -UP EASTERN METAL SUPPLY, INC. EWA 21%88A0202, NAM LAKE WORK R. 33401 Wham 432 -2201, PO4 - . f 248 -0780 01/05/12 WEE 12 -022 STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (o. s. f.) AND CORRESPONDING MAXIMUM SPAN V FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) NAMUR A DESIGN P RESSURE H (pe4 IYP6 1 ! BAR © Y+2 ■1/4 © 111+6 1 BTORO iNN 2'44311 yr © mg 3 arm BAN 2'x4.x or * emu OAR warm * MORO BAN SPAOINO . * 51064-846 8FAW < 3' -0° 3' TO 4' 4' 70 5' 6' TO 6' 6' TO 8.6' < 3'-0° 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 8.8' 4 3'-17" 3' TO 4' 4' TO 0' 5' TO 6' 6' TO 0.5' 40 OR LESS 7'-7" 7'-l" 8'-8° 8' -2° 6' -11° 8'-0° 7'-6° 6'-11° 17-4° 6' -1° 10'-0' 6-8° 6'-8" Y-8' 7' -8' 48 - 7'-8° 6' -11' 6' -4° B' -10" 5' -7° 8'-0° Y -4" 8' -7' 6' -0° B' -9° 9' -11' 8' -11" 8'-0° V -4° 7' -0" 80 7' -3° 6'-B° 6'-O° 8'-8' 8' -4° 8'-O" 7' -0' 6' -3' 8' -B' 8' -8° 9'-8° 8' -8° 7'_7° 6' -11° 6•_B. 89 7'-0° 6'--8° 9' -8° 8' -3° - 7' -8° 6'-e" 5' -8' B' -8" -- 9' -4° 8' -1" 7'-3' 6' -7° — BO 6' -11' 6' -2" 5' -6° 8' -0° - 7' -4" 6' -4' 5'-8' 8' -2° - 8'-11° 7' -9° 6' -11' 6' -4° — Bg 8' -9" S' -11° 5' -4' 4' -10' — 7' -1° 8' -I° 5' -8° 8'-0° — 8' -Y' 7' -8° 6'-8" a -t° — 70 8' -7° 6'-8° 6' -1" 4' -6° -- 6' -10' B' -11° 8' -3' 4' -10' — 8' -3' 7' -2' 6' -8° 5' -IO° — 75 8' -4' 6'-6° 4' -11° 4' -6' ..-• 6' -7' 8'-8° 5' -1' 4' -8° — 8'-0° 6'-11° 5' -2' 5' -8° — 80 8' -2" 8'-4" 4' -8' 4' -4' — 4' -4' 5' -8' 4'-11° 4' -6' — Y-8° 6' -9" 8' -0° 5'-? — 80 6'-0' 5' -2' 4' -1" 4 -3" — 6' -2° 8' -4' 4' -8' 4' -4' - 7'-6' 8••6° 8' -10° 6' -4° — 90 6' -10" 8'-0" 4' -? 4' -1' — 6'-0' 5' -2° 4' -8° 4' -? - 7'-4" 6'-4° 8'-8° S' -Y — 9B 5'-e° 4` -11° 4° -8" 4' -0° — 8' -10° 5' -t' 4' -8" 4' -1' — 7' -1' 8' -2" 8' -8" 5'-0" — t00 B' -B° 4'-8° 4' -3" 3' -11° — 5' -g° 4' -11° 4' -8' 4' -O" — 6' -11° 6'-0° g'-4' 4' -11' — 105 8' -6° 4' -5' 4' -2' 3' -10' ., g' -7^ 4' -IO" 4' -4' 3' -11° — 8'-9' 5` -10" 5' -3° 4'-9° — 110 6' -3' 4' -7' 4' -1" — -. W-5° 4' -8° 4` -2° - .- 6' -7' 5` -9' 5' -I' — — 115 8' -2° 4' -8' 4 -0' - - 5' -4" 4'-7' 4'-I° — — 6' -8' 5` -7" 8'-0" — — 120 5' -0° 4'-4" 3' -11° — _-- B' -2' 4' -8' 4' -0' ._ - 8'-4° 9 -8° 4-11" — — 125 4' -I1' 4'--3" 3' -10° — — 5' -1° 4' -S' 3' -11' .-.. — 6'-2' 8' -4° 4'-10" _, — 130 4' -10" 4' -2' 3' -9' — — g• -B° 4` -4° 3' -10' — — 8' -I° 5' -3' 4 -9" — — 135 4'-9" 4' -1" 7-8' — — 4' -11' 4' -3° 3' -8° - - " 6' -0' 5' -2' 4' -7' — — 140 4'-8" 4'-0" 3' -7° - - 4' -10° 4' -2' 3' -8' — — 0' -10" 2F-1` 4' -8" — — 145 4' -7* 4-O' 3'-7" — — 4'-e" 4'-1' 3'-8' — — 8'-8' 9'-O° 4' -8" - - 160 4' -4° 3' -11" 3' -B° - - 4' -8• 4'-0' 3'-7' .-. — 8. -0' 4' -11° 4. -? - - , 150 4'-8' 3' -10' 3' -8" — .._ 4' -7° 3' -11" 3' -8' — — 5' -7' 4' -10 4' -4` _- — 160 4' -4° 3' -9" 3' -4' _ 4' -8° 3' -11" 3' -8' _. _ 5'-B' 4` -9' 4' -3' — — 185 4' -3' 3' -9° 3 -4" .--, — 4' -8° 3' -10'r 3' -8' — — 8' -8° 4-8" 4' -2" 170 4'-3 3'-8° — — .--. 4' -4° 3' -9" - - ..._ 8' -4' 4' -? - - — 175 4' -2" 3' -7" — — — 4,-4° 3' -9' - - - 8' -3' 4' -8' .- _ — 180 4' -1° 3'-7' — — — 4' -3' 3' -8° - _. _ 5' -2' 4' -8' — -. — 185 4'-1° 3'-6° - - - 4' -2° 3' -7" - -. - 8'-1' 4' -5' -. - ... 190 4'-0" 3'-6' - - - 4' -l' 3' -T ..-. - _ 8'-0" 4'-4' -_ _ - — 198 3' -It" 3' -8" - - - 4' -t' 3' -8" - - - 8'-0" 4'-4 - _ - * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. oscamplyhe `"m the Florida PRODUCTREVISED v. ..E..'.. AOOetnceNo Jo � p.-,..o lj �- : :,../ • 0:PPfP sr''I'uNAL� j11 4 41I 02012 12160 INC. 71L ECr 0 INe. FLORIDA BUILDING CODE, (Ht2h Velocity Hurricane Zone) ASSA /60mm• BERTHA ROLL —UP UAW Jr 2051186 ! di0111121M OWIPANY a rites 8At°4A -124 . Fo i API -& m 6 -0421 t1et0871 oof oom !19I 11o. 9 4418°? O! EASfERN /ATM. SUPPLY, UPPLY, INC. NUN LAW WORM, iL 33481 PA800 400 432- FAA 851 206 -8360 �-,-, —� ,, ammo d® «IcE•i 311///Jc111103141a1IM m/26 /12 1416 12 -022 88*82 0 IP MET 10 OF 14 STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. L) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) MAXIMUM AAA DEMON RE RA (ALA 070 4 010214 FM rxx4 x,.290'O 12)2 "8244"x■ 50' Q * EOM BAR swami * STORM Be SPAM 43' -0° 3'T04' 4'708' 5'T06' 8'T08.8' 4 3'-0° 3' TO 4' 4'706' 5' TO 8' 0' TO8.8' 40 OR L22 I1' -I0° I1' -0° 10•-r 9' -11" 9'-B° 14' -1° 13' -r 12'-r 11' -f0° 11' -T 45 '11' -8° 10'-6' 10' -I" 9'-8° 9'-4° 13'-80 12' -9"• 12'-0' 11' -8° 11' -3° 50 11' -2' 10' -8° 9' -10° 9' -2' 8' -10° 13' -4" 12' -s° 11' -9° 11' -2" 11' -0° 55 10' -11" 10' -2" 9' -r a' -8' - 13' -0° 12' -I° IV -8° 1o' -11° _ 8o 10' -9° 9' -11" 9' -2' 8' -8• - 12' -9° 11' -10° 11' -2" 10'-8° - es 10' -8° 9' -9' 8' -10° 8' -1° - 12' -8° 11' -r 11•-0' 10' -6" - 70 10' -4° 9' -0° 8' -? 7'-9° - 12' -3° 11' -8° 10' -9" 10' -4° - 7s f0' -I" 9' -2' 6' -3' 7'-6° - 92' -0• 11' -2° f0•-r 10' -1° - 80 0' -11" 8' -11' 7' -I1" 7' -? -- 11' -100 11' -0" 10' -a° 9' -11' - 80 9' -10" 8' -r 7'-9' 7'-0" - 11'-8° 1O' -10" 10' -3' 9' -10" - 90 0'-8° 8' -5" 7'-8' 8' -10" - I1' -8' i0'-s" 10' -1° 0'-8° - 9S 9' -8° 8' -2° 7' -4" 8' -8" - I1'-4" 10' -7" 10' -0" 9'--8° - 100 0'-2" 7' -11° 7' -1' 8' -0" - i1' -2° 10' -6' 9' -10' 9' -2° _ 005 8' -t1' r -9" 6' -11° 8'-4' -. 11' -1' 10' -4° 9' -9° e' -11" - 110 6' -9' r -7° 0' -9• - - 10•-11" 10' -2° 9' -r - - 118 6' -7" r -6° 0' -8' - - 10' -10° 10' -I' 9' -4' _ - 120 8' -B° 7' -3• 8' -8' - - 10'-8° 9' -11" 8' -2' - - 125 8' -3° 7*-1' 8' -4' - - 10' -7" 9' -10' 9'-t0 - - 730 8'-1° 7' -0° 8'-3' - - 10' -0' 9' 40 8' -Io" - - 03s 1-11" s' -10' 6' -1' - - 10' -8° 9' -e' 8'-9' _ - 140 1-9° s' -8' 6' -C - _ 10'-4° 9' -6" 8' -8' _ - 149 7*-7" 6' -r 8' -11" - - 10' -2' 9' -4" 8' -4° - - 180 r -6° 0'-s° B' -10° - - 10' -1" 9' -2' 8' -2" - - 180 7'-4" 6'-8° B'-9" - - t0'-o° 8'_0° e' -1° - - 180 7' -S' 6'-3" 6' -r - - 9' -11" 0' -11" 1-11" - - 166 7'-2" 6' -2• 8' -8" - _ 9' -11" 8'-9° r -l0" _ - 170 7-0° 0' -1' - - - 9' -10° 8' -7" - - - 178 8' -11° 6'-0° - - - 9'-9° 8' -8' - _ - 190 6' -10° 6' -11' - - _ 9'-6° 8' -4° _ - - 18e s' -9' 8' -f0• _ - _ 9' -8° 8' -3' _ - - 090 8'-6° 8'-9" - -. - 0' -6" s' -2" - - - 198 6' -7° 8'-8' - - - 9' -3° B' -0° - -. - * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT SE EXCEEDED. PRODUCT UMW 9B *clT4dying with the PlN1da aoe9* -c2.eq.lo Data 15 j111x /Iiiiiiiis,,'' \ \0 *r..:'�pE=Nsi.. P = 1 �7 i o. * t °O \ Iiiiil/ /HgwFFi 0 02012 723000 90. FLORIDA BUILDING CODE, (High Vofoctty Hurricane Zone) IL EC O INC. 1157049 * 16109489885 800* °Rx w. ael4 al. m. am - aim OitlOa� n. �m rma,00 of- tRU,1,,WO an -mn e -m*lh hlt oeI c* , 89- 0008711 MIER X. .V. O.E. *9 . 44 ASSA /BOmm. BERTHA ROLL -UP EASTERN 2 METAL WRY, INC. ai, i 12, SOUTH TARE WORTH, FL 33481 Filets 432 -2204, Fes 881 209 -8880 X710 MZ1 1111(111. "1.- 1•F 03113 F111ton- a RCM Mal � ORE 12 -022 0009060 8' 8100* 11 OF 14 HEADER LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (psfl AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) d A2" PRESSURE 0187 TYPE 1 HEADER 0 x 3' x 1/8° TYPE 2 HEADER O 2° x 4° x 1/8` TYPE 3 HEADER O 2" x 4" x 1/4" TYPE 4 HEADER O 2° x 8" x 1/8" STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT 4 5' -0" 5' TO 7' 4 B' -0" 5' TO 8' B' TO 10' 4 6'-0" 6' TO 8' 8' 1'O 10' 10' TO 12' 12' TO 14' 4 1-0" 8' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 10.0 CS LESS 9' -11° 8' -4° 12' -2" 9'-8" 8' -8" 14' -10" 11-10" t1' -8" I0' -8" 9' -9" 18' -1" 13' -1" 11' -8" 10' -8" 9' -11" 45.0 9' -4' 7' -11° 1l' -8" 9' -1° 8' -2" 14' -O" 12' -2° I0' -10" 9' -11" 9' -2" 14' -3° 12' -4° 11' -0" 10' -1" 9' -4" 50.0 8' -10" 7-8" 10' -11° 8' -5" r -9" 13' -4° 11' -8" 10' -4° 9' -5" 8' -1 13' -8" 11' -8" 10' -8° 9' -7" 8' -10" 55.0 8' -5° 7' -2" 10' -8° 8' -3" 7' -4" 11-8" 11' -0" 9' -10" 9' -0" 8' -4" 11-11" 11' -2" 10' -0" 1-1" 8' -8" 80.0 8' -1' 8' -10" 10' -1 7' -11" 7' -1" 11-2" 10' -8° 9' -5° 9' -7" 1-11" 12' -4" 10' -8° 9' -7" 8' -9" 8' -1° 050 7-9° 6' -7° 9' -7° 7' -7" (' -9° 11' -8° 10' -l" 9'-0° 5' -3° 7 -8" 11' -10° 10' -3' 1-2" 8' -5° 7' -9° 70.0 7' -6" 5' -4" 9' -3" 7-4° 8' -8° 11' -3" 9' -9° 8' -8° 7-11" 7-4' 11' -5° 9' -1t° 8' -10° B -1• r -9° 78.0 7' -3' 8' -1" 8' -11" 7' -1° 1-4" 10' -11 9' -5° 8' -5° 7-8" 7-1° 11' -0" 9' -7° 1-7" 7' -10" 7' -3' 80.0 7' -0" 5' -11° 8' -8" 1-10" 6' -1" 10' -8° 9' -1" 8' -2" 1-5" 8' -11" 10' -8° 9' -3° 8' -3° 7' -7" 7' -0° 85.0 8' -9° 5' -8" 8' -5" 6' -7° 5' -11° 10' -2" 1-11 7.-11" 7' -3° 6' -8" 10' -4° 9'--0° 1 -0" 7-4' 1 -1 90.0 1-7' 1-7" 8' -2° B' -5° 5' -9° 1-11" 8' -7" 7' -8° 7' -0° B' -8° 10' -1" 8' -8° 7' -10" 7' -1" 8' -7° 95.0 8' -5° 1-5° r -11° 8' -3" 1-7° 1-8" 8' -4° 1 -8° 1-10" 1-4" 1 -11 8' -8° 7' -7° 1-11" 8' -5" 100.0 8' -3' 1-3' 1-9" 8' -1' 5' -8° 9' -1 8' -2" 1 -3' 8' -8° 8' -2° 9'-7° 8' -3° 7' -5° 8' -9° 8' -3° 105.0 1-1" 1-2" 7-8" 8' -0° 1 -4" 1 -1 7-11° 7' -1' 8'-8° 8'-0° 1-4' 8' -1° 7-3" 8' -7° 8' -1" 110.0 1 -0" B'-1" 7-4° 5' -11 5' -2° 9' -O° 7-9" 8' -t1" 1-4" 5' -10" 9' -1" 7' -t t° 7' -1" 1-5" 8'-O" 115.0 1-11 4' -11° 1 -2" 8' -1 1 -1° 8'-9° 7'--7" 8' -9" 8'--2° 5' -9" 1-11" 7-9" 1-11" 1 -4° 8' -10" 120.0 5' -9' 4' -10' 1 -1' a' -7° 1-0° 8'-7° 7' -8° 8' -8" 8' -1° 5' -1 1-9' 7'-1 8' -1 8' -2° 8'-9" 125.0 5' -7° 4' -9" 1 -11" 5' -8` 4' -11" 8' -5° 7' -3" 8' -1 1-11" 5' -8" 8' -7" 7' -5° 1-7` 8' -1° 1 -7° 1304 5'-1 4' -8" 8' -9" 5' -4 4' -9° 8' -3° 7' -2° 8' -5° 5' -10" 5' -5° 1-5° 7' -3° 6' -5° 5' -11° 5' -8" 135.0 1 -5° 4' -7" 11-8° 5' -3" 4' -8° 8' -1° 7' -0° 8' -3" 5' -1 5' -4° 1-3" 7' -1" 1-4" 5' -10' 8' -5' ,t, •••••••••••• tya A. T /t�/ -� FLORIDA BUILDING CODE. SHi @h Velocity Hurr cane Zone) • PRODUCT REVISED %0 : D +j�o(f: II ' • 1i112 •�1 .(itak' d4 _ >k i Z 133% * 14- .% S tat '.��(____�� .• ', 1' : �Y.171L�imiRS•;. 3,, °20121 21t. ASSA /80mm. BERTHA ROLL -UP EASTERN META4 SUPPLY. DM WOO 1 SWIM ME 170l8N. PL x2121 norm Onot 422- 2204.7ea 010+1 x02 -83811 er 01/x2/12 OEM 12 -022 OxJ6�CO M IL EC O INC. \ " 12stu. .Cuero °� ��■. m° -pen -u"s"e 2-nwtti tntimooad.eom �- 00112719 WtL1EA aL IBM H'tp oas ... �. tlox mr .....,. 81@2, 12 a 14 ■ 2��ilrl:�xor - - '��,,iiliiidNNnt HEADER LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) MAXIMUM p I RAW (pal) TYPE 1 HEADER © 2 °x3 °x 1/8' TYPE 2 HEADER 2 "x4 °x1/8° TYPE 3 HEADER U` 2° x 4° x 1/4" TYPE 4 HEADER O 2'x8 °x 1/8° STORM BAR HEIGHT STOR1 BAR HEIGHT BAR NEWT STORM BM HMI 6 5'-0° 5�~ 6 8'--O" 5' 70 5' I 8' TO 10' g 8'-0° 8' 70 8' 8' TO 10' 10' TO 12' 12' 70 14' 6 6' -0' 8' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 140.0 5'-3' 4'-6" 8' -6° 5 —2° 4' -7° 7' -11' 8' -11" 6' -2" 5' -7° 5' -2' 8' -l" 7' -0' 8' -3' 5' -9° 5' -3° 145.0 5'-2" 4' -5° 8' -5" 5' -1° 4' -8' 7' -10° 6' -9° 6' -1° 8' -8° 5' -1" 7' -11° 8' -10' 5'-2" 5' -7" 5' -2° 150.0 8' -1" 4' -4' 8' -4° 5'-O" 4' -8' 7'--8° 6' -8' 6' -11" 5' -5° 5' —O° 7' -10° 8' -9° 6' -1" 5' -8" 5' -1° 155.0 8`—O" 4'-3' 8' -2" 4' -11° 4' -5' 7' -7' 6' -6" 5' -10" 5' -4' 4' -11' 7'-8" 6' -80 5' -11° 5' -5' 5' -0' 160.0 4' -11' 4' -2' 8' -t° 4' -10' 4' -4° 7' -5° 6' -5° 5' -9' 5' -3" 4' -10° 7' -7° 6' -6° 5' -10" 5' -4° 4' -11° 185.0 4' -10" 4' -1" 6'-0° 4' -9° 4'-3° 7' -4° 8' -4' 5'-8° 5' -2° 4' -10° 7' -5° 5' -5° 8' -9° 5' -3° 4' —tO' 170.0 4' -10" 4' -1° 5' -11° 4' -8" 4' -2' 7' -3° 8' -3° 5' -7° S' -1° 4' -9° 7' -4' 8' -4" 5' -8' 5' -2" 4' -10" 175.0 4' —B" 4' -0" 5' -10° 4' -7° 4' -2° 7' -1' 8' -2° 5' -8' 8' —O" 4' -8' 7• -3" 6' -3° 5' -7° 5' -1° 4' -9° 180.0 4' -8' 3'-11' 5' -9° 4' -7' 4' -1" 7' —O' 8' -1" 5' -5° 4' -11° 4' -7° 7' -1' 8' -2" 5' -6° 5' -0" 4' -8" 185.0 4` -7" 3' -11' 5'-8° 4'-e" 4' -0" 6' --11' 8' -0". 5' -4° 4' -11° 4' -8' 7 —'0" 8' -1' 5' -5" 5' -0° 4' -7° 190.0 4' -8" 3' -10" 5' -i 4' -8" 4' -0' 6' -10' 5' --11° 5' -3° 4' -10° 4' -8" 6'-11° 6' -0' 5' -4' 4' -11° 4' -8" 195.0 4' -8' 3' -9° 8' -8° 4'-4' 3' -11' 6' -9° 5' -10° 5' -3° 4' -9" 4' -5° 8' -10" 5' -11° 5' -4° 4' -10' 4' -6° dlr6fc� IS' fl.....-," FLORIDA BUILDINO CODE. (High Velocity Hurricane Zone) PRODUCT 6mav161 F1oHdx Acceptance No WV ° 0 Dab 15 t� ✓ <� . 90 }4 0 * .•'' CENS .,�9, 1 020171°' mc. ASSA /6Omm. BERTHA ROLL-UP ° 1 e IL EC 0 INC. N WETAL�SUPPLY. arc. 3420 x3N AYE?M. SOUTH t vwmx. R. uw1 ovum DAN Z. * ' /. a '1� : * °o STATE OF v � 4 .: i 14 7142002 a �' re- a :.'n�m�°om° I . 1 WOLTE 1 A. 11 ti . 12 -022 22111=111211111=1•1= ' 4114.7 13 W 14 1 n0W0R _____ � T� - ,iiiii / /Iflu MULLION LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (D#) AND CORRESPONDING MAXIMUM SPAN "L11(Ft) FOR A GIVEN TYPE OF MULLION AND MULUON SPACING (Ft). (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) myor DESIGN PRESSURE RATING rrpE •14adU N !0 N TYPE 2 MUWON O 4' 4 4' 7 1/4' TYPE 3 MULLION 4". 8' s 1/4' MULUON SPACING BULLION SPACING . MUM SPACING 4 4' -0° 4. To 8' 8'10 6' ,7 8'70 8 ' 4' 9-0' 4'TO8' 5'706' 6'TO8' 44' -0' 4'TO5' 8' TO IT.., IF TO 8' 8'7010:10'1012 13• -10" 13' -0" 40,0 OR 1Ab5 9' -0" 8' -4° -10' 8' -a• 11' -9' 10' -1I° 10' -3° 10' -0' 18' -4' 15•-2° 14' -3° 14' -10° 45.0 8' -8' 8' -0° 7' -7' 7' -10' 11'-4' 10'-8° 7 -11" 10'-4° t8'-8° 14' -7° I3'-8' 14' -4° 13' -3' 12' -8° 50.0 8'-4' 7' -9° 7' -3° 7' -Y 10' -11' 10° -2° 9' -7" 10' -0° 18' -2° 14' -7 t3' -3" 13' -10 12' -10' 12' -I' 55.0 8' -1' 7 -8° 7 -1° 7'-4" 10' -7' 9' -10' 9' -3° 9'-8' 14'-8° 13' -7° 12' -10° 13' -4° 12' -5' 1/' -8• 60.0 7 -10° 7' -3° 6' -la' 7-2° to' -3' 9'-7° 9' -0° 9' -0" 14'-3° 13' -3' 12' -8° 13' -0° 12' -1° 17-4' 680 7-8' 7-7 9'-8' 7-O• 10'-0° 17-4" B' -9° 9' -2' I3' -11" 12' -11' 12' -2' 12' -8° 11' -8' 11' -t' 70.0 7'4° 8' -11° 8' -61° 9'-10° 9'-17° 9' -1° 8'-8° 8' -11' 13' -7° 12'-7° 11' -10" 12' -4' 11' -8" to'-v 75.0 7' -3• 8' -9" 6' -4' 6'-8° 9' -Y 8' -10" 8'-4' 8'-8' 13' -3° t2' -3° I1' -7° 12' -1° 11' -2° 10' -8° 80.0 T -2' 8' -7' 8' -3' ( -8° 9' -4' 8'-? 8' -2° 8'-8' 12' -11' 12' -0° it' -4° I1' -10" 10' -11" 10' -4° 86.0 7 -0' 8' -6' 6' -1° 0' -4' 9' -2` 8' -8" 8'-0° 6'-4• 12'-8° I1' -9° 11' -l' 11' -7° 10' -8" 10' -1° 90.0 6' -10° 8' -4" 6' -0° ( -3° 9' -0" 8' -4" 7 -10' 8' -a' 12' -8" 11'-7° 10' -11° 11' -4' 10' -8' C' -11 "1 95.0 6' -9• 6' -3" 5' -10° 9' -2° 8' -10° 8' -2° 7-9° 6' -1° 12' -3° 11' -4" 10'-8° 11' -2' 10' -4' 9• -8° 100.0 6' -7" 8' -2° 5•-9' 6• -0° 8'-8° 8' -l' 7 -7" 7 -11' 12' -O• 11' -2° to'-.? 10' -11° 1O' -2° 9' -Y 105.0 8' -6° 6' -1' 6' -7' 8' -11° 8'-8' 7'-11' 7' -8' 7 -9' 11•-10° t1•-0" 10•-4° 10•-9' - - 1100 6' -5' 5•-11' S' -5° 6' -10° 9'-5° 7 -10' 7 -4° 7' -8' 11' -8° 10' -10' 10' -2" 10' -7 - - 116.0 6' -4° 0'-10° 5' -4° e'-6" 8'-3" 7 -8° r-3° 7 -7' 11•-8° 10' -B° 10'-0° 10' -5° - - 120.0 6' -3' S' -9" (-3' S'-7° g' -2' 7 -7° 7 -2' 7 -8° 1I' -4° f0' -8' 9' -11" 10' -4° - - 125.0 B' -2' S' -Y 6' -I' S' -5° ( -1° 7 -6° 7 -0` 7 -4• 11•-2' 1o•-? 9' -9° t0• -2' - - 130.0 e' -1• 5' -8° 5'-0' 6' -4° 7 -11' 7 -8" 6' -11° 7 -3' 11•-0' 10' -3' 9' -8' 10' -0° - - 138.0 6' -0' 6' -6' 4' -11° ( -3° 7' -10' 7 -3° B' -10" 7' -2• 10' -11° I0' -1" 9' -6' 9' -11' - 140,0 8' -11° 3•-3' 4' -10° 5'-2° 7-9° 7' -2° 8' -9° 7 -1' 10•-9° 10'-0° 9'-6° ( -t0" - - 145.0 5' -10° ( -2° 4' -8" 5' -1" 7 -8" 7 -1° 6'-8° 7' -0' 10' -7' 9• -10' ( -3° 9• -8' - - 180.0 5'..9' 6' -1' 4'--8° 8' -0' 7 -Y 7 -0° e' -Y 6' -11° 10'-8" 9' -9• 9' -2' 9• -7" - - 156.0 5' -7° 8°-0° 4' -7" 4' -11° 7 -9' 7 -4" 6' -7° 6' -10° 10'-5° 9• -8° 9' -1' 9' -0" - -- loom 5' -8" 4° -11" 4' -6" 4' -10' 7 -8° 8' -11° 6'-8' 8' -9' 10' -3° 9' -7° (-0' 9' -4° - - 188.0 5' -8' 4' -I0° 4' -80 4•-9° 7 -4° 6' -10" 6• -8• 8'-8' to' -2° B' -5' 8' -10° 9' -3° - - 170.0 8' -4" 4' -10° 4' -8° 4'-8" 7 -3° ( -9° 6' -4° 8'-8° 10' -1° 8' -4' 8• -8' 9' -2' - - 176.0 8' -3" 0 -9' 4'-4" 4'-Y 7'-a' 6' -8° (-4° 6' -T 10'-0' 9' -3° 9, -7' 9' -1• - - 160.0 8' -3" 4' -8° 4' -3' 4'-6° 7 -2' 6' -Y ( -3' 6' -8' 9' -11° 9' -2" 8'-8' 9' -0° - - 18 &0 8' -2" 0 -7" 4' -2' 4' -6° 7 -1" 9' -7' 8' -2' 6' -5' 9' -10° 9' -1' 8•-4° 8' -11° - - 190.0 5' -1' 4' -e' 4' -a° 4' -• 7 -0' 6' -6' 6' -1° 8' -5' 9•-9' 9'-0' 8'-3' 8' -9' - - 196.0 8'-0' 4' -8° 4' -1" 4' -4° 6' -11° 8' -8' 6' -1° 8•-4' 9'-8" 8' -11' 8' -2° 8' -8° - - PRODUCT REYISBD on camplyIn31v8U ttte Iledda &Ming Code No 020g Jo Dato 015 .dMIES I REFER TO ELEVATIONS ON SHEET 1A OF 14 1- FOR MULLIONS INSTALLED 8/O STORM BARS A) MULLION SPAOINO SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 2 -• 132 MULIIO O4STA! 1EI1 8 LS10RM 0.4IOj 0, 14PA0998 A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT 8E EXCEEOW 8) STORM BAR SPACING SNAIL. BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED FLORIDA 82012113E00 24c. IL EC 0 INC. BUILDING CODE (HI0 Velocity Hurricane Zone) ASSA /80mm. BERTHA ROLL-UP VoIrrot x To10@0 Is 104098ER920 O6IPANY a!a (- m L, a" e- m611: w,n 83-01105710 00O05710 MIER A 44 1 Fut IA - +�•, Lta 44181 EASTERN METAL SUFFIX, INC. 3000 S1 A l . =MI TARE C0R0N. Ft. 33401 Ram 0100) 432 -2204, Fan (081) 202 -0300 01/25/12 5A1C �C•!t[1,1E1M1]1 Edrlsa! ACT✓♦O0- noimmon MIS MI e m 12 -022 OSRNU40 0' 81047 14 B' 14